Loading...
CLEARWATER HARBOR PROJECTS A & B - 10-0008-UT & 08-0049-UT 1 1 CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS PROJECT A: CLEARWATER HARBOR RCW SYSTEM 'JI(IO-0008-UT) & PROJECT B: LS 21 DECOMMISSIONING (08- 0049-UT) PREPARED FOR Clearwater ISSUED FOR BID MARCH/2 011 ........... Auvmq. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 06/22/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Susan Huffstetl er NAME: Livingston Insurance Agency a"c°Ne Ext: 803.791.1120 aC Ne:803.796.8957 PO Box 7439 -MAIL ADDRESS: West Columbia, SC 29171 PRO U ER RID p: , ..._. INSURER(S) AFFORDING COVERAGE NAIC p INSURED Company INSURERA: Cincinnati Insurance 10677 GREGORY ELECTRIC COMPANY, INC. _ INSURERS: P. 0. Drawer 1419 INSURER C : Columbia, SC 29202-1419 INSURER D: INSURER E : INSURER F : cnvFRAGFS CERTIFICATE NUMBER: 2010-2011 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DDNM LIMITS GENERAL LIAWLITY CPP081209 07101/2010 0710112011 EACH OCCURRENCE $ 500 000 DAMAGE TO RENTED $ 5p0 000 X COMMERCIAL GENERAL LIABILITY nce PREMISES (Ea occtirre) r CLAIMS-MADE ? OCCUR MED EXP (Any ane person) $ 10 , 000 A X Broad Form Cont. PERSONALBADVINJURY $ 500,00 X Deductible-$5,000 GENERAL AGGREGATE $ 500,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 500,000 1 -1 POLICY X j?C7 LOC $ AUT OMOBILE LIABILITY CAA588806 0710112010 0710112011 COMBINED SINGLE LIMIT $ (Ea accident) 500,000 X ANY AUTO BODILY INJURY (Per person) 3 ALL OWNED AUTOS BODILY INJURY (Per accident) $ A SCHEDULED AUTOS PROPERTY DAMAGE ?- X HIRED AUTOS (Per accident) .- X NON-OWNEDAUTOS $ X eductible-0 $ X UMBRELLALIAB X OCCUR CPP081209 0710112010 07/01/2011 'EACH OCCURRENCE $ 10,000 00 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10, 000, 000 A _ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION WCY LI STATU- OTH- 70 AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTNF E.L. EACH ACCIDENT $ Y ? OFFICERIMEMBEREXCLUDED7 (Mandatory In NH) NIA E, L.bISEASE-EA EMPLOYEE $ If yas, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ Leased Rente Equipment CPP081209 07/01/2010 07/01/2011 $500,000. Any one Item A $5,000. Deductible. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace Is required) HE $10 MILLION DOLLAR UMBRELLA FOLLOWS FORM AND IS EXCESS OVER ABOVE UNDERLYING POLICIES. ertificate holder is reflected as additional insured in regards to the General Liability per GA233 (02/07). r r-FRTIPIC:ATF HnI nFR CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Clearwater 100 S. Myrtle Avenue Clqarwater, FL 33756-'5520 AUTHORIZED REPRESENTATIVE Robert Livingston ®19882009 ACORD CORPORATIO rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD LLI C L a U a b ¢ LL N M D ? U ? x W 6 T ? Goo . N MUT O u E ? z z b U vi y> J F¢- w d y F d 4n p c 3 4 t ? ? ? o2t ¢aC?aO y. ° S O. 0 SD ° _ 4 •??.?..°.S w u3 9 1A E L ny ?S c P W O O o ?$o v ° o W w ?aW w o - -; W p asd? add P a d C d N? ?] Q ?(J OL j ° OD ? j Uo WA U ? UU A 0. r a` 6 0 F?.l dy2O D dNr- ?.c M T° _ ?d(tl S- r • d O~$ °=rO? yN ?dd 0y1Oy1 ?JG E oa u.S ra "oE N d o e -6 ° d. d o ? FS?d -?dl o o N w m w W , v °a° ay ad $o.• ?o 'dog °°m°?? v Bd ?y• W a ? ? ?wcE gT y•pa 2 D.Ev•9 t.-c ??3 o2d '?? ? ?n m d?v 0 m 6, Omr 6 ' 'E ` }v 3, w •_ a a. di 'a ? E oo'?9 F Fm E Yi v ? ?•0E ° ? L .. E 15M E . C O p E •? i n c ? c Z? 1tl?Ea?4?a?iS'4 y O W 9'?•2 --°$$ v K ?L?m? ? `? ?Y ?? ?`? Eyvs tg ? 3 , _ $P ro,? ? y ? ? a ! +- ?r co ° ?A ? eye a, m ,c a c? m 'tl L° EG ` U 00 G y F p ? v ? N• N ..l u! m -`? ? ai ? rg Dyi?Q ? N cc d - C L 2-,0=-6 R W wG19 ?•E a.?? w ?i4 ..0 W N? O Gm N 'yO??y ? ?j L Z 09 1 {5 ao W 'c°,?o?Gd•sY;??d ?1-s HEM y ° ? tOf F N us2v. acv ..O ZN R N '?¢U ??oN?mw? r ? as ??? V y a ?V:7 ter. j? W E {1J f0 N N U r Q U O ? ?v r.mmm d?v?c ^rv v o 'a a j i j s c i r ° J c j 1 ! i j 03 LL, F t_ i ! i ! i i E LU 4 w E° V m i i ? ? 'S •:i iii a ? j i i i! t ( W LU Lu j j U° !! i F •a fA w `° i j o `? ![ m 0. E i w VIA a Z i•o : o i i ; j $ G ,j G7.I W j W ° c o a io 12 -a Z3 Z g 5g2 a w w W d a i !! i i! !? .. d w °? W ie i i':m io {d € vE? i o w aoo ° a o g O !q i? iv ae' °?v ry W ?g? ?° w ' ? 91 a d o W ar •.? jg ?a 22 a $ ? E aE m `? y u ?M a ?y S (/) 44 0 cn 110 wo- .88 A. LL CL g a, .2 2 9 o[ E J mc3?a Cp1N?r ON wE EamA a w u? o E a a u'? O¢ a dv'?°ta?{yy paE?m o si ?g? to d v a O E w d?+ y 3n??a a?OgE??7cnNVEW?Q o TL ?prn d Pte' m 3w S V y A a 12 2 8 N SC Wa6 . . . ?aW . . . UI 41d0 A A a v U t5 0 ?CVVitivfid A.dO? C; r: 0i 7 ? e? v w •?.E?m boo m?$• n t wo ?'2;??Smy oE?`oa '?5 o :? acib N m? r aywcAa.o aa.'m' ?]Ac w5o v w 4y ' u1 y ro$' ?oroU4???? Cropc23r^ ?? i 8g j -Ma 8 cEU??3o Tb a ?'w E x'•55 ¢ c '?n m a$ W 5 'q ?. x>. g o y? m p Z4 2 oo? C ro$' o 'EC?C 3.° FL 7°.may Co ?•! do?$ CJrn? soo •Q 3rrn e E , !2-D- n G le y„58r o c p a 3 Ps. g oTio° m ?.? 'p 3c- 6 p sr?`o p QoaW ofC oo`D T O p?p ? ??« d jms e! E p m 12 o Y ? L ?yCI'gC??G''' 01 c???? ? ?''L ?`??TO???? Om?s?•? ? y?? '?,.EgGgGg U?m ? so yFS rg ¢ro n? da r° 9HFF0. oor? ?a ro?:c, m o Om Corm 47 ? r 3o OR 41 2-1 a 3 y W c o ti C C a a E? y o 00 ? ? ?;3,d01y? c?5 y2?a:$95c ?m?ic? c `o ?aLmg?o wd4d p?c' $ inn ???",??Ti ?}?9C•d a. $gr?,?}?'o??oa:S?y ?? •?0 abn?• CEo V'0.Q°? JF ?3' .6 ? 8 =.?Ss r? El ?c r roEE3p ° w3 cc cro o 5$ m po 'Dm?•«dr d M ' C -"o » Cy'4«$ y {n C.? l"a?o$,?? ?? ?? 3y 8A - py Co ma d-- $gc .2 5• oL? 8 :7o Ll q?i @r o m o c ° g a o c • c 2' E ??aic om?w y Vpc ?. op_d mm Q? ?w$yy++'6 ?s+'?$' m yyo c rcoro??m.5? .. aY. o`iS o o ?r6 6Ta 7S 9 j4v 9 w o? 'o E EM ro ?o rBto.m 2' •- O_y, EaW.k! ?5L Era M 'mom m ?a ? Eo UroY aaAroab•? o eZVa '°^ Wy°T9{ggi $LSyj$ ¢ypTEEG° - 9 `@?d oc-?xTi TSm'G .Fmr, oF?0?o •?°' ??+ dr ?o 5 ¢aY ch ap. tS?a?E dco$Td??Z]??yi {G St `o ..?wo-? a? Fz_N 0?°?9 yr 'n m o ? w? 0 a ?aa E s s a Tr E cag °m?o $ ? o??c_? ? T c oho m 3 co• o`$ao_ o m m Q+`o ? c E ?a E E ? o ?¢ ?yi!o ? (L' m `'m ry? ?'° g m ?n y}F ? o v ? ,? a m '?.D'?NP ? iC??d N? CN?y??Gia ?mN41??L' ? ?•C 01? ? ? ? ?? N? {J En t? ° o CC w ?? r n EE gg o ° o 5==5.99 ?. -4 ?roTN m'= ql ?c? ??? ?o ? t v Ebd m ? w?yPt.E?oGi E '5$$.Es?a? o?o?oc•oo ? ???? ro'01 ?y 3?0o p dr rod.?M •? $ -• Z'- oW` a my o cg ro5 ?w 8TtFO m 10 is c 3 c5 ? 'j ? °?. 23- d ° p en; O7 ° $.aD E, lE c a ? S. 'cr• ? c L r°?y3 cO3 2w.E6?•F -61,5:2 i « crr??mm ?'1 Eo3 ?. m oQ ° o•?ao ?y]]w«Q{?{pp?T yE roCD v'- ?, ??yytt Yy'- $ j 1.5 rCa??rp `?C?. ?C ?F`a f?EEta E u) G R.- Q Q } N ' 'P C Mu O n? m L. 4 W a C row O a W W 4 .T_. ii r so riy N E _ y ?..-.i xq? t 1 WSd01? ?j cd `o$`o?m b om.H $? ?'? fyg••a?? E.?? w .Sw'g$Q?3 ca gO prgo cad o vc ?- L+7a oN ??ryESgT?Cno " ?5 v 5??'??eO?C a€ 9[5n.Ny 15 w d A? .1c 9n °C -? C a a?, 6F ?7. ov.66 10 € -c S c?r_n?? oo FC 'ESN y ¢5??AR E {a? o 3 L• 1 9 p'5o ? E? o Ey1 `oa 0.D 5 ?,j F •+'F IC A ? U ?'6 •F C N E LC 1FC tdbo? ?3L?NOQ'Vi ?:-.? yr? r2 .W V y my.,$.? `y+C C p Y? f r_?? Eoc .5?? ?go w fS?$.m ?m woa? ?r.$n E "c „ r- p c '• ? W S E o agy? p aT ?n' ? g E- Row 'E8 LL N C M a (7 :3,52 MM Nw Go a. p }??f=1? N t???L "yyy°N• C•C N}p 2s CY$ C "°. ?N y`Hdm L1 CmYFmd V O O4?S9 Nr _S' dNma C d?'L.- ,c C ? O C C ?Ea'E$?nm?$.o?3 ty uai a Z F-3d°v?m° s a? a ; N i V_ ? mg a ,$ ? _ C•O E_ r? o Cpl b??0f T C a y?y Cl• 88z_ Na Eg y'ttl 't° O b .' T NgMO C H N b d • •E E£d ? rX$p E°c" r ?•oEbryo d T. ET O. ?E ' a2. Eta z° ESE .- d '° EEua? 2 .••• O J7? ?n ?y 0 r F W 2 Aso i ?w C c d 4 rn C o „ w9 C F =to g- d S s n a a•E?'o cP tn m° 5 ? °° ?? n? ` rn. •? ? a.€? ' .? n -y? ? ' ?E • O ?F?y3 te d .o C3 y? yy 5G? y Ld 9 1 TIPGC? d C ?pQ a?O m? O` dFti,d ?N p ? YM 'ME $Fy 'y?C pYA-6F 1-2 0 'CQQCmCC NdCd E N9 p zE.5 22 4 ° may F^j Y W Z n5 w z ? m? •a? E? uc U d ?J O? E 55 ?' u O vl° H p? N ? LS?? o? ?•Q?v 6 E.5 -0 oa -c3 43 Vz n '2N 6 0 N Q 'r 3 M ?Cd {{xx ywvlj dd ??=E $C?O Sr'-+ 1i"c aisgo-z tZa g i?.g 'R I?_i-T N dQrL.a? ?x,7•dd? ??..P E? m EL°?d n5 Es ?.? '? ?? ti aNE d0 G W ?c yfd g a5 nw? a mro c1?dpa o.? ?? ? u?C?•?5`ve C ?? 1tl W? E $yu?a?? ? 3"0. ? ° m ?a OCL1Nq? yp_p? cc Cd?? d N? 5roo A R7 ,?g? ??? ?/ ??? 1a C 5 ???C?p•c Cu 'a Sm m? 9 'j..-c'V ?yTj Dz 211! ;Pt C; L i ng{ JE•- ,gd2m?• ?d•g ? c? 90"•'$? ? a?? a wN 0.05 c`' -L?3'"? TSB c?9sp -.d mQa ?c ??5 ? !3 > v?F c yyw;O? ? a wL°Op ? '7q d.E d a'y?E d E mmd m3 Onedwm Ya?da T?. y$ •EA?d OUpZ m 3. croo ? ?cc m vd"a E53 p lot N c ?R, wo 0 o H y y y c Y V •tl4 `fro LO.>Ca v H• 7d{tl •A 2•E d oo w 6 E C?yy 0r d6 TU g d? mF co??`E E??a?P'!5 EPA a? mc? 5 ?'?? 5 ?dfS -ow o m?E m ?c S ? d yd c 3ld= H cc o $?•_d 5SF 'E Q.' ffljd m-d $s._ c XI .g .4C °. fflE ? w n?o•? u?Bc H 9 d .6? ?ww4P .' ppJ Tea FrE rn P tyo ` L a?'apq?l?d ?E EEEE •?yn? y 'e Tic °Qb .6 nnyA N d N 3C'•g cP.O F? 9Lry??W dw.°!tl N flcyH 4 ? aT W C c m?d 1Gmw w Yfn d ? ? ° ? ? ? ? EI N 5 N y n = W ~ ? C ? m d ,V P ? E q ?l ? ' ? _ O P d y ? ZZ v E o '? ?? a.4?y ? v7 .?1&-O d? ? o L?? $ O n6•c S °1c m..°? a n 6 °u ? •??' ??do??.?_c `.??' ?$5 C?5o???•S?i d ?`d??? ?' ????FbaFi a $d E ?????? E? ocd• °' ,• ?rnm R1 .SS $g g? W ?E dH HE 4°?oEn?OEro$? ?C?a ?$ a 4+5°c S.Egdap?+ QmEdu?w'6?s ?y5 d CT1P 0. ??? ? 3 msc c:°a ?fia?•6a A :: G y $ c`q«?° ?m$ momma cn' m?o$cQm c •?yyg?} a •qy '"Hp 5 ?,y, $LS ?E act y2 m '1r ?? P7. P CO ?V C ?mE C H S _C pU ACS 'p' ?Ey p 0? u L `v q._ g m '^ 2 L°$ 9 YIN E _E 5.m `m?a oD-r u $« c ? i c? lG w.2 ? R° ° rorn a u `dbm c?$ i? ro ji- $ crow 0 td #o roE 9` ?, ? N.. g 5 '2g0 oc5 m.j 1-0 'yob ui'm mm$ ed a''6 L+a 8 5 -091S3 ?c m° `c aciE? a4 m c.c? ? o 3a, Oo 01SEs d o E'• ? m?am NwP•-o3?i °pg.o?cg tt?gr'a??y; '? o °QC ?• ° d Es n C ?? wa?i?E $5 ?v'.5 umi is a u g `?d?oD YEc? Y•m?F?- 'gypp =5 k__ r N J t5 ^ N 'f Q1 ? S Y v ?.Q C do ;? YJ S? S? aU(?j?.. -pa_ NTO C3 LU S2 805a ?r?y 'D1i . 0 Fuu F ' ° ?•15 55 W UO.h ° 'c o m L°wa N ?' ? a u5nm '?' T S' 'o s 2 ?YS D ??$'NWma y}+p F?GgN m ro N gha °?sG- OftWF?`d. n '? "? c LoB?? m4 Ccn .?s _o° °vm '9 ',???dro C?c?"gcTD??od 6 lie c LVO s S •oWv rna yzHC e? me mS?row N'6Pa?.- m 2_25gS? aWLW7m•c •?wp?'`i wo g ?? .+u.- ?Loaau °??•O? uar °?9j ?Oma?l? a Y n F} -0 rQ y NoF °N ?,pQ C ,? mV ¢}Nn'q N .4 oCCN77w"L ,NNa GG9 ;M: v0. . CaF?3?? 9 •?N?a?? 'u53'c?tDra ?rdws?$ ? N n ? ei No I m Ox-m u°?-?m m0 x ? .+ S a F.°ddS' v. W m TSaYlvromm n mb cy?mmt cpc?? ?? •a? .E ?Cj .? £?_?" '? 1.2 o mM9b N S OI ° L q ro•y? O N'~ m• N C 1? y EE N17 ° O ?j ?? g 5::•z ?• fn c P °{{? ?'- m $ r E TOIL d 8c'•Gama $' 3 o,m ai.airi a ° 3 m,6 ° cm3 m ?cro'"° mu ? Ec rose ? ??? SN'cm m`?c ?o?12u At 0-1 F??? ?????? as ???yy ??,q?o•m 5ra? P cg a?oy?? as 7?wu'c?w ?????? ¢ uOnEOY'? iL06$s?}2a ail 'd A O's-al v P, N g aro N?j°.4 H-MnD1'n $ lV ?- m E mm a vpO$ 4c Fs.`.d v u° 9$ ?Dtlc '?cc °r? m3? ? QO $ m $ cN 9 w:9 So 551% Sm C q C Y e'd T 0- m N L c N S a, C ?- T? C m -2 16 12 ?°c g' ? 2 k a 1d m S ° $ ° °cro r? ? '' m `tl m 5 m E _e• .cD ? m'F?•' q ?+ ropna 3 '3 S Ecm? ?°c? ??• & '6i mFB m$0 .0 3S ,K _?G ?j 3SN m r?-5MI. cy p' roTi $aaa5 .$i?SC yyd P?m •?? 'C??Cg? gym, n.6 c c p om y'?y °,r?m roN D?1 01 LC L'?W•i7 ? m as R a?P??Nn 7 cN D ecc a3o m•7 r-7 miJq ?n MI5 M12 0o???? p.ma c? 2vE`D r'a E8 ?in nn ?rom? Lm^ R mD ? 55 N ?•] s N O N V •? °(j ?N a?'o Ag`? ° 6?`c c mE _?~?' g p?E?4 ?3. pg o3 vm 3c Pi $K pcpp?s F'F?U v!ri?mro?Aqq N^S ?bocw @iv s'OA$?e N pyL?ICCN @ ?C JCL,,[[wn O.C pgCr??j a_ v d6 ?P}?} ?y?°Ca ?? ?ep? S O'y T??9 $j??NCG G9Nm?c0? `@?}??? Oly d N ow@ g W ?q7 @ .G c Q rp? 'C, ?o 2 n 0 m? {y ?y F d1 O q? +-Q °d bbi a0'm n,C V?• ada((? @{O ?g yCa ?j• y??"y? 'y Ay Cm ON N OC? oyIoad ?.09? W• ?? gCgp?y?e?+ Na ?O.? E E?? p? °N= 43 4 $a.SEa?ro Q:E c @ aw ?°c'• '3 CC @ Ce3NG° vvi aN all $.c cm, myp?_ .5 ?cv?' m e9 Ln •?? de0 6: cN v m@yv?m 0 VI E_ m s? Cw d ci 1* t2 m o O ° P 9 0. ?n Y m° ?$ cod?h?m?cti cEts o O C oc E ?c?'?a«?i.c',rgnn ??aNnal1 e?w? .a0Iia.'C a Ny W 6. 2 -0 a ?m ODD 4-. ,.b .? G T?a ?y OTC Ev6 ?ya?C? _ l ? 'ea ? c m F t ? a E a. pE??c??aU m ?? o$°$ w E LC a v?y. ??0? ? ?vC1O?Q O$.S a?ap'? m V E° ?? ? ?il .?' ? pv L7F a g??'3 ot?•g3Y ?c?`-rc ?• °? Af?? `° •$8 °' Lea a0. Qei°3??ppa c N? 2i e0 $c= 33 a?0?? atn oi8?' Do .1 k.s.o y sCr v N. ?oy Eo a2 a ? ?L1€$a c WZ' Px yQ?n .2!5 ? N O O• ? b?Q aCO. tTtl?OC 7? Qy r01cL n •? g $N mvt?.. 8?a G1E ?fo? m OP9E •?-6 ?'- ?•'a E S F?a9?t3?'a v vc?m.? g Uo?°aa9??3.ar?ed?L° ' m °°V v+' 9?i '3 ;,? Ev.-. vb tl '.?am Na 7C/?A7•c ,cr?,?F -10 ° t' c « m N ca b S 12 v O° ? ?jm °.n5 .°+d E vn Ua I.p 3::5 9? -0 ?. tQ z0 ,@$v 97e AFL o O oy•g Q N d Ys WsjgM y 7r L?6. '?c$ecE E •,v, ?o? M1 ?g o n c gagF t? no m c m? $O v 'g c s s a O ?o ?? qY ra S ?'? m ?Q }c3 d- v a 5 e-4ro ?c o?`° a3s m ¢ '? a c? F 3g w?3 c cn cd gv 9 ? ? ?a a c E°r T$-? a .tl 5? w d. E Pv ? c' cg? py mU E °° wui GJ?a•O@ amn •Ep? .a a• ° t? wacnm a as^m _dE??'am?• A amSu7m E?.- ?°+ @oS? OJQ.".E? $ac OLo ° ?`° XF m O ??d '? .P o p± a?N a Oj nL?« QOR NPv m 6 @ Le c4 aF ° ? a ?• ?.pr m$anam? '? ?.E•Ep Q F{b? =c ?mO.?Q ama ,s em 6 a?u1aE ]°a? `?•- U '3 %?_7y?p, ypL y o. mo aN m @8y' Fad?p jm o 7tg.{Y a? E om 12 a WAN h'P N'O.- b'Ge0 a? Zd } s0?Ce1 ?•? C?v i'1Cal dC _ U 0. CC ??11 U O W'iL?L ?' OyQI y ?__ Ao d._ a 8mso?S Z,??aN Pw p0p4?a'3 Sa@t'i? vC ?• C ?LV?cR?pm ^v ?b 7?° ? m CL CS Ei 0.?&G aN an a F0. ?J 7 A O P 1c ? ? 99 _ p? G p1 ? 97 gcde? C.? 6??CC?55 QC?0•_?R ???FF3p UCyNE e03 Cp?~ v?c5• m N ?p ?? a 3m o???rna ? ??y?FeYJ ?/1 {?!i.O ?Ny N'G W a a w o g O ra 0L1 y? OI- O'er a 'p3 to aN?m QU a' wmDH@5 $ °I_"c?° 9?ndam BE?m'GU. g E? m ¢ b .E0???° v 1 S?aNO F '? u?B O O jAY+ o CCCLLLL ?'E #.d ? ? ?n a o? L aci ? 8 g00 A A r c wN sac c pava $ Y 9 ? te. 2 Cw7¢ ;a c m y @EA ? gyib A ?i p4?+Y?£ ??gs ?y' m a?nv m. ?'mn ?y ,v ??4'6.1P v'3:- O ga o1 ?' 0.?-?3m2'$ui ?NC L° vTd'? gP? L vae?.E a?? F C'qq C o??# ? 'bn @0 91 Amoci SO Em 5 NO epT??? co¢ EU_o?Pa spa a avErnaO ? M °@.. ?OsgY p ?N e3 a ? Ewa E ?uW6Q °', $E ??r ? m a?N t? ?)N d n J "e3 d q c C'kyvN-s yQr8S88-.1v G?4? ?m r m ^ai•a?raco?oco c 3?W.tm ° Wq pa•_ Z•nro:q`?o 53;'•-? rna o's?t?a ?. }? g ??ry °pQ•?yo?NOoa ?g m+9. ^pU 061?pm$ vC T?6 C? Ell ?p •P Sr' Ol O {y ' W k s Cpm °~P a? Qum pFjOO° tl C b° V F dp m tEy C 0. (p? c ° o t pp .S avgv a •? ? m? ?g$? d? OS v ,c ado .cc ? ?:5 y. ad y '016 °'k" 2'° +Nxa Wd ?°. ?'?y•?•?,o ?'- DI°y wo•D- g N LL:: @S °?., G L°'? ????- ain 3?p??- $ PTme?cL n92$c' c? oDy°c d $ g onEq- N9ad? d c p'C .SQ D' ap ._ ?a3, 0. aq??°? '?aBg ?CWd 5'-rn C 0YE ? et pNW"?•rnbQ'm& :E0.?r`? .mod C??'3? O ?y ?? rpply°c C??•• °1a'`?',? •d?a'SittW I •N??•? •?d r N ? •y dY?. Ek ?L y ?/?•+T??ay ?Q $v mi9?` Piro y.??- °?pcc2°3 p C 5i ?Q,?D mD?amg., a7O N ??LN y° _ tp a?i D?@ ?? N P-P^ -vs Lc av yULe ?u-o'- m3$8 ???OCivE° 1'a5 L° a2W Ti o n Y! 3 a ate' a n m'^ E °S a?rYi? ?ryry•'?? ?icS1L C"0.r ?• ?5yy y L Fapp d? E??`? m p p 0.75.E y O 0. ? pG ?Ib?{ rn `CC®N? ,CmC ?tpp pF? Us ?yrtpp CY_?? ??Y1 y.?tY? pm ?j u'AP ?N4 'C ?N p_y RpH ICO Lj ?•-W OD Y"a7 F' N? r. •$ 6 S EL,F 12 N O r q'g mDi H? F3a D.?s? :: e s .... N O Vl Q y y ?o?o?y?c$ m. 7,_ F cq?c_L?p••qq 5,4?•d?? ?ra cW c ?p` '? ???•ro Y m25?' cciao 95.5MOR = 3a •crUc •?O 3•'L?`'- ??'o ?E8 p ?L C tpnac, C. r?C m? N V 7 ?wNW p•? y.PL° CTpn tlf O 0. m 2.9 0. 1?.°d c'-?d OCV eWD .?? ?c?• c- Nkpi°+ 25b ?•~?p$ 25d ?n,c F °€ c m°?pp W?N m Hg-"' •4 7.Q§Vi ?'a o Nc? m g? Gm vai nD } •? tc ? W -G s a »- Jr£?rymry?N?mvQfm??t?ry°{m ?2Ty ?imO$? £i LL,c Yn?a?i .1 0 909 $?° ? cie 5$ 4 ?,E ataa d' w Oy,Sm?d?,6.E 0. ??.. E C3 Oc W d N u v c 0 y Da rnF?i c $ it `o'm c .. N c y$jiy$c°81 H.Lt6?Sp?F$i d ?a ?y? g 3 m ° CC C c ?pa.m-'? cE c O°aA ° d Nc D Qa p SC•.ymN ri? ??75a-& 9 5 OC? N C_D$ G ^Eo ?-? Q WONT CCLO °'fl O d ?° C ??yroC Y, y 6T p!O dC? O6W D°ym u, e v °o? $?S?Qaro?$?a? oaE°?° ia? s???tlWEotv?r°N?°E a t o F y c a as w a? y -• a? 'E yyitl ?O°O mND CL?i9?j?CsFNU 1 ?a ti y eg .? ? g T5 ?p Gp E yy?r?ppiE °? ?rn m N ? V v N O a t7 -° T C T N b Lg$ F •S c &.L Ln m 0 mppc_.? N?`m oP ?? WY? oQ m Ca? ?` ° cR C. 2 0 S? a? n.? $Yj ?'g c,c $c St p E ?u rnN? .? ? km° Pao v .8 .6 2-5 10, y?eS???mb? atO-?o ta??9'p??P•p? v? $.?? d c cc 5c1 m O do ?.j '? d m a$ g Ti'R a 'pap N'? O CO ' a°' .. E$ g??i,S_??Mco g c0'0 I Ttv'?`am?? m iOS' ?, y .F3ra m 80 ° ro • c - gg?? gg g {y f ° a??P ? S? EmYi?r.?'c?ma 5•- ?rnyc'? C. N OmoN? (A E?Sv W,^?-'041'S .?RPL N Np N t± g N LN O : t3 y'Ep ? m d d C L yEj n?ao33t01i `o« m Sf?iG? ? oR r Y ?? •3 'Sty d sdwd 3?i' ?3`A'?dsccFc0 IW' cmLy C9 gL 1,21, p9 ?01 _p•OO S CL0 y! T] °9?~SL'Y nq m 0.01 w? ••d.E?`? '$O •y?±QO? N ?gg $? Cr D.Sµp?'Cp.E Ly?'? Cp??•?gy ?r 0.^y 12-6 gr?On ?,nEc y?F9 h °u n?{?am?yCleyt° L_ SN g Om pq o? 0 80.8 C' MPH 2iOV7 y Na gg11d ]--. $'-q?yJO y• ? yy - OI j A ad D y n rn-?Ca VTa S•?vs?? 4w.E9mNCQ? J MS v! pt?AWy' ?P Q m°?v ER .O GaG W p C- y c ni ftl N 4 0. m Cy a E m ?m-¢¢_?'r mrayo, ?.4?,_. G7 m E nd N^ ??rg 7? a, 5 ?- o YJ..m mdca •o"?• m d 'tl m 4? ?y.•k??• sl i, g : 1° w1?ad?W Q.$ m $ m E•g 0.o pF (d cyc? X o'$+EvpimwE p.?$nEnff c01+?3S a?°Cyy.?..?? Apo b?i0 m mtf7?mq. toga ?+?a$p??35???cd biT ?? Nd NO?tic F??9 N41O Na•N ?' C mo? ?? N ° $m5 mE? ro'nI?OC$i?ediIMM 8. A "o w c COQ m?-ob AN:- ?.E.8, 's ?SmN W l7 _ z p c?•}? m «o w5 Fps s° ? t0?'2? wo ° 8 U9 ? C aG S C ? 1 W m N C S ? 2- ? O Ng ?r7? O 5 ? ca .a 10c? ¢1 ?yS1 ?, 'E c01ium 130'8 , ? ???g o+? rn P4' Lyy°?Haa T??NN? d???"b?"?3roro??$ NppT 1 pO ro 2? pyybU?n?uu Sypgn m G?C C? OHC? ?xJ Na.r ?•p i ° d ° P sad 9 8 o C NV7 .00 N !j p.. -g a `°0.p rggpp pp u°g?Oa a o R rnm .Q V.' p ^? a? g 9 2? Up L? $y4? $ ?53mv G 2J • 08 Ouy C ?cLL? 6 t1 ? 2 62f8 .8 ?U'c Nyal• yy3 ii °, yC?wd ffi ?L N p ?g+??._. C pd NWW FFC cEE H.1 y P YCqq?? .P pd? ??Itl'..p p, m y n ?'rJ C? ? ?y SN p?Z? ? }9Fpd? U pP ?lc NN o S D ?? ? oPE R ei ?y.u Z•m- ¢cUIp1+U5 u°.? pm v3 i?ppi?LL??saa????_ yp?pG•mv?v?? '.?? ? J.P =W S d my hd'?b?S3 S«0.roc Y Ewa ? ? ? o$ E _ C ?yy yy?? i.s ro^ o'? c_ ?,?yi°?? ?ca? c m?CC c ? ?? c.E !yF$ ?,? .a ?i•F ? u fmpn? G O C O C °',c},?t b1 OO C E to C° ?? N p ?.c S?PC9 ?•3 Gm. 0. m?N?m .5 S JO L° N? ?S ni 'o? crp?1 o?yE?3?SvvL°?3.S Qq. 'E" 15 C ^41•C C] r ?4. 9? Z' p r?? O? US' a•• O' Y 0 .4 j ? d 2 a? '° B m p"Q ,g _w Y:E y v? 44 rte- m?? c Ym d? ?WNa CC2 Cy G41rNp C 9?TiPr, WNW ?SoSs'cSO °o Ny'Q y t4'?N gg O O ? O N N'??•? '? ? .E'- Ug YP ?q 00?? ? 31. ? ?y•_y S ??aC?.. Fyan? 121 4p4¢ ^- Nozig. b-0 2- C}? o F_ L,`?? ?• F N._ to n°?irn °9 m c } C m1 dC? 2-tiy me ° A' 0. v -. b Od a3$-i50.ro`°t5 SS ?nr?i NWx ?• N V C a m N m y C C ` v v f y ? ? N u?u?? roo t ryp y C.C y C ?.?. ?' y LC C mrg G F [T m •c u 1 9 a m,? oci o ? 3 ? N ???7 ? mn 0 ?? ? mm ?eS Ali ? s ny ra nc?? 9? ? ? m O p m ? p n.. °?C mho ?? p? U . C Cy 3 C m e r If m zz En L b Fn Q City of Clearwater, Florida CLEARWATER HARBOR RCW SYSTEM (10-0008-UT) TABLE OF CONTENTS SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS SECTION II INSTRUCTIONS TO BIDDERS SECTION II SUPPLEMENTAL INSTRUCTIONS TO BIDDERS SECTION III GENERAL CONDITIONS SECTION IIIa SUPPLEMENTAL GENERAL CONDITIONS SECTION IV TECHNICAL SPECIFICATIONS SECTION IVa SUPPLEMENTAL TECHNICAL SPECIFICATIONS APPENDIX ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION SECTION V CONTRACT DOCUMENTS Prepared in the Office of the City Engineer Covendoc Page 11 10/10/2008 SECTION I ADVERTISEMENT OF BIDS & NOTICE TO CONTRACTORS CLEARWATER HARBOR RECLAIMED WATER SYSTEM CONTRACT # 10-0008-UT CLEARWATER, FLORIDA Copies of the Contract Documents and Plans for this Project are available for inspection and/or purchase by prospective bidders at the City of Clearwater's Plan Room - website address: www.myClearwater.com/cityprojects, ON FRIDAY MARCH 18, 2011, until no later than close of business three (3) days preceding the bid opening. Price of Contract Documents and Plans, as indicated on the website, reflects reproduction cost only. The work for which proposals are invited consists of providing and installing approximately 2,500 linear feet of 12-inch, 5,000 linear feet of 8-inch, 1,000 linear feet of 6-inch, and 18,000 linear feet 4-inch diameter reclaimed water mains by directional drill and open cut installation and the associated appurtenances for approximately 450 reclaimed water services within the Clearwater Harbor neighborhood. MANDATORY Pre-Bid Conference for all prospective bidders will be held on THURSDAY, APRIL 7, 2011. Representatives of the Owner and Consulting Engineer will be present to discuss this Project. Sealed proposals will be received by the Purchasing Manager, at the Purchasing Office, located at the Municipal Services Bldg., 100 So. Myrtle Ave., 3 Floor, Clearwater, Florida 33756- 5520, until 1:30 P.M. on THURSDAY, APRIL, 28, 2011,. and publicly opened and read at that hour and place for Clearwater Harbor Reclaimed Water System (10-0008-UT). A complete bidders package containing plans, specifications, bond forms, contract form, affidavits and proposal form is available to the general public (Contractors, Sub-contractors, suppliers, vendors, etc.) for review and purchase. However, sealed proposals will only be accepted from those Contractors that are currently City pre-qualified Contractors in the construction category of Water & Forcemains with a minimum, pre-qualification amount of $1,800,000. Contractors wanting to pre-qualify to bid this project must do so two (2) weeks/ten (10) workdays prior to the bid opening date. A 10% bid bond is required for all City of Clearwater projects. The right is reserved by the City Manager of the City of Clearwater, Florida to reject any or all bids. The City of Clearwater, Florida George McKibben, Purchasing Manager (727) 562-4634 1 Sectionl.doc Page 1 of 1 8/27/2008 SECTION II INSTRUCTIONS TO BIDDERS Table of Contents: SECTION II ................................................................................................................................... i 1 COPIES OF BIDDING DOCUMENTS .......................................................................... 1 2 QUALIFICATION OF BIDDERS .................................................................•................ 1 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE ................................. 1 4 INTERPRETATIONS AND ADDENDA ....................................................................... 2 5 BID SECURITY OR BID BOND .................................................................................... 3 6 CONTRACT TIME .......................................................................................................... 3 7 LIQUIDATED DAMAGES ............................................................................................. 3 8 SUBSTITUTE MATERIAL AND EQUIPMENT ......................................................... 3 9 SUBCONTRACTORS ...................................................................................................... 3 10 BID/PROPOSAL FORM ................................................................................................. 4 11 SUBMISSION OF BIDS .................................................................................................. 4 12 MODIFICATION AND WITHDRAWAL OF BIDS .................................................... 5 13 REJECTION OF BIDS .................................................................................................... 5 14 DISQUALIFICATION OF BIDDER .............................................................................. 5 15 OPENING OF BIDS ......................................................................................................... 5 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES ........................................... 5 17 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE ............................. 6 18 AWARD OF CONTRACT ............................................................................................... 7 19 BID PROTEST .................................................................................................................. 7 20 TRENCH SAFETY ACT ................................................................................................. 8 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES ....................................................................................... 8 092710 SectionII.doc i 9/27/2010 Section I1- Instructions to Bidders 1 COPIES OF BIDDING DOCUMENTS 1.1 Complete sets of the Bidding Documents are available at the City of Clearwater's Plan Room - website address: www.myclearwater.com/citTrojects. Price of Contract Documents and Plans, as indicated on the City's Website, reflects reproduction costs only, which is non-refundable. A complete bidder's package containing plans, specifications, bond forms, contract form, affidavits and bid/proposal form is available only to pre-qualified bidders. Contractors, suppliers, or others who are not pre-qualified but who may be a possible subcontractor, supplier, or other interested person may purchase a "Subcontractor" package consisting of plans, specifications, and list of pay items. 1.2 Complete sets of Bidding Documents must be used in preparing bids. Neither the City nor the Engineer shall be liable for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents, by Bidders, sub-bidders or others. 1.3 The City, in making copies of Bidding Documents available on the above terms, does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant any other permission to use the documents for any other purpose. 2 QUALIFICATION OF BIDDERS 2.1 Each prospective Bidder must pre-qualify to demonstrate, to the complete satisfaction of the City of Clearwater, that the Bidder has the necessary facilities, equipment, ability, financial resources and experience to perform the work in a satisfactory manner before obtaining drawings, specifications and contract documents. An application package for pre- qualification may be obtained by contacting the City of Clearwater, Engineering Department, Engineering Services Division at P.O. Box 4748, Clearwater, Florida 33758- 4748 (mailing address); 100 South Myrtle Avenue, Clearwater, Florida 33756-5520 (street address only) or by phone at (727) 562-4750. All qualification data must be completed and delivered to the Director of Engineering at the above address not later than fourteen (14) days prior to the time set for the receipt of bids. Bidders currently pre-qualified by the City do not have to make reapplication. 3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 3.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly; (b) visit the site to become familiar with local conditions that may in any manner affect cost, progress, performance or furnishing of the work; (c) consider and abide by all applicable federal, state and local laws, ordinances, rules and regulations; and (d) study and carefully correlate Bidder's observations with the Contract Documents, and notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 3.2 In reference to the Technical Specifications and/or the Scope of the Work for identification of those reports of explorations and tests of subsurface conditions at the site which have been utilized by the Engineer in the preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such reports but not upon non-technical data, interpretations or opinions contained therein or for the completeness thereof for the purposes of bidding or construction. In reference to those drawings relating to physical conditions of existing surface and subsurface conditions (except Underground Facilities) which are at or contiguous to the site and which have been utilized by the Engineer in 092710 SectionII.doc Page I of 9 9/27/2010 Section I1- Instructions to Bidders preparation of the Contract Documents, bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. 3.3 Information and data reflected in the Contract Documents with respect to Underground Facilities at or contiguous to the site are based upon information and data furnished to the City and Engineer by owners of such Underground Facilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless expressly provided in the Contract Documents. 3.4 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities, other physical conditions, possible conditions, and possible changes in the Contract Documents due to differing conditions appear in the General Conditions. 3.5 Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing the work in accordance with the time, price and other terms and conditions of the Contract Documents. 3.6 On request in advance, City will provide each Bidder access to the site to conduct such explorations and tests at Bidder's own expense as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the site to its former condition upon completion of such explorations and tests. 3.7 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the City unless otherwise provided in the Contract Documents. 3.8 The submission of a Bid will constitute an unequivocal representation by the Bidder that the Bidder has complied with every requirement of these Instructions to Bidders and that, without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents by such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions of performance and furnishing of the work. 4 INTERPRETATIONS AND ADDENDA 4.1 All questions as to the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda, either by mail or facsimile transmission, to all parties recorded by the Purchasing Manager as having received the Bidding Documents. Questions received less than ten (10) days prior to the date for opening of Bids may not be answered. Only information provided by formal written Addenda will be binding. Oral and other interpretations of clarifications will be without legal effect. 092710 SectionlLdoc Page 2 of 9 9/27/2010 Section 11- Instructions to Bidders 4.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by the City or Engineer. 5 BID SECURITY OR BID BOND 5.1 Each Bid must be accompanied by Bid Security made payable to the City of Clearwater in an amount equal to ten percent (10%) of the Bidder's maximum Bid price and in the form of a certified or cashiers check or a Bid Bond (on form attached) issued by a surety meeting the requirements of the General Conditions. A cash bid bond will not be accepted. 5.2 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required Payment and Performance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute, deliver the Agreement and furnish the required Bonds within ten (10) days after the award of contract by the City Council, the City may annul the bid and the Bid Security of the Bidder will be forfeited. The Bid Security of any Bidder whom the City believes to have a reasonable chance of receiving the award may be retained by the City until the successful execution of the agreement with the successful Bidder or for a period up to ninety (90) days following bid opening. Security of other Bidders will be returned approximately fourteen (14) days after the Bid opening. 5.3 The Bid Bond shall be issued in the favor of the City of Clearwater by a surety company qualified to do business in, and having a registered agent in the State of Florida. 6 CONTRACT TIME 6.1 The number of consecutive calendar days within which the work is to be completed is set forth in the Technical Specifications. 7 LIQUIDATED DAMAGES 7.1 Provisions for liquidated damages are set forth in the Contract Agreement. 8 SUBSTITUTE MATERIAL AND EQUIPMENT 8.1 The contract, if awarded, will be on the basis of material and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or equal" item may be furnished or used, application for its acceptance will not be considered by the Engineer until after the effective date of the Contract Agreement. The procedure for submittal of any such application is described in the General Conditions and as supplemented in the Technical Specifications. 9 SUBCONTRACTORS 9.1 If requested by the City or Engineer, the Successful Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to the Engineer an experience statement with pertinent information as to similar projects and other evidence of qualification for each Subcontractor, supplier, person and organization to be used by the Contractor in the completion of the Work. The amount of subcontract work shall not exceed fifty percent (50%) of the Work except as may be specifically approved by the Engineer. If the Engineer, after due investigation, has reasonable objection to any proposed 092710 Sectionli.doc Page 3 of 9 9/27/2010 Section 11- Instructions to Bidders 1 9.2 Subcontractor, supplier, other person or organization, he may, before recommending award of the Contract to the City Council, request the Successful Bidder to submit an acceptable substitute without an increase in Contract Price or Contract Time. If the Successful Bidder declines to make any such substitution, the City may award the contract to the next lowest and most responsive Bidder that proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. Declining to make requested substitutions will not constitute grounds for sacrificing the Bid security to the City of any Bidder. Any Subcontractor, supplier, other person or organization listed by the Contractor and to whom the Engineer does not make written objection prior to the recommendation of award to the City Council will be deemed acceptable to the City subject to revocation of such acceptance after the Effective Date of the Contract Agreement as provided in the General Conditions. No Contractor shall be required to employ any Subcontractor, supplier, person or organization against whom he has reasonable objection. 10 BID/PROPOSAL FORM 10.1 The Bid/Proposal Form is included with the Contract Documents and shall be completed in ink or by typewriter. All blanks on the Bid/Proposal Forms must be completed. The Bidder must state in the Bid/Proposal Form in words and numerals without delineation's, alterations or erasures, the price for which he will perform the work as required by the Contract Documents. Bidders are required to bid on all items in the Bid/Proposal form. The lump sum for each section or item shall be for furnishing all equipment, materials, and labor for completing the section or item as per the plans and contract specifications. Should it be found that quantities or amounts shown on the plans or in the proposal, for any part of the work, are exceeded or should they be found to be less after the actual construction of the work, the amount bid for each section or item will be increased or decreased in direct proportion to the unit prices bid for the listed individual items. 10.2 Bids by corporations shall be executed in the corporate name by the president or a vice- president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the Signature. If requested, the person signing a Bid for a corporation or partnership shall produce evidence satisfactory to the City of the person's authority to bind the corporation or partnership. 10.3 Bids by partnerships shall be executed in the partnership name and signed by a general partner, whose title shall appear under the signature and the official address of the partnership shall be shown below the signature. 10.4 All names shall be typed or printed below the signature. 11 SUBMISSION OF BIDS 11.1 Sealed Bids shall be submitted at or before the time and at the place indicated in the Advertisement for Bids and shall be submitted in a 8.5"x11" manila envelope with the project name and number on the bottom left hand corner. If forwarded by mail, the Bid shall be enclosed in another envelope with the notation "Bid Enclosed" on the face thereof and addressed to the City of Clearwater, attention Purchasing Manager. Bids will be received at the office indicated in the Advertisement until the time and date specified. Telegraphic or facsimile bids received by the Purchasing Manager will not be accepted. 1 092710 Section1l.doc Page 4 of 9 9/27/2010 Section II - Instructions to Bidders 12 MODIFICATION AND WITHDRAWAL OF BIDS 12.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered as described in the Advertisement of Bids. A request for withdrawal or a modification shall be in writing and signed by a person duly authorized to do so. Withdrawal of a Bid will not prejudice the rights of a Bidder to submit a new Bid prior to the Bid Date and Time. After expiration of the period for receiving Bids, no Bid may be withdrawn or modified. 12.2 After a bid is received by the City, the bidder may request to modify the bid for typographical or scrivener's errors only. The bidder must state in writing to the City that a typographical or scrivener's error has been made by the bidder, the nature of the error, the requested correction of the error, and what the adjusted bid amount will be if the correction is accepted by the City. The City reserves the right at its sole discretion to accept, reject, or modify any bid. 13 REJECTION OF BIDS 13.1 To the extent permitted by applicable State and Federal laws and regulations, the City reserves the right to reject any and all Bids, and to waive any and all informalities. Grounds for the rejection of a bid include but are not limited to a material omission, unauthorized alteration of form, unauthorized alternate bids, incomplete or unbalanced unit prices, or irregularities of any kind. Also, the City reserves the right to reject any Bid if the City believes that it would not be in the best interest of the public to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the City. The City reserves the right to decide which bid is deemed to be the lowest and best in the interest of the public. 14 DISQUALIFICATION OF BIDDER 14.1 Any or all bids will be rejected if there is any reason for believing that collusion exists among the bidders, the participants in such collusion will not be considered in future proposals for the same work. Each bidder shall execute the Non-Collusion Affidavit contained in the Contract Documents. 15 OPENING OF BIDS 15.1 Bids will be opened and read publicly at the location and time stated in the Advertisement for Bids. Bidders are invited to be present at the opening of bids. 16 LICENSES, PERMITS, ROYALTY FEES AND TAXES 16.1 The Contractor shall secure all licenses and permits (and shall pay all permit fees) except as specifically stated otherwise in the Technical Specifications. The Contractor shall comply with all Federal and State Laws, County and Municipal Ordinances and regulations, which in any manner effect the prosecution of the work. City of Clearwater building permit fees and impact fees will be waived except as specifically stated otherwise in the Technical Specifications. 16.2 The Contractor shall assume all liability for the payment of royalty fees due to the use of any construction or operation process, which is protected by patent rights except as specifically 092710 SectionII.doc Page 5 of 9 9/27/2010 Section 1 1 - Instructions to Bidders stated otherwise in the Technical Specifications. The amount of royalty fee, if any, shall be stated by the Contractor. 16.3 The Contractor shall pay all applicable sales, consumer, use and other taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemptions and complying with all requirements. 16.4 The City of Clearwater is exempt from state sales tax on materials incorporated into the WORK. The City of Clearwater reserves the right to implement the Owner Direct Purchase (ODP) Option, if indicated in the Scope of Work Description in Section IV - Technical Specifications and as defined in Section III - General Conditions. 17 IDENTICAL TIE BIDS/VENDOR DRUG FREE WORKPLACE 17.1 In accordance with the requirements of Section 287.087 Florida Statutes regarding a Vendor Drug Free Workplace, in the event of identical tie bids, preference shall be given to bidders with drug-free workplace programs. Whenever two or more bids which are equal with respect to price, quality, and service are received by the City for the procurement of commodities or contractual services, a bid received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none or all of the tied bidders have a drug-free workplace program. In order to have a drug-free workplace program, a contractor shall supply the City with a certificate containing the following six statements and the accompanying certification statement: (1) Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. (2) Inform employees as to the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. (3) Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). (4) In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of chapter 893, or of any controlled substance law, of the United States, or of any state, for a violation occurring in the workplace no later than five (5) days after such conviction. (5) Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. (6) Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. I certify that this firm does/does not (select only one) fully comply with the above requirements. 092710 SectionII.doc Page 6 of 9 9/27/2010 Section 11- Instructions to Bidders 18 AWARD OF CONTRACT 18.1 Discrepancies between words and figures will be resolved in favor of words. Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and'the correct sum thereof will be resolved in favor of the correct sum. 18.2 In evaluating the Bids, the City will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, unit prices, and other data as may be requested in the Bid/Proposal form. The City may consider the qualifications and .experience of Subcontractors, suppliers and other persons and organizations proposed by the Contractor for the Work. The City may conduct such investigations as the City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons, and organizations to perform and furnish the Work in accordance with the Contract Documents to the City's satisfaction within the prescribed time. 1.8.3 If the Contract is to be awarded, it will be awarded to the lowest responsible, responsive Bidder whose evaluation by the City indicates.to the City that the award will be in the best interest of the City. 18.4 Award of contract will be made for that combination of base bid and alternate bid items in the best interest of the City, however, unless otherwise specified all work awarded will be awarded to only one Contractor. 19 BID PROTEST 19.1 RIGHT TO PROTEST: Any actual bidder who is aggrieved in connection with the solicitation or award of a contract may seek resolution of his/her complaints initially with the Purchasing Manager, and if not satisfied, with the City Manager, in accordance with protest procedures set forth in this section. 19.2 PROTEST PROCEDURE: A. A protest with respect to the specifications of an invitation for bid or request for proposal shall be submitted in writing a minimum of five (5) work days prior to the opening of the bid or due date of the request for proposals, unless the aggrieved person could not have been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening or the closing date for proposals. Opening dates for bids or due dates for requests for proposal will be printed on the bid/.request document itself. B. Protests in respect to award of contract shall be submitted in writing a maximum of five (5) work days after notice of intent to award is posted, or is mailed to each bidder, which ever is earlier. Notice of intent to award will be forwarded to bidders upon telephonic or written request. Protests of recommended award should cite specific portions of the City of Clearwater Code of Ordinances that have allegedly been violated. C. Exceptions to the five (5) day requirements noted in both A and B above may be granted if the aggrieved person could have not been reasonably expected to have knowledge of the facts giving rise to such protest prior to the bid opening, posting of 092710 SectionILdoc Page 7 of 9 9/27/2010 1 ' Section II - Instructions to Bidders intent to award, or due date for requests for proposals. Request for exceptions should be made in writing, stating reasons for the exception. D. The Purchasing Manager shall respond to the formal written protest within five (5) work days of receipt. The Purchasing Manager's response will be fully coordinated ' with the appropriate Department Director and the Assistant City Manager. E. If the protestor is not satisfied with the response from the Purchasing Manager, he/she may then submit in writing within five (5) work days of receipt of that ' response his/her reason for dissatisfaction, along with copies of his/her original formal protest letter and the response from the Purchasing Manager, to the City Manager. F. The City Manager as Purchasing Agent for the City has the final authority in the matter of protests. The City Manager will respond to the protestor within ten (10) work days of receipt of the appeal. ' 19.3 PROTEST FEE: When filing a formal protest, the protesting vendor must include a fee in the amount of 5% j' of the selected vendor's total bid to offset the City's additional expenses related to the protest. This fee shall not exceed $2,500 nor be less than $50. If either the Purchasing Manager or the City Manager upholds the protest, the City will refund 100% of the fee paid. ' 19.4 STAY OF PROCUREMENT DURING PROTEST: In the event of a timely protest, the Purchasing Manager shall not proceed with the solicitation or award of contract until all administrative remedies have been exhausted or until the City Manager makes written determination that the award of contract without delay is necessary to protect the best interest of the City. I 20 TRENCH SAFETY ACT 20.1 The Bidder shall comply with the provisions of the City of Clearwater's Ordinance related to trench digging (Ordinance No. 7918-08) along with the Florida Trench Safety Act (Sections 553.60-553.64, Florida Statutes) and the provisions of the Occupational Safety and Health Administration's (OSHA) excavation safety standards, 29 C.F.R.s ' 1926.650 Subparagraph P, or current revisions of these laws. 21 CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MANAGEMENT MEASURES 21.1 The Bidder shall comply with the provisions of the Environmental Protection Agency ' (EPA) National Pollution Discharge Elimination System (NPDES) stormwater permit and implement stormwater pollution prevention plans (SWPPP's) or stormwater management programs (both using best management practices (BMPs) that effectively ' reduce or prevent the discharge of pollutants into receiving waters. A. The control of construction-related sediment loadings is critical to maintaining water quality. The implementation of proper erosion and sediment control ' practices during the construction stage can significantly reduce sediment loadings to surface waters. ' 092710 Sectionll.doc Page 8 of 9 9/27/2010 Section 11- Instructions to Bidders ' B. Prior to land disturbance, prepare and implement an approved erosion and sediment control plan or similar administrative document that contains erosion and sediment control provisions. NPDES Management Measures available at City of Clearwater En ineerin Environmental Division and EPA websites to help address construction-related Best Management Practices. ' References EPA website 092710 SectionILdoc Page 9 of 9 9/27/2010 1 SECTION III GENERAL CONDITIONS Table of Contents: 1 DEFINITIONS ..................................................................................................................1 2 PRELIMINARY MATTERS ........................................................................................... 5 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE ............................ 5 2.2 COPIES OF DOCUMENTS ............................................................................................ 5 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THE PROJECT ................................................................................................................ 5 2.4 BEFORE STARTING CONSTRUCTION ...................................................................... 5 2.5 PRECONSTRUCTION CONFERENCE ........................................................................ 6 2.6 PROGRESS MEETINGS ................................................................................................ 6 3 CONTRACT DOCUMENTS, INTENT ......................................................................... 7 3.1 INTENT ........................................................................................................................... 7 3.2 REPORTING AND RESOLVING DISCREPANCIES .................................................. 7 4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; ' REFERENCE POINTS ..............:..................................................................................... 8 4.1 AVAILABILITY OF LANDS ......................................................................................... 8 4.2 INVESTIGATIONS AND REPORTS ............................................................................ 8 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES ..................................... 8 4.4 REFERENCE POINTS .................................................................................................... 9 5 BONDS AND INSURANCE ............................................................................................ 9 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND ............................... 9 ' 5.2 INSURANCE ................................................................................................................... 9 5.2.1 WORKER'S COMPENSATION INSURANCE ......................................................... 10 5.2.2 PUBLIC LIABILITYAND PROPERTY DAMAGE COVERAGE ............................ 10 ' 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY .................................................... 11 5.3 WAIVER OF RIGHTS .................................................................................................. 12 6 CONTRACTORS RESPONSIBILITIES .....................................................................12 6.1 SUPERVISION AND SUPERINTENDENCE ............................................................. 12 6.2 LABOR, MATERIALS AND EQUIPMENT ............................................................... 13 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS .............................................................. 14 ' 6.4 RESPONSIBILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS........ 14 6.5 USE OF PREMISES ...................................................................................................... 15 65 .1 STAGINGAREAS .................................................................................................... 15 6. 5 .2 RESTORATION TIME LIMITS ................................................................................ 15 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES ................................... 16 6.7 LAWS AND REGULATIONS ...................................................................................... 16 6.8 PERMITS ....................................................................................................................... 16 6.9 SAFETY AND PROTECTION ..................................................................................... 17 6.10 EMERGENCIES ............................................................................................................ 18 6.11 DRAWINGS .................................................................................................................. 18 110310SectionlIl.doc i 11/03/2 010 6 11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW ........................ 18 6 11.2 AS-BUILT DRAWINGS ............................................................................................ 19 6 11.3 CAD STANDARDS ................................................................................................... 21 6 11.4 DELIVERABLES: .................................................................................................... 23 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE ........................... 23 6.13 CONTINUING THE WORK ........................................................................................ 23 6.14 INDEMNIFICATION .................................................................................................... 23 7 OTHER WORK .............................................................................................................. 24 7.1 RELATED WORK AT SITE ........................................................................................ 24 7.2 COORDINATION ......................................................................................................... 24 8 OWNERS RESPONSIBILITY ...................................................................................... 25 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION .............. 25 9.1 OWNERS REPRESENTATIVE ................................................................................... 25 9.2 CLARIFICATIONS AND INTERPRETATIONS ........................................................ 25 9.3 REJECTING OF DEFECTIVE WORK ........................................................................ 26 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS .................................. 26 9.5 DECISIONS ON DISPUTES ........................................................................................ 26 9.6 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES ............. 27 10 CHANGES IN THE WORK .......................................................................................... 27 11 CHANGES IN THE CONTRACT PRICE ................................................................... 28 11.1 CHANGES IN THE CONTRACT PRICE .................................................................... 28 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT ....................... 29 11.3 UNIT PRICE WORK ............................................................................. ---...... 30 12 CHANGES IN THE CONTRACT TIME .................................................................... 30 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK .............................................................................................. 31 13.1 TESTS AND INSPECTION .......................................................................................... 31 13.2 UNCOVERING THE WORK ....................................................................................... 32 13.3 OWNER'S REPRESEN'T'ATIVE MAY STOP THE WORK ....................................... 32 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK ......................................... 32 13.5 WARRANTY/CORRECTION PERIOD ...................................................................... 33 13.6 ACCEPTANCE OF DEFECTIVE WORK ................................................................... 33 13.7 OWNER MAY CORRECT DEFECTIVE WORK ....................................................... 33 14 PAYMENTS TO CONTRACTOR AND COMPLETION ......................................... 34 '14.1 APPLICATION FOR PROGRESS PAYMENT ........................................................... 34 14.2 CONTRACTOR'S WARRANTY OF TITLE ............................................................... 35 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS ................................ 35 14.4 PARTIAL UTILIZATION ............................................................................................ 36 14.5 FINAL INSPECTION ................................................................................................... 36 14.6 FINAL APPLICATION FOR PAYMENT ................................................................... 37 14.7 FINAL PAYMENT AND ACCEPTANCE ................................................................... 37 14.8 WAIVER OF CLAIMS .....................................................•........................................... 38 110310Sectionlll.doc . ii 11/03/2 010 15 SUSPENSION OF WORK AND TERMINATION .................................................... 38 15.1 OWNER MAY SUSPEND THE WORK ...................................................................... 38 15.2 OWNER MAY TERMINATE ...................................................................................... 38 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE ........................................... 39 16 DISPUTE RESOLUTION ............................................................................................. 40 17 MISCELLANEOUS ....................................................................................................... 40 17.1 SUBMITTAL AND DOCUMENT FORMS ................................................................. 40 17.2 GIVING NOTICE .......................................................................................................... 40 1.7.3 NOTICE OF CLAIM ..................................................................................................... 40 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED ..................................... 40 17.5 ASSIGNMENT OF CONTRACT ........................................... .. 41 1.7.6 RENEWAL OPTION ............................................................. ................................... 41. 17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS ................................................. 41 18 ORDER AND LOCATION OF THE WORK .............................................................. 41 19 MATERIAL USED ......................................................................................................... 41 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ..................................... 41 21 OWNER DIRECT PURCHASE (ODP) OPTION ....................................................... 41 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION .......................... 42 22.1 GENERAL ..........................................................................................•.......................... 42 22.2 EXAMPLE ..................................................................................................................... 42 23 PROJECT INFORMATION SIGNS ............................................................................ 43 23.1 SCOPE AND PURPOSE ............................................................................................... 43 23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE ................................................. 43 23.3 FIXED SIGN ................................................................................................................. 43 23.4 PORTABLE SIGNS ...................................................................................................... 43 23.5 SIGN COLORING ......................................................................................................... 44 23.6 SIGN PLACEMENT ..................................................................................................... 44 23.7 SIGN MAINTENANCE ........................................................................•....................... 44 23.8 TYPICAL PROJECT SIGN ....................................................................................•..... 44 24 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................. 45 110310SectionIll.doc iii 11/03/2010 Section 1H - General Conditions 1 DEFINITIONS Addenda Written or graphic instruments issued prior to the opening. of Bids which clarify, correct or change the Bidding Requirements or the contract documents. Agent Architect, engineer or other outside agency, consultant or person acting on behalf of the City. Agreement The written contract between Owner and Contractor covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. Application for Payment The form accepted by Engineer which is to be used by Contractor in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. Approve The word approve is defined to mean satisfactory review of the material, equipment or methods for general compliance with the design concepts and with the information given in the Contract Documents. It does not imply a responsibility on the part of the Engineer to verify in every detail conformance with the Drawings and Specifications. Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the work to be performed. Bidding Documents The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contact Documents (including all Addenda issued prior to receipt of Bids). Bonds Performance and payment bonds and other instruments of security. Change Order A written order to Contractor signed by Owner and Contractor authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued on or after the effective date of the Agreement. City The City of Clearwater, Pinellas County, Florida. Construction Inspector A person who is the authorized representative of the Construction Manager and inspects City construction projects in order to insure the Contractor's work complies with the intent of the Contract Documents. Construction Manager The person who is typically in responsible charge of City construction projects. The Construction Manager assumes responsibility for the management of construction contracts at the Preconstruction Conference. The Construction Manager chairs the Preconstruction Conference and is the authority on any disputes or decisions regarding 110310SectionIII.doc Page 1 of 45 11/03/2010 Section III - General Conditions contract administration and performance. The Construction Manager typically acts as the Owner's Representative during construction. Contract Documents The Agreement, Addenda (which pertain to the Contract Documents), Contractor's Bid (including documentation accompanying the bid and any post-Bid documentation submitted prior to the execution of the Agreement) when attached as an exhibit to the Agreement, the Bonds, Instructions to Bidders, these General Conditions, any Supplementary Conditions, the Specifications and the Drawings, any other exhibits identified in the Agreement, together with all Modifications issued after the execution of the Agreement. Contract Price The Contract price constitutes the total compensation (subject to authorized adjustments) payable by Owner to Contractor for performing the Work. Contract Time The number of days or the date stated in the Agreement for the completion of the Work. Contractor The Person with whom the Owner has entered into the Agreement. For the purposes of this contract, the person, firm or corporation with whom this contract or agreement has been made by the City of Clearwater or its duly authorized representative. Critical Path Method Construction Schedule---CPM A graphic format construction schedule that displays construction activities as they relate to one another for the purpose of identifying the most efficient way to perform the work in a timely manner. The critical path identifies which activity is critical to the execution of the schedule. Day A calendar day of twenty-four (24) hours measured from midnight to the next midnight. Defective An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to Engineers recommendation of final payment. Drawings The drawings, which will be identified in Technical Specifications or the Agreement, which show the character and scope of the Work to be performed and which have been prepared or approved by Engineer and are referred to in the contract documents. Shop drawings are not Drawings as so defined. Engineer ' The duly appointed representative of the City Manager of the City of Clearwater. For the purposes of this contract, the City Engineer of the City of Clearwater, Pinellas County, Florida, or his authorized representative. For certain projects, the Engineer may serve as ' the Owner's Representative during construction. Engineer's Consultant A Person having a contract with Engineer to furnish services as Engineer's independent 110310Sectionlll.doc Page 2 of 45 11/03/2010 Section III -- General Conditions professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. F.D.O.T Specifications The Standard Specifications for Road and Bridge Construction as issued by the Florida Department of Transportation (latest English edition). Furnish The words "furnish", "furnish and install", "install", and "provide" or words of similar meaning shall be interpreted, unless otherwise specifically stated, to mean "furnish and install complete in place and ready for service". Inspection The term "inspection" and the act of inspecting means examination of construction to ensure that it conforms to the design concept expressed in the Drawings and Specifications. These terms shall not be construed to mean supervision, superintending or overseeing. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes and orders of any kind of governmental bodies, agencies, authorities and courts having jurisdiction. Liens Liens, charges, security interests or encumbrances upon real property or personal property. Milestone A principal event specified in the contract Documents relating to an intermediate completion date or time prior to the final completion date. Notice to Proceed (NTP) A written notice given by the Owner to the Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform his obligations under the Contract Documents. Owner The City of Clearwater, Florida. For the purposes of this contract, the person who is the City's authorized representative from the City's Department with whom will be responsible for the maintenance and operation of the Work once the Work is completed. For certain projects, a designee of the Owner may serve as the Owner's Representative during construction. Owner's Representative Designee of the Owner with authority to act on behalf of the Owner during construction. Person A natural person, or a corporation, partnership, firm, organization, or other artificial entity. Project The total construction of which the Work to be provided under the Contract Documents may be the whole or a part as indicated elsewhere in the Contract Documents. 110310Sectionlll.doc Page 3 of 45 11/03/2010 Partial Utilization Section III -General Conditions Use by Owner of a substantially completed part of the Work for the purpose for which is intended (or a related purpose) prior to Final Completion of all the Work. Representative of Contractor The Contractor shall assign a responsible person or persons, one of whom shall be at the construction site at all times that work is progressing. The names and positions of these - persons shall be submitted to the City Engineer at the time of the pre-construction conference. This person or persons shall not be changed without written approval of City Engineer. Request for Information (RFI) An official written request for clarification of the intent of the contract documents from the Contractor to the Engineer. Shop Drawing All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for Contractor to illustrate some portion of the Work and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams and other information prepared by a supplier and submitted by Contractor to illustrate material or equipment for some portion of the Work. Specifications Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. Subcontractor A person having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the site. Substantial Completion The Work (or a specified part thereof) which has progressed to the point where, in the opinion. of Engineer, as evidenced by Engineer's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by the Engineer's recommendation of final payment. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. Supplementary Conditions The part of the Contract which amends or supplements these General Conditions. Supplier A manufacturer, fabricator, supplier, distributor, material man or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by the Contractor. Surety Any person, firm or corporation which is bound with Contractor and which engages to be responsible for Contractor and his acceptable performance of the Work by a Bid, Performance or Payment Bond. 110310SectionIH.doc Page 4 of 45 11/03/2010 Section III -- General Conditions Underground Facilities All pipelines, conduits, ducts, cables, wires manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum. products, telephone or other communications, cable television, sewage and drainage removal or treatment, traffic or other control systems or water. Unit Price Work Work to be paid for on the basis of unit prices. Work The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. Work Change Directive A written directive to Contractor, issued on or after the Effective Date of the Agreement and signed by the Engineer, ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed or emergencies. Work Change Directive will not change the Contract Price or Contract Time, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 2 PRELIMINARY MATTERS 2.1 DELIVERY OF BONDS AND CERTIFICATES OF INSURANCE When Contractor delivers the executed Agreements to the Owner, Contractor shall also deliver to the Owner such Bonds and Certificates of Insurance as Contractor may be required to furnish by this contract. 2.2 COPIES OF DOCUMENTS Engineer shall furnish to Contractor two (2) copies of Contract Documents for execution. Additional copies will be furnished, upon request, at the cost of reproduction. 2.3 COMMENCEMENT OF CONTRACT TIME/NOTICE TO PROCEED; STARTING THE PROJECT The Contract Time will commence on the day indicated in the Notice to Proceed. Contractor shall start to perform the work on the date the Contract Time commences to run. No work shall be done at the site prior to the date that the Contract Time commences to run. 2.4 BEFORE STARTING CONSTRUCTION Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable 110310SectionIII.doc Page 5 of 45 11/03/2010 Section III - General Conditions field measurements. Contractor shall promptly report in writing to Engineer any conflict, error or discrepancy which Contractor may discover; and shall obtain a written interpretation or clarification from Engineer before proceeding with any work effected thereby; however, Contractor shall not be liable to the Owner for failure to report any conflict, error or discrepancy in the Drawings or Specifications, unless Contractor had actual knowledge thereof or should reasonably have known thereof. No verbal agreement or conversation with any officer, Agent or employee of the Owner or Engineer's Consultant, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained. Contractor shall not commence any work at any time without approved insurance required by these General Conditions. Failure to obtain this insurance will be the sole responsibility of the Contractor. 2.5 PRECONSTRUCTION CONFERENCE Within twenty (20) days of Award of Contract and before the start of the Work, the Owner's Representative shall schedule a preconstruction conference to be attended by Contractor, Engineer, Owner and others as appropriate to establish a working understanding among the parties as to the Work and to discuss the schedule of the Work and general Contract procedures. Typically, oversight of the project officially passes from the Engineering Department to the Construction Department at the preconstruction conference. In these cases, the preconstruction conference is run by the Construction Department and chaired by the City's Construction Manager. The Contractor shall deliver to the Owner's Representative at the Preconstruction Conference a color Critical Path Method (CPM) Construction Schedule. This is to be a sequence of events including submittal review and procurement. Notice to Proceed is usually established at this conference and such date can be inserted into the schedule at that time. The Contractor shall also bring a Submittal Schedule for review by the Engineer. This is to make sure that the list is complete and this schedule shall be the basis of a Submittal Log. The Contractor shall deliver to the Owner's Representative at the preconstruction conference a completed Emergency Call List and a completed Authorized Signature List. The Owner's Representative shall deliver to the Contractor at the preconstruction conference a project disk that has all of the necessary data and survey control points for the purpose of construction stakeout and as-built survey. The Owner's Representative shall deliver to the Contractor at the preconstruction conference a Contractor evaluation package. This is for the purpose of rating the Contractor's performance for reference when considering future contracts and bid prequalifcation. 2.6 PROGRESS MEETINGS 11 it The Contractor is required to attend Progress Meetings. These meetings will be scheduled on a weekly, bi-weekly, or monthly basis depending on the needs of the project. The Contractor shall bring to each meeting an updated submittal log, an updated request for information (RFI) log, a look-ahead schedule to cover the project activity from the current meeting to the next meeting, and all material test reports generated in the same time period. 11031 OSectionlll.doc Page 6 of 45 11/03/2010 11 Section III - General Conditions 3 CONTRACT DOCUMENTS, INTENT 3.1 INTENT The Contract Documents comprise the entire Agreement between Owner and the Contractor concerning the Work. They may be altered only by written. agreement. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment which may reasonably be inferred from the Contract Documents or from prevailing custom or from trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases, which have a well- known technical or construction industry or trade meaning, are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by the Owner's Representative. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the code, Laws or Regulation of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual or code, or Laws or Regulations in effect at the time of opening of Bids except as may be otherwise specifically stated in the Contract Documents. However, no provision of any referenced standard specification, manual or code, whether or not specially incorporated by reference in the responsibilities of Owner or Contractor as set forth in the Contract Documents, shall change the duties and responsibilities of Owner, Contractor, Engineer or Owner's Representative, or any of their Agents or employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract shall be issued by the Owner's Representative. Each and every provision of law and clause required by law to be inserted in these Contract documents shall be deemed to be inserted herein, and they shall be read and enforced as through it were included herein, and if through mistake or otherwise, any such provision is not inserted, or if not correctly inserted, then upon the application of either party, the Contract Documents shall forthwith be physically amended to make such insertion. 3.2 REPORTING AND RESOLVING DISCREPANCIES If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier, Contractor shall report it to the Owner's Representative in writing at once, and Contractor shall not proceed with the Work affected thereby (except in an emergency) until an amendment or supplement to Contract Documents has been issued by one of the methods provided in these General Specifications, provided however, that Contractor shall not be liable to Owner, or Owner's Representative for failure to report any such conflict, error, ambiguity or discrepancy unless Contractor knew or reasonably should have known thereof. 110310Sectionlll.doe Page 7 of 45 11/03/2010 4 Section III - General Conditions AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 AVAILABILITY OF LANDS The Owner shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be Performed, rights-of-way, easements for access thereto, and such other lands which are designated for the use of contractor. The Owner shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which contractor will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the Owner, unless otherwise provided in the Contract Documents. 4.2 INVESTIGATIONS AND REPORTS Reference is made to the Supplementary Conditions and Technical Specifications for identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by Engineer in preparation of the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Contractor shall promptly notify the Owner's Representative in writing of any subsurface or latent physical conditions at the site, or in an existing structure, differing materially from those indicated or referred to in the Contract Documents. Engineer will promptly review those conditions and advise if further investigation or tests are necessary. Owner or Engineer shall obtain the necessary additional investigations and tests and furnish copies to the Engineer and Contractor. If Engineer finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions, which differ materially from those, indicated in the contract Documents, and which could not reasonably have been anticipated by Contractor, a work change or Change Order will be issued incorporating the necessary revisions. 4.3 PHYSICAL CONDITIONS, UNDERGROUND FACILITIES The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities or by others. Unless otherwise expressly provided in the Contract Documents, Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and the cost of all the following will be included in the Contract Price and contractor shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents, (iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. The Contractor is required to call the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation per State regulations and to notify any utility owners who are not a member of the LOCAL PUBLIC UTILITY NOTIFICATION CENTER prior to any excavation. The LOCAL PUBLIC UTILITY NOTIFICATION CENTER is an agency for the protection and location of utilities prior to any excavation and contact number is available in local telephone directory. 110310SectionIII.doe . Page 8 of 45 11/03/2010 Section III - General Conditions 4.4 REFERENCE POINTS Engineer shall provide engineering surveys to establish reference points for construction, which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of the Owner and Engineer. Contractor shall report to Engineer whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by a surveyor licensed in the State of Florida. The Contractor is referred to the Technical Specifications for more specific information regarding the provision of construction surveys. If a City survey crew is assigned to the project and there is excessive stake replacement caused by negligence of Contractor's forces after initial line and grade have been set, as determined by the Engineer, the Contractor will be charged at the rate of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one-hour increments with a minimum charge of one hour. 5 BONDS AND INSURANCE 5.1 PERFORMANCE AND PAYMENT BOND/CONTRACT BOND Contractor shall furnish a Performance and Payment Bond in an amount at least equal to the Contract Price as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents. This bond shall remain in effect at least one year after the date when final payment becomes due, unless a longer period of time is prescribed by laws and regulations or by the Contract Documents. Contractor shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of such agents' authority to act. All bonds shall be deemed to contain all of the Conditions of Section 255.05, Florida Statutes, even if such language is not directly contained within the bond and the Surety shall be licensed and qualified to do business in the State of Florida. Owner reserves the right to reject any surety. If the Surety on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of these Contract Documents, the Contractor shall within five days after notice thereof substitute another Bond and surety, both of which must be acceptable to Owner. 5.2 INSURANCE Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance and furnishing of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed or furnished by Contractor, and Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable for the following: (i) Claims under worker's compensation, disability benefits and other similar employee benefit acts; (ii) Claims for damages because of bodily 110310Sectionlll.doe Page 9 of 45 11/03/2010 Section III - General Conditions injury, occupational sickness or disease, or death of Contractor's employees; (iii) Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; (iv) Claims for damages insured by customary personal injury liability coverage which are sustained by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or by any other person for any other reason; (v) Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and (vi) Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The Contractor shall deliver to the Owner, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by the Owner or any other additional insured) which Contractor is required to purchase and maintain in accordance with this paragraph. The policies of insurance so required by this paragraph to be purchased and maintained shall: (i) include as additional insured (subject to any customary exclusion in respect of professional liability) Owner of Clearwater and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insured, and include coverage for the respective officers and employees of all such additional insures; (ii) include completed operations insurance; (iii) include contractual liability insurance covering Contractor's indemnity obligations in Article for Contractor's Responsibilities; (iv) contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to the Owner, and Contractor and to each other additional insured identified in the Supplemental Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor as described in this paragraph); (v) remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing or replacing defective Work in accordance with Article for Correction of Defective Work; (vi) with respect to completed operations insurance, and any insurance coverage written on a claims-made basis, shall remain in effect for at least two years after final payment. Contractor shall furnish the Owner and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to the Owner and any such additional insured, of continuation of such insurance at final payment and one year thereafter and (vii) Name and telephone number of the authorized insurance agent for the Insurer. The limits of liability for the insurance required shall provide coverage for not less than the following amounts or greater where required by laws and regulations: 5.2.1 WORKER'S COMPENSATION INSURANCE Contract Award Amount Under $1,000,000. Contract Award Amount $1,000,000. and Over (1) Workers' Compensation Statutory Statutory (2) Employer's Liability $500,000. $1,000,000. 5.2.2 PUBLIC LIABILITY AND PROPERTY DAMAGE COVERAGE Comprehensive General Liability including Premise/Operations; Explosion, Collapse and Underground Property Damage; Products/Completed Operations, Broad Form Contractual, Independent Contractors; Broad Form Property Damage; and Personal Injury liabilities: 110310SectionlIl.doc Page 10 of 45 11/03/2010 Section III - General Conditions Contract Award Amount Contract Award Amount Under $1,000,000. $1,000,000. and Over (1) Bodily Injury: $500,000. Each $1,000,000. Each Occurrence Occurrence $1,000,000. Annual $1,000,000. Annual Aggregate Aggregate (2) Property Damage: $500,000. Each $1,000,000. Each Occurrence Occurrence $1,000,000. Annual $1,000,000. Annual Aggregate Aggregate (3) Personal Injury, with $1,000,000. Annual $1,000,000. Annual employment exclusion deleted Aggregate Aggregate 5.2.3 COMPREHENSIVE AUTOMOBILE LIABILITY including all owned (private and others), hired and non-owned vehicles: Contract Award Amount Under $1,000,000.. Contract Award Amount $1,000,000. and Over (1) Bodily Injury $500,000. Each Person $1,000,000. Each Person $500,000. Each Accident $1,000,000. Each Accident (2) Property Damage $500,000. Each $1,000,000. Each Occurrence Occurrence Receipt and acceptance by Owner of the Contractor's Certificate of Insurance, or other similar document does not constitute acceptance or approval of amounts or types of coverages, which may be less than required by these Contract Documents. The. Owner shall not be responsible for purchasing and maintaining any property insurance to protect the interests of Contractor, Subcontractors or others in the Work. Owner may at its option require a copy of the Contractor's Insurance Policy(s). All insurance policies required within this Contract Document shall provide full coverage from the first dollar of exposure unless otherwise stipulated. No deductibles will be accepted without prior approval from Owner. Lon shore and Harbor Worker's Compensation Act: Section 32 of the Act, 33 U.S.C. 932, requires an employer, with employees in maritime employment, to secure the payment of benefits under the Act either by insuring with an insurance carrier authorized by the U.S. Department of Labor, or to be authorized by the U.S. Department of Labor as a self-insurer. For General Contractors: Section 4(a) of the Act provides that every employer shall be liable for and shall secure the payment to his employees of the compensation payable under Sections 7, 8, and 9 of the Act. In the case of an employer who is a subcontractor, only if such subcontractor fails to secure the payment of compensation shall the contractor be liable for and be required to secure the payment of compensation. 110310SectionIII.doe Page 11 of 45 11/03/2010 Section III --- General Conditions 5.3 WAIVER OF RIGHTS The Owner and Contractor intend that all policies purchased in accordance with Article on Insurance will protect the Owner, Contractor, Subcontractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured in such policies and will provide primary coverage for all losses and damages caused by the perils covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insured or additional insured thereunder, the Owner and Contractor waive all rights against each other and their respective officers, directors, employees and agents for all losses and damages caused by, arising out of or resulting from any of the perils covered by such policies and any other property insurance applicable to the work; and, in addition, waive all such rights against Sub-contractors, Engineer, Engineer's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insured or additional insured under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance otherwise payable under any policy so issued. In addition, the Owner waives all rights against Contractor, Subcontractors, Engineer, Engineer's Consultant and the officers, directors, employees and agents of any of them for: (i) loss due to business interruption, loss of use or other consequential loss extending beyond direct physical loss or damage to the Owner property or the Work caused by, arising out of or resulting from fire or other peril, whether or not insured by the Owner and; (ii) loss or damage to the completed Project or part thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof by the Owner during partial utilization, after substantial completion or after final payment. 6 CONTRACTORS RESPONSIBILITIES 6.1 SUPERVISION AND SUPERINTENDENCE Contractor shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. Contractor shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. Contractor shall be responsible to see that the completed work complies accurately with the Contract Documents. Contractor shall keep on the work at all times during its progress a competent resident superintendent, who shall not be replaced without notice to the Owner's Representative except under extraordinary circumstances. The superintendent will be Contractor's representative at the site and shall have authority to act on behalf of Contractor. All communications to the superintendent shall be as binding as if given to Contractor. The Contractor's superintendent shall keep a mobile cell phone on his person so he can be contacted whenever necessary. ' Contractor shall employ only competent persons to do the work and whenever the Owner's Representative shall notify Contractor, in writing, that any. person on the work appears to be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed 11031OSectionlIl.doc Page 12 of 45 11/03/2010 Section III - General Conditions from the project and shall not again be employed on it except with the written consent of the Owner's Representative. Contractor shall reimburse Owner for additional engineering and inspection costs incurred as a result of overtime work in excess of the regular working hours or on the Owner normally approved holidays. At such times when Inspector overtime is required, the Contractor shall sign an overtime slip documenting such. hours and the Contractor shall be provided a copy for his records. At the end of the project and prior to payment of withbeld retainage funds, the Contractor shall deliver to the Owner a check made out to the Owner of Clearwater for full reimbursement of all Inspector overtime hours. Withheld retainage shall not be released until the Owner has received this check. Minimum number of chargeable hours for inspection costs on weekends or holidays shall be four hours. The cost of overtime inspection per hour shall be $60.00 per hour. Contractor shall provide and maintain in a neat and sanitary condition, such sanitary accommodations for the use of Contractor's employees as may be necessary to comply with the requirements of Laws and Regulations and the Engineer. 6.2 LABOR, MATERIALS AND EQUIPMENT Contractor shall provide competent, suitably qualified personnel to survey, lay out and construct the work as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all work at the site shall be performed during regular working hours and Contractor will not permit overtime work or the performance of work on Saturday, Sunday, or any legal holiday without the Owner consent given after prior notice to Engineer. Unless otherwise specified in the General Requirements, Contractor shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. All materials and equipment installed in the Work shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by Engineer, Contractors shall furnish satisfactory evidence (including reports of required tests) as to the quality of materials and equipment. The Contractor shall provide suitable and secure storage for all materials to be used in the Work so that their quality shall not be impaired or injured. Materials that are improperly stored, may be rejected by the Engineer without testing. All materials and equipment shall be. applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier, or distributor, except as otherwise provided in the Contract Documents. The City of Clearwater, at its sole discretion, reserves the right to purchase major equipment to be incorporated into the WORK under the Owner Direct Purchase (ODP) Option; if indicated in the Contract Documents. In such event, the Contractor shall cooperate and assist the Owner of Clearwater, at no additional cost, to implement the ODP documents and procedures. 110310SectionIII.doc Page 13 of 45 11/03/2010 Section III - General Conditions 6.3 SUBSTITUTES AND "OR EQUAL" ITEMS Whenever an item of material or equipment is specified or described in the Contract Documents ' by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the ' specification or description contains or is followed by words reading that no like, equivalent or "or equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by Engineer. If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and ' sufficiently similar so that no change in related Work will be required, it may be considered by Engineer for approval. If in the Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or equal" item, it may be considered as a proposed substitute item. Contractor shall submit sufficient information as required by the Engineer to allow the Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and is an acceptable substitute therefore. Request for review ' of proposed substitute and "or equal" will be not be accepted by Engineer from anyone other than Contractor. Request for substitute and "or equal" items by Contractor must be submitted in writing to Owner's Representative and will contain all information as Engineer deems necessary to make a determination. All data provided by Contractor in support of any proposed substitute or "or ' equal" item will be at Contractor's expense. Engineer will be allowed a reasonable time to evaluate each proposal or submittal made per this paragraph. Engineer will be sole judge of acceptability. ' 6.4 RESPONSIBILITY FOR SUBCONTRACTORS, SUPPLIERS AND OTHERS Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person any contractual relationship between Owner or Engineer and any Subcontractor, Supplier or other person, nor shall it create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person. Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers and other persons performing or furnishing any of the work under a direct or indirect contract with Contractor. Contractor shall require all Subcontractors, Suppliers and such other persons performing or furnishing any.of the work to communicate with the Engineer through Contractor. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the work among Subcontractors or Suppliers or delineating the work to be performed by any specific trade. All work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. 110310SectionllI.doc Page 14 of 45 11/03/2010 Section III -- General Conditions Contractor shall not pay or employ any Subcontractor, Supplier or other person or organization whether initially or as a substitute, against whom Owner or Engineer may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the work against whom Contractor has reasonable objection. Owner or Engineer will not undertake to settle any differences between Contractor and his Subcontractors or between Subcontractors. 6.5 USE OF PREMISES Contractor shall confine construction equipment, the storage of materials and equipment and the operations of works to the site and land areas identified in and permitted by the Contract Documents on other land areas permitted by Laws and Regulations, right-of-way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceed in or at law. Contractor shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless Owner, Engineer, Engineer's Consultant and their officials, directors, employees and agents from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. During the progress of the Work, Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work or at intervals established by the Engineer, Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. Contractor shall restore to original condition all property not designated for alteration by the Contract Documents. 6.5.1 STAGING AREAS The Contactor shall obtain and deliver to the City written permission for the use of all staging and storage areas outside of the Limits of Construction. 6.5.2 RESTORATION TIME LIMITS The timely restoration of all impacted areas, especially right-of-ways, is very important to the Citizens of Clearwater; therefore these time limits are imposed: + Debris piles shall be removed within five (5) consecutive calendar days. • Concrete driveways and sidewalks shall be replaced within ten (10) consecutive calendar days of removal. Resident access shall be maintained at all times. • All arterial and collector roadways shall be restored ASAP. • Local streets and asphalt driveways shall be restored as soon as a sufficient quantity is generated, however, this is never to exceed fifteen (15) consecutive calendar days. Local and resident access shall be maintained at all times. 110310SectionIII.doc Page 15 of 45 11/03/2010 Section Ill - General Conditions • Sod must be restored with ten (10) consecutive calendar days of a successful pipe pressure test. It must be watered for a period of thirty (30) days after it is placed. Erosion control and dust control of denuded areas must be maintained at all times. i1 If the project or a portion of it does not involve right-of ways, then a different schedule of sod restoration may be considered. ' 6.6 LICENSE AND PATENT FEES, ROYALTIES AND TAXES ' Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular ' invention, design, process, product or device is specified in the Contract Documents for use in the performance of the work and if to the actual knowledge of Owner or Engineer its use is j subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner or Engineer in the Contract Documents. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents 1 and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident ' to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. ' Contractor shall pay all sales, consumer, use and other taxes required to be paid by Contractor in accordance with the Laws and Regulations of the State of Florida and other governmental agencies, which are applicable during the performance of the work. 6.7 LAWS AND REGULATIONS Contractor shall give all notices and comply with all Laws and Regulations applicable to ' furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Owner's Representative shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. If Contractor ' performs any work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses and damages caused by or arising out of such work: however, it shall not be Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations to the Owner to report and resolve discrepancies as described above. ' 6.8 PERMITS ' Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. The Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids. Contractor shall pay all charges of utility owners for connections to the work, and the Owner shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 110310Sectionlll.doc Page 16 of 45 11/03/2010 Section III - General Conditions Unless otherwise stated in the Contract Documents, Owner of Clearwater Building Permit Fees will be waived. 6.9 SAFETY AND PROTECTION Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: (i) all persons on the work site or who may be affected by the work, (ii) all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and (iii) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. In the event of temporary suspension of the work, or during inclement weather, or whenever Owner's Representative may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of the Owner's Representative, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. The Contractor shall initiate and maintain an accident prevention program which shall include, but shall not be limited to the establishment and supervision of programs for the education and training of employees in the recognition, avoidance and prevention of unsafe conditions and acts. Contractor shall provide first aid services and medical care to his employees. The Contractor shall develop and maintain an effective fire protection and prevention program and good housekeeping practices at the site of contract performance throughout all phases of construction, repair, alteration or demolition. Contractor shall require appropriate personal protective equipment in all operations where there is exposure to hazardous conditions. The Engineer may order that the work stop if a condition of immediate danger to the Owner's employees, equipment or if property damage exists. This provision shall not shift responsibility or risk of loss for injuries of damage sustained from the Contractor to Owner, and the Contractor shall remain solely responsible for compliance with all safety requirements and for the safety of all persons and property at the site of Contract performance. The Contractor shall instruct his employees required to handle or use toxic materials or other harmful substances regarding their safe handling and use. The Contractor shall take the necessary precautions to protect pedestrians and motorists from harm, and to prevent disruptions of such traffic due to construction activity. Contractor shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property and to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property caused, directly or indirectly, in whole or part, by Contractor, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the work or anyone for whose acts any of them may be liable, shall be remedied by Contractor. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable. 110310Sectionlll.doe Page 17 of 45 11/03/2010 Section III - General Conditions i 6.10 EMERGENCIES In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, Contractor, with or without special instruction or authorization from Owner or the Owner's Representative, is obligated to act to prevent damage, injury or loss. Contractor ' shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If the Owner's Representative determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. 6.11 DRAWINGS 6.11.1 SHOP DRAWINGS, SAMPLES, RFIs, and SUBMITTAL REVIEW Contractor shall submit Shop Drawings to Engineer for review and approval as called for in the Technical Specifications or required by the Engineer. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show Engineer the materials and equipment Contractor proposes to provide and to enable Engineer to review the information. Contractor shall also submit Samples to Engineer for review and approval. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: (i) all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, (ii) all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and (iii) all information relative to Contractor's sole responsibilities in respect to means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. Contractor shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples with the requirements of the Work and the Contract Documents. Each submittal will bear a stamp or specific written indication that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. At the time of submission, Contractor shall give Engineer specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to Engineer for review and approval of each such variation. The Contractor shall maintain a submittal log as mentioned in Article 2.5. The Engineer and Construction Services Department shall receive updated copies at each progress meeting, and the Engineer shall respond to each submittal within twenty-one (21) consecutive calendar days. The Contractor shall maintain a request for information (RFI) log as mentioned in Article 2.5. The Engineer and Construction Services Department shall receive updated copies at each progress meeting, and the Engineer shall respond to each RFI within twenty-one (21) consecutive calendar days. The untimely submission of Submittal or RFIs shall not be grounds for a delay claim from the Contractor. Engineer's review and approval of Shop Drawings and Samples will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated the Contract Documents. Engineer's 110310Sectionlll.doc Page 18 or 45 11/03/2010 Section III - General Conditions review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. Contractor shall make corrections required by Engineer, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Engineer's review and approval of Shop Drawings or Samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each. such variation at the time of submission and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by the Engineer relieve the Contractor from responsibility for complying with the requirements of paragraph above discussing field measurements by the Contractor. Contractor shall furnish required submittals with complete information and accuracy in order to achieve required approval of an item within two (2) submittals. Owner's Representative reserves the right to backcharge Contractor, for Engineer's costs for resubmittals that account for a number greater than twenty percent (20%) of the total number of first time submittals. Owner's Representative reserves the right to backcharge Contractor for all third submittals. The number of first time submittals shall be equal to the number of submittals agreed to by Engineer and Contractor. All costs to Engineer involved with subsequent submittal of Shop Drawings, Samples or other items requiring approval will be backcharged to Contractor at the rate of 3.0 times direct technical labor cost by deducting such costs from payments due Contractor for Work completed. In the event that Contractor requests a substitution for a previously approved item, all of Engineer's costs in the reviewing and approval of the substitution will be backcharged to Contractor, unless the need for such substitution is beyond the control of Contractor. 6.11.2 AS-BUILT DRAWINGS The Contractor shall keep and maintain one set of blueprints, As-Built Drawings, in good order and legible condition to be continuously marked-up at the job site. The Contractor shall mark and annotate neatly and clearly all project conditions, locations, configurations and any other changes or deviations which may vary from the details represented on the original Contract Plans, including revisions made necessary by Addenda, Shop Drawings, and Change Orders during the construction process. The Contractor shall record the horizontal and vertical locations, in the plan and profile, of all buried utilities that differ from the locations indicated or which were not indicated on the Contract Plans and buried (or concealed), construction and utility features which are revealed during the construction period. The As-Built Drawings shall be available for inspection by the Engineer, Engineer's Consultant, and the Owner's Representative at all times during the progress of the Project. The As-Built Drawings shall be reviewed by the Owner's Representative, or his designee, for accuracy and compliance with the requirements of "As-Built Drawings" prior to submittal of the monthly pay requests. The pay requests shall be rejected if the marked-up blueline prints do not conform to the "As-Built Drawings" requirements. As-Built Drawings shall be submitted to the Owner Inspector for approval upon completion of the project and prior to acceptance of final pay 110310SectionIII.doc Page 19 of 45 11/03/2010 I, Section III - General Conditions request. Final pay request shall not be processed until As-Built Drawings have been reviewed by the Engineer or the Engineer's Consultant for accuracy and completeness. Prior to placing new potable water mains in service, the Contractor shall provide the Engineer I' intersection drawings, as specified for the water mains. The Owner's acceptance of the "As-Built Drawings" does not relieve the Contractor of the sole responsibility for the accuracy and completeness of the As-Built Drawings. i' 6.11.2.1 General i The Contractor shall prepare an "AS-BUILT SURVEY" per chapter 61G17-6, Florida Administrative Code (see definition below), signed and sealed by a Florida registered land surveyor. The contractor will deliver to the Owner two hard copies of signed and sealed As-Built Drawings and an AutoCAD file. 61G17--6.002 Defnition: (10)(a) As-Built .Survey: a survey performed to obtain horizontal and/or vertical dimensional data so that constructed improvements may be located and delineated: also know as Record Survey. ' This survey shall be clearly titled "As-Built Survey" and shall be signed and sealed by a Florida registered land surveyor. The survey must be delivered to the Owner of Clearwater Construction Division upon substantial completion of the project. If this condition is not met, the Owner will procure the services of a Professional Surveyor and Mapper registered in the State of Florida and will back charge the contractor a fee of $1,800 per day or any portion thereof to provide the Owner with the required As-Built Survey. ' 6.11.2.2 Sanitary and Storm Sewer Piping Systems I. Manholes and inlets shall be located by survey coordinates (northing, easting and elevation) ' based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. New sanitary service connections and replaced sanitary service connections shall be dimensioned to the nearest downstream manhole. All manholes, cleanouts and catch basin invert and rim elevations, manhole and catch basin dimensions, pipe sizes, and pipe material shall also be noted on the plan view and also on the profile if one exists. ' 2. Pipe materials and areas of special construction shall be noted. 6.11.2.3 Pressure Pipe construction (Water, Reclaimed Water, Forcemain) ' All pipes shall be located by survey coordinates (northing, easting and elevation) based on the approved horizontal and vertical datum or utilize the stationing supplied on the construction plans. Coordinates shall be at all pipe bends, tees, valves, reducers, and deflections. Also all new ' and replaced service connections for potable and reclaimed water will be located as described above. Additionally there must be survey coordinates no further than 100 feet apart on linear type construction and shall denote top of pipe elevation at those points. ¦ 6.11.2.4 Electrical and Control Wiring The as-built drawings shall include all changes to the original Contract Plans. The as-built drawings shall also include the size, color, and number of wires and conduit. For projects where this information is too voluminous to be contained on the blueline prints, the Contractor shall r prepare supplemental drawings, on same size sheets as the blueline prints, showing the additional 110310Section.Ill.doc Page 20 of 45 11/03/2010 Section III - General Conditions conduit runs, 1-line diagrams, ladder diagrams, and other information. The wiring schematic diagrams shall show termination location and wiring identification at each point on the ladder diagram. 6.11.2.5 Horizontal and Vertical Control The As-Built survey shall be based on the original datum used for the construction design plans or if required by the Owner the datum shall be referenced to the North American Datum of 1983/90 (horizontal) and the North American Vertical Datum of 1988. The unit of measurement shall be the United States Foot. Any deviation or use of any other datum, (horizontal and or vertical), must be approved by the Owner of Clearwater Engineering Department. 6.11.2.6 Standards The As-Built survey shall meet the Minimum Technical Standards per Chapter 61G17 and the Clearwater CAD STANDARDS set forth below. In addition to locating all improvements that pertain to the as-built survey it is the requirement of the Owner to have minimum location points at every change in direction and no more than 100 feet apart on all pressure pipes. 6.11.2.7 Other The As-Built drawings shall reflect any differences from the original Contract Plans, in the same level of detail and units of dimensions as the Plans. 6.11.3 CAD STANDARDS 6.11.3.1 Layer Naming 6.11.3.1.1 Prefixes and Suffixes DI prefix denotes digitized or scanned entities EP prefix denotes existing points - field collected EX prefix denotes existing entities - line work and symbols PR prefix denotes proposed entities - line work and symbols FU prefix denotes future entities (proposed but not part of this contract) - line work and symbols TX suffix denotes text - use for all text, no matter the prefix 6.11.3.1.2 Laver Namina Definitions: GAS gas lines and appurtenances ELEC power lines and appurtenances PHONE telephone lines and appurtenances CABLE cable TV lines and appurtenances BOC curbs WALK sidewalk WATER water lines and appurtenances, sprinklers 110310SectionIII.doc Page 21 of 45 11/03/2010 Section III - General Conditions STORM storm lines and appurtenances TREES trees, bushes, planters SANITARY sanitary lines and appurtenances FENCE all fences BLDG buildings, sheds, finished floor elevation DRIVE driveways EOP edge of pavement without curbs TRAFFIC signal poles, control boxes TOPBANK top of bank TOESLOPE toe of slope TOPBERM top of.berm TOEBERM toe of berm SEAWALL seawall CONCSLAB concrete slabs WALL walls, except seawall SHORE shoreline, water elevation CL centerline of road CLD centerline of ditch CLS centerline of swale CORNER property corners, monumentation IBENCH benchmark, temporary benchmarks Other layers may be created as required, using above format. ' 6.11.3.2 Layer Properties All layers will use standard AutoCAD linetypes, bylayer_ All layers will use standard AutoCAD colors, bylayer. All text will use standard AutoCAD fonts. ' 6.11.3.3 Text Styles Text style for EX layers will use the simplex font, oblique angle of 0°, and a text height of .008 ' times the plot scale. Text style for PR and FU layers will use the simplex font, oblique angle of 22.5°, and a text height of.010 times the plot scale. 1 110310SectionIII.doc Page 22 of 45 11/03/2010 Section III - General Conditions 6.11.4 DELIVERABLES: The as-built survey shall be produced on vellum or bond material, 24" x 36" at a scale of 1 "=20' unless approved otherwise. The consultant shall deliver all drawing files in digital format. Acceptable file formats include: DWG, DXF of a shape file. Please address any questions regarding format to Mr. Tom Mahony, at (727) 562-4762 or e-mail address Thomas.Mahon rn clearwater.com. 6.12 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE Contractor warrants and guarantees to Owner, Engineer and Engineer's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. Contractor's warranty and guarantee hereunder includes defects or damage caused by abuse, vandalism, modification or operation by persons other than Contractor, Subcontractors or Suppliers. Until the acceptance of the Work by the Owner, the Work shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to any part thereof by action of the elements, or from any other cause whatsoever, arising from the execution or non-execution of the Work. The Contractor shall rebuild, repair and make good, at his own expense, all injuries or damages to any portion of the Work occasioned by any cause before its completion and final acceptance by the Owner. In addition, "the Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one year from the date of final acceptance". Contractor's warranty and guarantee hereunder excludes improper maintenance and operation by Owner's employees and normal wear and tear under normal usage for any portion of the Work, which has been partially accepted by the Owner for operation prior to final acceptance by the Owner. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: (i) observations by Owner's Representative, (ii) recommendation of any progress or final payment by Owner's Representative, (iii) the issuance of a certificate of Substantial Completion or any payment by the Owner to contractor under the Contract Documents, (iv) use or occupancy of the Work or any part thereof by Owner, (v) any acceptance by Owner or any failure to do so, (vi) any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of Acceptance by the Engineer. 6.13 CONTINUING THE WORK Contractor shall carry on the work and adhere to the progress schedule during all disputes or disagreements with the Owner. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as the Owner or Contractor may otherwise agree in writing. 6.14 INDEMNIFICATION Contractor shall indemnify and hold harmless Owner, Engineer, Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including but not limited to all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, 110310SectionIII.doc Page 23 of 45 11/03/2010 Section III - General Conditions disease or death, or to injury to or destruction of tangible property (other than the work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the Work, or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or ' omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person. If, through acts of neglect on the part of Contractor, any other Contractor or any Subcontractor 1 shall suffer loss or damage on the work, Contractor shall settle with such other Contractor or Subcontractor by agreement or arbitration if such other Contractor or Subcontractor will so settle. If such other Contractor or Subcontractor shall assert any claim against the Owner on such account of any damage alleged to have been sustained, the Owner shall notify Contractor, who shall indemnify and save harmless the Owner against any such claim. In any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, or ' employees by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, any person directly or indirectly employed by any of them to perform or furnish any of the work, or anyone for whose acts any of them may be liable, the indemnification obligation under this paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for Contractor or any such Sub-contractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. The indemnification obligations of Contractor under this ' paragraph shall not extend to the liability of Engineer and Engineer's Consultants, officers, directors, employees, or agents caused by the professional negligence, errors or omissions of any of them. 7 OTHER WORK 7.1 RELATED WORK AT SITE The City reserves the right to have its own forces enter the construction site at any time and perform work as necessary in order to perform infrastructure repair or maintenance, whether related to the project or not. The Contractor will allow complete access to all utility owners for these purposes. The City may have its own forces perform new work related to the project, however, this work will be identified in the Contract Scope of Work and coordination will be such that this activity is denoted in the Contractor's CPM Schedule so as not to cause any delays or interference with the Contractor's work or schedule. 7.2 COORDINATION If the Owner contracts with others for the performance of other work on the Project at the site, the following will be set forth in the Scope of Work: (i) the person who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; (ii) the specific matters to be covered by such authority and responsibility will be ' itemized; and (iii) the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, the Owner shall have sole authority and responsibility in respect of such coordination. 110310SectionIll.doc Page 24 of 45 11/03/2010 Section III - General Conditions 8 OWNERS RESPONSIBILITY Except as otherwise provided in these General Conditions, the Owner shall issue all communications from the Owner to the Contractor through Owner's Representative. The Owner shall furnish the data required of the Owner under the Contract Documents promptly and shall make payments to Contractor promptly when they are due as provided in these General Conditions. The Owner is obligated to execute Change Orders as indicated in the Article on Changes In The Work. The Owner's responsibility in respect of certain inspections, tests, and approvals is set forth in the Article on Tests and Inspections. In connection with the Owner's right to stop work or suspend work, see the Article on Engineer may Stop the Work. The Article on Suspension of Work and Termination deals with the Owner's right to terminate services of Contractor under certain circumstances. Owner shall not supervise, direct or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the Work. The Owner will not be responsible for Contractor's failure to perform or furnish the Work in accordance with the Contract Documents. 9 OWNER REPRESENTATIVE'S STATUS DURING CONSTRUCTION 9.1 OWNERS REPRESENTATIVE Dependant of the project type, the Owner's Representative during the construction period will either be the Construction Manager, the Engineer, or a designee of the Project's Owner. The duties, responsibilities and the limitations of authority of Owner's Representative during construction are set forth in the Contract Documents and shall not be extended without written consent of Owner and Engineer. 9.2 CLARIFICATIONS AND INTERPRETATIONS Engineer will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents regarding design issues only, in the form of Submittal responses, RFI responses, Drawings or otherwise, as Engineer may determine necessary, which shall be consistent with the intent of and reasonably inferable from Contract Documents. All other clarifications and interpretations of the Contract Documents shall be issued form the Owner's Representative. Such written clarifications and interpretations will be binding on the Owner and Contractor. If Contractor believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount or extent thereof, if any, Contractor may make a written claim therefore as provided in the Articles for Change of Work and Change of Contract Time. 110310SectionlIl.doc Page 25 of 45 11/03/2010 Section III - General Conditions 9.3 REJECTING OF DEFECTIVE WORK The Owner's Representative or the Engineer will have authority to disapprove or reject Work which Owner's Representative or the Engineer believes to be defective, or that Owner's Representative or the Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. The Owner's Representative or the Engineer will also have authority to require special inspection or testing of the Work whether or not the Work is fabricated, installed or completed. 9.4 SHOP DRAWINGS, CHANGE ORDERS, AND PAYMENTS In connection with Engineer's authority as to Shop Drawings and Samples, see articles on Shop Drawings and Samples. In connection with Owner's Representative authority as to Change Orders, see the articles on Changes of Work, Contract Price and Contract Time. In connection ' with Owner's Representative authority as to Applications for Payment, see the articles on Payments to Contractor and Completion. 9.5 DECISIONS ON DISPUTES The Owner's Representative will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the work thereunder. Claims, disputes and other matters relating to the acceptability of the work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the work and Claims under the Articles for Changes of Work, Changes of Contract Time and Changes of Contract Price will be referred initially to Owner's Representative in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to Owner's Representative and the other party to the Agreement promptly, but in no event later than thirty (30) days, after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to Owner's Representative and the other party within sixty (60) days after the start of such occurrence or event unless Owner's Representative allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to Owner's Representative and the claimant within thirty (30) days after receipt of the claimant's last submittal, unless Owner's Representative allows additional time. Owner's Representative will render a formal decision in writing within thirty (30) days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. Owner Representative's written decision on such claim, dispute or other matter will be final and binding upon the Owner and Contractor unless (i) an appeal from Owner Representative's decision is taken within thirty (30) days of the Owner Representative's decision, or the appeal time which may be stated in a Dispute Resolution Agreement between Owner and Contractor for the settlement of disputes or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from Owner Representative's written decision is delivered by the Owner or Contractor to the other and to Owner's Representative within thirty (30) days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty (60) days of the date of such decision, unless otherwise agreed in writing by the Owner and Contractor. 110310Sectionlll.doc Page 26 of 45 11/03/2010 Section III - General Conditions When functioning as interpreter and judge, Owner's Representative will not show partiality to the Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by Owner's Representative with respect to any such claim, dispute or other matter will be a condition precedent to any exercise by the Owner or Contractor of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant the Article on Dispute Resolution. 9.6 LIMITATIONS ON OWNER REPRESENTATIVE'S RESPONSIBILITIES Neither Owner Representative's authority or responsibility under this paragraph or under any other provision of the Contract Documents nor any decision made by Owner's Representative in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by Owner's Representative shall create, impose or give rise to any duty owed by Owner's Representative to Contractor, any Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of them. Owner's Representative will not supervise, direct, control or have authority over or be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the furnishing or performance of the work. Owner's Representative will not be responsible for Contractor's failure to perform or furnish the work in accordance with the Contract Documents. Owner's Representative will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the work. Owner Representative's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by the Contractor will only be to determine generally that their content complies with the requirements of the Contract Documents and, in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents. The limitations upon authority and responsibility set forth in this paragraph shall also apply to Owner Representative's CEI, the Engineer's Consultants, and assistants. 10 CHANGES IN THE WORK Without invalidating the Agreement and without notice to any surety, the Owner may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as may otherwise be specifically provided). . If the Owner and Contractor are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Time that should be allowed as a result of a Work Change Directive, a claim may be made therefore as provided in these General Conditions. 110310Sectionlll,doc Page 27 of 45 11/03/2010 Section III - General Conditions Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any Work performed that is not required by the Contract ' Documents as amended, modified and supplemented as provided in these General Conditions except in the case of an emergency as provided or in the case of uncovering work as provided in article for Uncovering Work. ' The Owner and Contractor shall execute appropriate Change Orders or Written Amendments recommended by Owner's Representative covering: changes in the work which are (i) ordered by the Owner (ii) required because of acceptance of defective work under the article for Acceptance of Defective Work or correcting defective Work under the article for Owner May Correct Defective Work or (iii) agreed to by the parties; changes in the Contract Price or Contract Time which are agreed to by the parties; and changes in the Contract Price or Contract Time which embody the substance of any written ' decision rendered by Owner's Representative pursuant to the article for Decisions on Disputes; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the progress schedule as provided in the article for Continuing the Work. If notice of any change affecting the general scope of the work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be Contractor's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ' 11 CHANGES IN THE CONTRACT PRICE 11.1 CHANGES IN THE CONTRACT PRICE The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by Contractor shall be at Contractor's expense without change in the Contract Price. The Contract Price may only be adjusted by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on a written notice of claim stating the general nature of the claim, to be delivered by the party making the claim to the other party and to Owner's Representative or promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty (60) days after the start of such occurrence or event, unless Owner's Representative allows additional time for claimant to submit additional or more accurate data in support of the claim, and shall be accompanied by claimant's written statement that the claimed adjustment covers all known amounts to which the claimant is entitled as a result of said occurrence or event. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: (i) where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (ii) where the Work involved is not covered by unit prices contained in the Contract Documents, by 110310SectionIII.doc Page 28 of 45 11/03/2010 Section III -- General Conditions a mutually agreed lump sum (which may include an allowance for overhead and profit), (iii) where the Work is not covered by unit prices contained in the Contract Documents and agreement is reached to establish unit prices for the Work. Where the work involved is not covered by unit prices contained in the Contract Documents and where the Owner's Representative, the Owner, the Engineer, the Engineer's Consultant, and Contractor cannot mutually agree on a lump sum price, the City of Clearwater shall pay for directed changes in the WORK, on "COST REIMBURSEMENT" basis. The Contractor shall apply for compensation, detailing Contractors forces, materials, equipment, subcontractors, and other items of direct costs required for the directed work. The application for Cost Reimbursement shall be limited to the following items: 1. Labor, including foremen, for those hours associated with the direct work (actual payroll cost, including wages, fringe benefits, labor insurance and labor taxes established by law). Expressly excluded from this item are all costs associated with negotiating the subject change. 2. Materials associated with the change, including sales tax. The costs of materials shall be substantiated through vendors' invoices. 3. Rental or equivalent rental costs of equipment, including necessary transportation costs if specifically used for the WORK. The rental rates shall not exceed the current rental rates prevailing in the locality or as defined in the rental Rate Blue Book for Construction Equipment (a.k.a. DataQuest Blue Book). The rental rate is defined as the full-unadjusted base rental rate for the appropriate item of construction equipment and shall cover the costs of all fuel, supplies, repairs, insurance, and other costs associated with supplying the equipment for work ordered. Contractor-owned equipment will be paid for the duration of time required to complete the work. Utilize lowest cost combination of hourly, daily, weekly, or monthly rates. Do not exceed estimated operating costs given in Blue Book. Operating costs will not be allowed for equipment on stand-by. 4. Additional costs for Bonds, Insurance if required by the City of Clearwater. The following fixed fees shall be added to the costs of the directed work performed by the Contractor or Subcontractor. A. A fixed fee of fifteen percent (15%) shall be added to the costs of Item 1 above. If work is performed by a subcontractor, the Contractor's fee shall not exceed five percent (5%), and the subcontractor's fee shall not exceed ten percent (10%). B. A fixed fee of ten percent (10%) shall be added to the costs of Item 2 above. C. No markup shall be added to the costs of Items 3 and 4. The fixed fees shall be considered the full compensation for all cost of general ' supervision, overhead, profit, and other general expense. 11.2 ALLOWANCES AND FINAL CONTRACT PRICE ADJUSTMENT , It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such ' sums as may be acceptable to Owner and Engineer. Contractor agrees that: (i) the allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment 110310Sectionlll.doc Page 29 of 45 11/03/2010 ' Section III - General Conditions required by the allowances to be delivered at the Site, and all applicable taxes; and (ii) Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by Owner's Representative to reflect actual amounts due Contractor on account of Work covered by allowances and all the Work actually performed by the Contractor, and the Contract Price shall be correspondingly adjusted. 11.3 UNIT PRICE WORK Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit price for each separately identified item of unit price work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Owner's Representative. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. The Owner or Contractor may make a claim for an adjustment in the Contract Price if. (i) the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Contract Documents; and (ii) there is no corresponding adjustment with respect to any other item of Work; and (iii) if Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or the Owner believes that the Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. On unit price contracts, Owner endeavors to provide adequate unit quantities to satisfactorily complete the construction of the project. It is expected that in the normal course of project construction and completion that not all unit quantities will be used in their entirety and that a finalizing change order which adjusts contract unit quantities to those unit quantities actually used in the construction of the project will result in a net decrease from the original Contract Price. Such reasonable deduction of final Contract Price should be anticipated by the Contractor in his original bid. 12 CHANGES IN THE CONTRACT TIME The Contract Time (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Time (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to Owner's Representative promptly, but in no event later than thirty (30) days, after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty (60) days after such occurrence, unless Owner's Representative allows an additional period of time to ascertain more accurate data in support of the claim, and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Time (or Milestones) shall be determined by Owner's Representative. No claim for an 110310Sectionlll.doc Page 30 of 45 11/03/2010 Section Ill - General Conditions adjustment in the Contract Time (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph. All time limits stated in the Contract Documents are of the essence of the Agreement. Where Contractor is prevented from completing any part of the work within the Contract Time (or Milestones) due to delay beyond the control of Contractor, the Contract Time (or Milestones) may be extended in an amount equal to the time lost due to such delay if a claim is made therefore as provided in the article for Changes in the Work. Delays beyond the control of Contractor shall include, but not be limited to, acts by the Owner, acts of utility owners or other contractors performing other work as contemplated by the article for Other Work, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. Where Contractor is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both the Owner and Contractor, an extension of the Contract Time (or Milestones) in an amount equal to the time lost due to such delay shall be Contractor's sole and exclusive remedy for such delay. In no event shall the Owner be liable to Contractor, any Subcontractor, any Supplier, any other person, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of Contractor, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts by utility owners or other contractors performing other work as contemplated by paragraph for Other Work. 13 TESTS AND INSPECTIONS, CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1 TESTS AND INSPECTION Contractor shall give Owner's Representative and Engineer timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Contractor shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents. The costs for these inspections, tests or approvals shall be borne by the Contractor except as otherwise provided in the Contract Documents. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body including all Owner Building Departments and Owner Utility Departments, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish Owner's Representative the required certificates of inspection or approval. Unless otherwise stated in the Contract Documents, Owner permit and impact fees will be waived. Contractor shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation of the Work. 110310SectionIIl.doc Page 31 of 45 11/03/2010 Section III - General Conditions if any Work (or the work of others) that is to be inspected tested or approved is covered by Contractor without written concurrence of Owner's Representative, it must, if requested by Owner's Representative, be uncovered for observation. Uncovering Work as provided in this paragraph shall be at Contractor's expense unless Contractor has given Owner's Representative and Engineer timely notice of Contractor's intention to cover the same and Owner's Representative has not acted with reasonable promptness in response to such notice. 13.2 UNCOVERING THE WORK If any Work is covered contrary to the written request of Owner's Representative, it must, if requested by Owner's Representative, be uncovered for Owner Representative's observation and replaced at Contractor's expense. If Owner's Representative considers it necessary or advisable that covered Work be observed by Owner's Representative or inspected or tested by others, Contractor, at Owner Representative's request, shall uncover, expose or otherwise make available for observation, inspection or testing as Engineer or Owner's Representative may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and the Owner shall be entitled to an appropriate decrease in the Contract Price for the costs of the investigation, and, if the parties are unable to agree as to the amount thereof, may make a claim therefore as provided in the article for Change in Contract Price. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time (or Milestones), or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, Contractor may make a claim therefore as provided the article for Change in Contract Price and Change of Contract Time. 13.3 OWNER'S REPRESENTATIVE MAY STOP THE WORK If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, Engineer or Owner's Representative may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner's Representative to stop the Work shall not give rise to any duty on the part of Owner's Representative or Owner to exercise this right for the benefit of Contractor or any surety or other party. If the Owner's Representative stops Work under this paragraph, Contractor shall be entitled to no extension of Contract Time or increase in Contract Price. 13.4 CORRECTION OR REMOVAL OF DEFECTIVE WORK If required by Engineer or Owner's Representative, Contractor shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer or Owner's Representative, remove it from the site and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 110310Sectionlll.doc Page 32 of 45 11/03/2010 Section III - General Conditions 13.5 WARRANTY/CORRECTION PERIOD If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, Contractor shall promptly, without cost to the Owner and in accordance with the Owner's written instructions; (i) correct such defective Work, or, if it has been rejected by the Owner, remove it from the site and replace it with Work that is not defective and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, the Owner may have the defective Work corrected or the rejected. Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. In special circumstances where a particular item of equipment is placed in continuous service before Final Completion of all the Work, the correction period for that item may start to run from an earlier date if specifically and expressly so provided in the Specifications or by Written Amendment. Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. 13.6 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, the Owner prefers to accept it, the Owner may do so. Contractor shall pay all claims, costs, losses and damages attributable to the Owner's evaluation of and determination to accept such defective Work such costs to be approved by Owner's Representative as to reasonableness. If any such acceptance occurs prior to Owner Representative's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner may make a claim therefore as provided in article for Change of Contract Price. If the acceptance occurs after the Owner Representative's recommendation for final payment an appropriate amount will be paid by Contractor to the Owner. 13.7 OWNER MAY CORRECT DEFECTIVE WORK If Contractor fails within a reasonable time after written notice from Owner's Representative to correct defective Work or to remove and replace rejected Work as required by Owner's Representative in accordance with the article for Correction and Removal of Defective Work or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, the Owner may, after seven days' written notice to Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the Owner shall proceed expeditiously. In connection with such corrective and remedial action, the Owner may exclude Contractor from 110310SectionlIl.doc Page 33 of 45 11/03/2010 Section III - General Conditions all or part of the site, take possession of all or part of the Work, and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's Representatives, Agents and employees, the Owner's other contractors, and Owner's Representative, Engineer, and Engineer's Consultants access to the site to enable the Owner to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by the Owner in exercising such rights and remedies will be charged against Contractor and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the Owner shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, the Owner may make a claim therefore as provided in the article for Change of Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance of the Work attributable to the exercise by the Owner of the Owner's rights and remedies hereunder. 14 PAYMENTS TO CONTRACTOR AND COMPLETION Requests for payment shall be processed in accordance with F.S. 218.735 and as described herein. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.1 APPLICATION FOR PROGRESS PAYMENT Contractor shall submit (not more often than once a month) to Owner's Representative for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the 25th of each month and accompanied by such supporting documentation as is required by the Owner's Representative and the Contract Documents. Unless otherwise stated in the Contract Documents, payment will not be made for materials and equipment not incorporated in the Work. Payment will only be made for that portion of the Work, which is fully installed including all materials, labor and equipment. A retainage of not less than five (5%) of the amount of each Application for Payment for the total of all Work, including as-built survey and Inspector overtime reimbursement, completed to date will be held until final completion and acceptance of the Work covered in the Contract Documents. No progress payment shall be construed to be acceptance of any portion of the Work under contract. The Contractor shall review with the Engineer or the Construction Inspector all quantities and work for which payment is being applied for and reach agreement prior to submittal of an Official Pay Request. The Engineer or the Construction Inspector will verify that the on-site marked up as-built drawings are up to date with the work and are in compliance- with the Contract Documents. In addition to all other payment provisions set out in this contract, the Owner's Representative may require the Contractor to produce for Owner, within fifteen (15) days of the approval of any progress payment, evidence and/or payment affidavit that all subcontractors and suppliers have been paid any sum or sums then due. A failure on the part of the contractor to provide the report as required herein shall result in further progress or partial payments being withheld until the report is provided. 110310SectionTH-doc Page 34 of 45 11/03/2010 Section III - General Conditions 14.2 CONTRACTOR'S WARRANTY OF TITLE Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the Owner no later than the time of payment, free and clear of liens. No materials or supplies for the Work shall be purchased by Contractor or Subcontractor subject to any chattel mortgage or under a conditional sale contact or other agreement by which an interest is retained by the seller. Contractor warrants that he has good title to all materials and supplies used by him in the Work, free from all liens, claims or encumbrances. Contractor shall indemnify and save the Owner harmless from all claims growing out of the lawful demands of Subcontractors, laborers, workmen, mechanics, materialmen, and fumisher's of machinery and parts thereof, equipment, power tools, and all supplies incurred in the furtherance of the performance of this Contract. Contractor shall at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged, or waived. If Contractor fails to do so, then the Owner may, after having served written notice on said Contractor either pay unpaid bills, of which the Owner has written notice, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged, whereupon payment to Contractor shall be resumed in accordance with the terms of this Contract, but in no event shall the provisions of this sentence be construed to impose any obligations upon the Owner to the Contractor or the Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of Contractor and any payment so made by the Owner shall be considered as payment made under the Contract by the Owner to Contractor, and the Owner shall not be liable to Contractor for any such payment made in good faith. 14.3 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENTS The Owner's Representative will within twenty (20) business days after receipt authorize and process payment by the Owner a properly submitted and documented Application for payment, unless the application requires review by an Agent. If the Application for payment requires review and approval by an Agent, properly submitted and documented Applications for payment will be paid by the Owner within twenty-five (25) business days. If an Application for payment is rejected, notice shall be given within twenty (20) business days of receipt indicating the reasons for refusing payment. The reasons for rejecting an Application will be submitted in writing, specifying deficiencies and identifying actions that would make the Application proper. In the latter case, Contractor may make the necessary corrections and resubmit the Application. The Owner's Representative or Agent may refuse to recommend the whole or any part of any payment to Owner. Owner's Representative or Agent may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or test, nullify any such payment previously recommended, to such extent as may be necessary in Owner Representative's or Agent's opinion to protect the Owner from loss because: (i) the Work is defective, or completed Work has been damaged requiring correction or replacement, (ii) the Contract Price has been reduced by amendment or Change Order, (iii) the Owner has been required to correct defective Work or complete Work, or (iv) Owner's Representative or Agent has actual knowledge of the occurrence of any of the events enumerated in the article on Suspension of Work and Termination. The Owner may refuse to make payment of the full amount recommended by the Owner's Representative or Agent because: (i) claims have been made against the Owner on account of Contractor's performance or furnishing of the Work, (ii) Liens have been filed in connection with 110310Sectionlll.doe Page 35 of 45 11/03/2010 Section III - General Conditions the Work, except where Contractor has delivered a specific Bond satisfactory to the Owner to secure the satisfaction and discharge of such Liens, (iii) there are other items entitling the Owner to a set-off against the amount recommended, or (iv) the Owner has actual knowledge of any of the events described in this paragraph. The Owner shall give Contractor notice of refusal to pay in accordance with the time constraints of this section with a copy to the Owner's Representative i' or Agent, stating the reasons for such actions, and Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by the Owner and Contractor, when Contractor corrects to the Owner's satisfaction the reasons for such action. 14.4 PARTIAL UTILIZATION Use by the Owner at the Owner's option of any substantially completed part of the Work which (i) has specifically been identified in the Contract Documents, or (ii) Owner, Engineer, Owner's Representative, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by the Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, may be accomplished prior to Final Completion of all the Work subject to the following: The Owner at any time may request Contractor in writing to permit the Owner to use any such part of the Work which the Owner believes to be ready for its intended use and substantially complete. If Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner, Owner's Representative, and Engineer that such part of the Work is substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Contractor at any time may notify Owner, Owner's Representative, and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Owner's Representative to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, Owner, Contractor, Owner's Representative, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner, Owner's Representative, and Contractor in writing giving the reasons therefore. If Engineer considers that part of the Work to be substantially complete, the provisions of the articles for Substantial Completion and Partial Utilization will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.5 FINAL INSPECTION Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Owner's Representative will make a final inspection with Engineer, Owner and Contractor and will within thirty (30) days notify Contractor in writing of particulars in which this inspection reveals that the Work is incomplete or defective. The Owner's Representative will produce a final punch list, deliver it to the Contractor within five (5) days of completion and assign a date for this work to be completed not less than thirty (30) days from delivery of the list. Failure to include any corrective work or pending items does not alter the responsibility of the contractor to complete all the construction services purchased pursuant to the contract. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 110310SectionIII.doc Page 36 of 45 11/03/2010 Section III - General Conditions 14.6 FINAL APPLICATION FOR PAYMENT After Contractor has completed all such. corrections to the satisfaction of Owner's Representative and has delivered in accordance with the Contract Documents all maintenance and operating instructions, As-built/Record Drawings, schedules, guarantees, Bonds, certificates or other evidence of insurance required by the paragraph for Bonds and Insurance, certificates of inspection, Inspector overtime reimbursement as required in the Contract Documents and other documents, Contractor may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by paragraph for Bonds and Insurance, (ii) consent of the surety, if any or if necessary, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to the Owner) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by the Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness connected with the Work for which the Owner or the Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a Bond or other collateral satisfactory to the Owner to indemnify the Owner against any Lien. Prior to application for final payment, Contractor shall clean and remove from the premises all surplus and discarded materials, rubbish, and temporary structures, and shall restore in an acceptable manner all property, both public and private, which has been damaged during the prosecution of the Work, and shall leave the Work in a neat and presentable condition. 14.7 FINAL PAYMENT AND ACCEPTANCE If through no fault of Contractor, final completion of the Work is significantly delayed and if Owner's Representative so confirms, the Owner shall., upon receipt of Contractor's final Application for payment and recommendation of Owner's Representative, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted.. If the remaining balance to be held by the Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph for Bonds and Insurance, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Owner's Representative with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that such payment shall not constitute a waiver of claims. If on the basis of Owner Representative's observation of the Work during construction and final inspection, and Owner Representative's review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, Owner's Representative is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Owner's Representative will indicate in writing his recommendation of payment and present the Application to Owner for payment. Thereupon, Owner's Representative will give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of this article. Otherwise, Owner's Representative will return the Application to Contractor, indicating in writing the reasons for refusing to 110310SectionIII.doc Page 37 of 45 11/03/2010 Section III -- General Conditions recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application. If the Application and accompanying documentation are appropriate as to form and substance, the Owner shall, within twenty (20) days after receipt thereof pay contractor the amount recommended by Owner's Representative. 14.8 WAIVER OF CLAIMS The making and acceptance of final payment will constitute: a waiver of all claims by the Owner against Contractor, except claims arising from unsettled Liens, from defective Work appearing after final inspection, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and a waiver of all claims by Contractor against the Owner other than those previously made in writing and still unsettled. 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER MAY SUSPEND THE WORK At any time and without cause, Owner's Representative may suspend the Work or any portion thereof for a period of not more than ninety (90) days by notice in writing to Contractor, which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes an approved claim therefore as provided in the articles for Change of Contract Price and Change of Contract Time. 15.2 OWNER MAY TERMINATE Upon the occurrence of any one or more of the following events; if Contractor persistently fails to perform the work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule as adjusted from time to time); if Contractor disregards Laws and Regulations of any public body having jurisdiction; if Contractor disregards the authority of Owner's Representative; if Contractor otherwise violates in any substantial way any provisions of the Contract Documents; or if the Work to be done under this Contract is abandoned, or if this Contract or any part thereof is sublet, without the previous written consent of the Owner, or if the Contract or any claim thereunder is assigned by Contractor otherwise than as herein specified, or at any time Owner's Representative certifies in writing to the Owner that the rate of progress of the Work or any part thereof is unsatisfactory or that the work or any part thereof is unnecessarily or unreasonably delayed. The Owner may, after giving Contractor (and the surety, if any), seven days' written notice and, to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the site and take possession of the Work and of all Contractor's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which the Owner has paid Contractor but which are stored elsewhere, and finish the Work as the Owner may deem 110310Sectionlll.doc Page 38 of 45 11/03/2010 Section III -- General Conditions expedient. In such case Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by the Owner arising out of or resulting from completing the Work such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to the Owner. Such claims, costs, losses and damages incurred by the Owner will be reviewed by Owner's Representative as to their reasonableness and when so approved by Owner's Representative incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph the Owner shall not be required to obtain the lowest price for the Work performed. Where Contractor's services have been so terminated by the Owner, the termination will not affect any rights or remedies of the Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by the Owner will not release Contractor from liability. Upon seven (7) days' written notice to Contractor and Owner's Representative, the Owner may, without cause and without prejudice to any other right or remedy of the Owner, elect to terminate the Agreement. In such case, Contractor shall be paid (without duplication of any items): for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and for reasonable expenses directly attributable to termination. Contractor shall not be paid on. account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.3 CONTRACTOR MAY STOP WORK OR TERMINATE If, through, no act or fault of Contractor, the Work is suspended for a period of more than ninety (90) days by the Owner or under an order of court or other public authority, or the Owner's Representative fails to act on any Application for Payment within thirty (30) days after it is submitted or the Owner fails for thirty (30) days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven (7) days' written notice to the Owner and Owner's Representative, and provided the Owner or Owner's Representative does not remedy such suspension or failure within that time, terminate the Agreement and recover from the Owner payment on the same terms as provided in the article for the Owner May Terminate. However, if the Work is suspended under an order of court through no fault of Owner, the Contractor shall not be entitled to payment except as the Court may direct. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if Owner's Representative has failed to act on an Application for Payment within thirty (30) days after it is submitted, or the Owner has failed for thirty (30) days to pay Contractor any sum finally determined to be due, Contractor may upon seven (7) day's written notice to the Owner and Owner's Representative stop the Work 110310Sectionlll.doc Page 39 of 45 11/03/2010 Section III - General Conditions until payment of all such amounts due Contractor. The provisions of this article are not intended to preclude Contractor from making claim under paragraphs for Change of Contract Price or Change of Contract Time or otherwise for expenses or damage directly attributable to Contractor's stopping Work as permitted by this article. 16 DISPUTE RESOLUTION If and to the extent that the Owner and Contractor have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure will proceed. If no such agreement on the method and procedure for resolving such disputes has been reached, subject to the provisions of the article for Decisions on Disputes, the Owner and Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute provided, however, that nothing herein shall require a dispute to be submitted to binding arbitration. 17 MISCELLANEOUS 17.1 SUBMITTAL AND DOCUMENT FORMS The form of all submittals, notices, change orders, pay applications, logs, schedules and other ' documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the Owner's Representative subject to the approval of Owner. 17.2 GIVING NOTICE Whenever any provision of the Contract Documents requires the giving of written notice, notice will be deemed to have been validly given if delivered in person to the individual or to a member ' of the firm or to an officer of the corporation for whom it is intended, or if delivered or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.3 NOTICE OF CLAIM Should the Owner or Contractor suffer injury or damage to person or property because of any error, omission or any act of the other party or of any of the other party's officers, employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. ' 17.4 PROFESSIONAL FEES AND COURT COSTS INCLUDED Whenever reference is made to "claims, costs, losses and damages," the phrase shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or other dispute resolution costs. 1 110310SectionIII.doc Page 40 of 45 11/03/2010 Section III - General Conditions 17.5 ASSIGNMENT OF CONTRACT The Contractor shall not assign this contract or any part thereof or any rights thereunder without the approval of Owner, nor without the consent of surety unless the surety has waived its rights to notice of assignment. 17.6 RENEWAL OPTION Annual Contracts issued through the Engineering Department may be renewed for up to two (2) years, upon mutual consent of both the Owner and the Contractor/Vendor. All terms, conditions and unit prices shall remain constant unless otherwise specified in the contract specifications or in the Invitation to bid. Renewals shall be made at the sole discretion of the Owner, and must be agreed to in writing by both parties. All renewals are contingent upon the availability of funds, and the satisfactory performance of the Contractor as determined by the Construction Department. 17.7 ROLL-OFF CONTAINERS AND/OR DUMPSTERS All City construction projects shall utilize City of Clearwater Solid Waste roll-off containers and/or dumpsters for their disposal needs. For availability or pricing contact Tom Glenn at the City of Clearwater, Solid Waste Department, phone: (727) 562-4923 or email: tom.glenn@myclearwater.com. 18 ORDER AND LOCATION OF THE WORK The City reserves the right to accept and use any portion of the work whenever it is considered to the public interest to do so. The Engineer shall have the power to direct on what line or street the Contractor shall work and order thereof. 19 MATERIAL USED All material incorporated into the final work shall be new material unless otherwise approved by the Engineer. If requested by the Engineer, the Contractor shall furnish purchase receipts of all materials. 20 CONFLICT BETWEEN PLANS AND SPECIFICATIONS The various Contract Documents shall be given precedence, in case of conflict, error or discrepancy, as follows: Modifications, Contract Agreement, Addenda, Supplementary General Conditions, General Conditions, Supplementary Technical Specifications, Technical Specifications, Drawings. In a series of Modifications or Addenda the latest will govern. 21 OWNER DIRECT PURCHASE (ODP) OPTION The Owner reserves the right, when identified during the bidding process as part of the project's documents, to contract with the Contractor to purchase certain portions of materials identified in the project as a sales tax savings option in compliance with Florida Law since the Owner is exempt from payment of sales tax. The Contract price includes Florida sales and other applicable taxes for materials, supplies, and equipment, which will be a part of the Contractor's work. The Owner, being exempt from sales tax, reserves the right to make direct purchases of various construction materials included in the Contractor's contract. The Owner purchasing of construction materials, if selected, will be administered on a deductive Change Order basis. 110310SectionIII.doc Page 41 of 45 11/03/2010 Section III - General Conditions Additionally, Purchase Orders will include Owner's Certificate of Exemption number. See SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION for ODP items included in the Contract Documents and the APPENDIX for ODP Documents. 22 RESIDENT NOTIFICATION OF START OF CONSTRUCTION 22.1 GENERAL The Contractor shall notify all residents along the construction route or within a 500-foot radius, unless stated otherwise in the Contract Documents, with a printed door hanger notice indicating the following information about the proposed construction work and the Contractor performing the work: City seal or logo; the scheduled date for the start of construction; the type of construction; general sequence and scheduling of construction events; possibility of water service disruption and/or colored water due to construction efforts; Contractor's name, the Superintendent's name, Contractor address and telephone number; Contractor's company logo (optional); requirement for residents to remove landscaping and/or other private appurtenances which are in conflict with the proposed construction; and other language as appropriate to the scope of Contract work. Sample door hanger including proposed language shall be approved by the City prior to the start of construction. Notification shall be printed on brightly colored and durable card stock and shall be a minimum of 4-'/4 by 11 inches in size. Notification (door hanger) shall be posted to residences and businesses directly affected by the Contractor's activities no later than seven (7) days prior to the start of construction activity. Directly affected by the Contractor's activities shall mean all Contractor operations including staging areas, equipment and material storage, principal access routes across private property, etc. Contractor cannot start without proper seven (7) day notice period to residents. Contractor is required to maintain sufficient staff to answer citizen inquiries during normal business hours and to maintain appropriate message recording equipment to receive citizen inquires after business hours. Resident notification by the Contractor is a non-specific pay item to be included in the bid items provided in the contract proposal. 22.2 EXAMPLE CITY SEAL Of CITY OF CLEARWATER NOTICE OF CONSTRUCTION TODAY'S DATE: / / PLEASE EXCUSE US FOR ANY INCONVENIENCE We are the construction contractor performing (state type of contract) for the City of Clearwater in your area. The work will be performed in the public right-of-way adjacent to your property. This notice is placed a minimum of seven (7) days in advance of construction to notify property owners of the pending start of construction. (Brief description of the construction process to be expected by the property owners) The construction process may necessitate the removal of certain items from the right-of-way. Typical items such as sprinklers, grass, and postal approved mailboxes will be replaced by the contractor within a reasonably short period of time. The replacement of driveways and sidewalks will be made using standard asphalt or concrete materials. The property owner is responsible for the expense and coordination to replace driveways and sidewalks which have customized colors, 110310Sectionlll.doc Page 42 of 45 11/03/2010 Section Ill - General Conditions textures and/or materials. Small trees, shrubs, landscaping materials, unauthorized mailboxes or structures within the right-of-way which must be removed due to the construction process will not be replaced. The property owner is responsible to relocate any such items which the property owner wishes to save prior to the start of construction. Vehicles parked on the streets or within the right-of-way may be required to be placed elsewhere. We are available to answer any questions you may have regarding the construction process or any particular item that must be relocated. Please contact our Construction Superintendent at (727) . We will be more than happy to assist you. Construction is anticipated to begin on: Company Name Company Address Contractor Phone Number 23 PROJECT INFORMATION SIGNS 23.1 SCOPE AND PURPOSE The Owner desires to inform the general public on the Owner's use and expenditure of public funding for general capital improvement and maintenance projects. To help accomplish this purpose, the Contractor is required to prepare and display public project information signs during the full course of the contract period. These signs will be displayed at all location(s) of active work. Payment to Contractor for the preparation, installation and management of project sign(s) shall be included in the cost of the work. The number of and type of signs will be stated in SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION. 23.2 TYPE OF PROJECT SIGN, FIXED OR PORTABLE Sign type shall be "fixed" on stationary projects and "portable" on projects which have extended locations or various locations. The particular wording to be used on the signs will be determined after contract award has been approved. Contractor will be provided the wording to be used on sign at the preconstruction conference. 23.3 FIXED SIGN Fixed sign shall be 4-foot by 6-foot (4'x6') in size and painted on a sheet of exterior grade plywood of the same size and a minimum thickness of 1/2-inches. Sign shall be attached to a minimum of two (2) 4-inch by 4-inch (4"x4") below grade pressure treated (P.T.) wooden posts and braced as necessary for high winds. Posts shall be long enough to provide secure anchoring in the ground. Bottom of sign must be a minimum of 24-inches above the ground. Alternate mounting system or attachment to fencing or other fixed structure can be considered for approval. Sign shall be painted white on both sides with exterior rated paint. 23.4 PORTABLE SIGNS Portable sign shall be a minimum of 24-inches by 30-inches (24"00") in size and will be attached to a standard sized portable traffic barricade. Sign material shall be aluminum, 0.080- inches or thicker, background of white reflective sheeting, and shall be silkscreen or vinyl lettering. Portable sign shall be two signs located and attached to each side of the traffic barricade. 110310SectionIH.doc Page 43 of 45 11/03/2010 Section III - General Conditions 23.5 SIGN COLORING ' Background shall be white. Project Descriptive Name shall be in blue lettering. All other lettering shall be black. Basic lettering on sign shall be in all capital letters, of size proportional to the sign itself. Each sign shall depict the City's sun and waves logo. The color of the sun shall ' be pantone yellow; the wave shall be process blue; and the text shall be black. 23.6 SIGN PLACEMENT I' Signs shall be placed where they are readily visible by the general public which pass by the project site. Signs are not to be placed where they may become a hazard or impediment to either pedestrian or vehicular traffic. For construction projects outside of the Owner's right-of-way, the ' signs will be placed on the project site. For projects constructed inside of the Owner's right-of- way, the signs will be placed in the right-of-way. Portable signs are to be moved to the locations of active work on the project. Multiple portable signs will be necessary where work is ongoing in ' several locations at the same time. Fixed signs are to be placed at the start of construction and will remain in place until the request for final payment. 23.7 SIGN MAINTENANCE The Contractor is responsible for preparation, installation, movement, maintenance, replacement, removal and disposal of all project signs during the full course of the contract period. The Contractor will place and secure portable signs from dislocation by wind or other actions. Signs are to be cleaned as necessary to maintain legibility and immediately replaced if defaced. 23.8 TYPICAL PROJECT SIGN 110310SectionIIl.doc Page 44 of 45 11/03/2010 Section III - General Conditions N PROJECT NAME (CONTRACT NUMBER) DEPARTMENT NAME) PROJECT :N CONTRACTOR:.... ,.... _ } COMPLETION DATE: FUNDING: OWNER'S REPRESENTATIVE: rwater U It will be required that the work will commence not later than five (5) calendar days after the Engineer gives written notice to proceed (NTP), which notice shall be given as outlined in Article 2 of these General Conditions. It is further required that all work within this contract be completed within the indicated number of consecutive calendar days as determined in SECTION IV, ARTICLE 1.1 - SCOPE DESCRIPTION. Contract date to commence at issuance of notice to proceed. If the Contractor fails to complete the work within the stipulated time, the City will retain the amount stated in the Contract, per calendar day, for each day that the contract remains incomplete. The work shall be discontinued on Saturdays, Sundays, and approved Holidays. If it becomes necessary for the Contractor to perform work on Saturdays, Sundays, and approved City of Clearwater Employee Holidays, that in the opinion of the Engineer, will require the presence of Inspectors, the 110310SectionIII.doc Page 45 of 45 11/03/2010 Section III - General Conditions Contractor shall pay the City of Clearwater, Florida, the amount of Four Hundred Eighty Dollars ($480.00) per each eight-hour (8) day for each Inspector given such assignment. ' The Contractor shall remedy any defects in the work at his own expense and pay for any damage to other work resulting therefrom which appear within a period of one (I) year from the date of final acceptance. I 110310SectionlIl.doc Page 46 of 45 11/03/2010 II SECTION Ilia SUPPLEMENTARY GENERAL CONDITIONS 1 The General Conditions of the Construction Contract; Articles I through 24 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the General Conditions of the ' Construction Contract. Where any article of the General Conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO GENERAL CONDITIONS ARTICLE 2 - PRELIMINARY MATTERS 2.3 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED; ' STARTING THE PROJECT 2.3.1 The Contract shall be substantially completed within 240 calendar days ' after the date when the Contract Time commences to run as provided in paragraph 2.3 of the General Conditions. 2.3.2 Substantial completion is defined as having all components of the system installed and ready for daily operation. Substantial completion includes start-up, operation, testing, manufacturer's checks and services, operator ' training, and similar items. The following items need not be completed for Substantial Completion: ' c. Final application for payment and final acceptance. 2.3.3 All work in the Contract shall be completed and ready for final payment in ' accordance with paragraph 14.6 of the General Conditions within 270 calendar days after the date when the Contract Time commences to run. 1 2.7 HURRICANE PROTECTION PLAN Within two weeks of the date of Notice to Proceed, the Contractor shall submit ' to the Owner a Hurricane Preparation Plan that outlines the measures that will be completed by the Contractor at no additional cost to the Owner in the event of a hurricane warning. 1 ' Clearwater Harbor Reclaimed Water System Section Ilia 0992-0210 Supplementary General Conditions Ilia-1 In the event of inclement weather, or when directed by the Owner, the Contractor will protect the Work and materials from weather related damage. In the event that, in the opinion of the Owner, the Work or materials have been damaged due to failure on the part of the Contractor to protect the Work and materials, the Work and materials shall be replaced at the expense of the Contractor. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.8 PERMITS The City has obtained, or will obtain, the appropriate Right-of-Way permits from the Florida Department of Transportation (FDOT) and Pinellas County and the appropriate Environmental Resource Permit from the Southwest Florida Water Management District (SWFWMD). These permits are required prior to the commencement of any work. The Contractor shall be responsible for obtaining a copy of these permits and for complying with any provisions or requirements which may relate to the conduct of construction activities ARTICLE 9 - OWNER'S REPRESENTATIVE STATUS DURING CONSTRUCTION 9.1 OWNER'S REPRESENTATIVE The Owner's Representative during the Bidding Phase is listed below. Tara Kivett City of Clearwater Engineering 100 S. Myrtle Avenue, Room 220 Clearwater, Florida 33756 Phone: 727-562-4758 Fax: 727-562-4755 Email: tara.kivett@myclearwater.com END OF SUPPLEMENTARY GENERAL CONDITIONS Clearwater Harbor Reclaimed Water System Section Ilia ' 0992-0210 Supplementary General Conditions Ilia-2 SECTION IV. TECHNICAL SPECIFICATIONS Table of Contents: 1 SCOPE OF WORK ...........................................................................................................1 1.1 SCOPE DESCRIPTION ................................................................................................. 1 1.2 SCOPE OF WORK CHECKLIST .................................................................................. 2 2 FIELD ENGINEERING .................................................................................................. 3 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR ............... 3 2.1.1 GRADES, LINES AND LEVELS ............................................................................. 4 2.1.2 LAYOUT DATA ....................................................................................................... 4 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY ................................. 4 ¦ 3 DEFINITION OF TERMS ............................................................................................... 4 3.1 REFERENCE STANDARDS ........................................................................................ . 4 3.2 ABBREVIATIONS AND SYMBOLS .............................................:............................ . 5 4 ORDER AND LOCATION OF THE WORK ............................................................... . 6 1 5 EXCAVATION FOR UNDERGROUND WORK ......................................................... . 6 6 CONCRETE ......................................................................................................................7 ' 7 EXCAVATION AND FORMS FOR CONCRETE WORK .......................................... 7 7.1 EXCAVATION .......................................................................................................... ..... 7 7.2 FORMS ........................................................................................................................... 8 8 REINFORCEMENT .........................................................................................................8 8.1. BASIS OF PAYMENT ................................................................................................... 8 ' 9 OBSTRUCTIONS ..........................................................•..................................................8 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS, SIDEWALKS AND STREET PAVEMENT ............................................................................................ 8 11 WORK IN EASEMENTS OR PARKWAYS ................................................................. 9 ' 12 DEWATERING .................................................................................................................9 12.1 GENERAL ......................................................................................................................9 12.2 PERMIT REQUIREMENTS ........................................................................................ to ' 12.2.1 DEWATERING CONTROL ................................................................................... 10 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROMANYNON-CONTAMINATED SITEACTIVITY ........................... 10 13 SANITARY MANHOLES ............................................................................................. 12 13.1 BUILT UP TYPE .......................................................................................................... 12 13.2 PRECAST TYPE .......................................................................................................... 13 ' 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) ........................................ 13 13.3 DROP MANHOLES ..................................................................................................... 14 ' 13.4 FRAMES AND COVERS ............................................................................................ 14 101110 SectionlV.doc i 10/11/2010 11 13.5 MANHOLE COATINGS .............................................................................................. 14 13.6 CONNECTIONS TO MANHOLES ............................................................................. 14 14 BACKFILL ...................................................................................................................... 14 15 STREET CROSSINGS, ETC ........................................................................................ 14 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES ..........................:................................................................•.................... 15 16.1 BASIS OF PAYMENT ............................................... 17 UNSUITABLE MATERIAL REMOVAL ..................................................................... 15 17.1 BASIS OF MEASUREMENT ...................................................................................... 15 17.2 BASIS OF PAYMENT ................................ 18 UNDERDRAINS ............................................................................................................. 15 18.1 BASIS OF MEASUREMENT ...................................................................................... 16 18.2 BASIS OF PAYMENT ................................................................................................. 16 19 STORM SEWERS .......................................................................................................... 16 19.1 AS BUILT INFORMATION ......................•---............................................................... 16 19.2 TESTING ...................................................................................................................... 16 19.3 BASIS OF PAYMENT ................................................................................................. 17 20 SANITARY SEWERS AND FORCE MAINS .............................................................. 17 20.1 MATERIALS ................................................................................................................ 1.7 20.1.1 GRAVITYSEWER PIPE ........................................................................................ 17 20.1.2 FORCE MAIN PIPE ............................................................................................. 17 20.2 INSTALLATION .......................................................................................................... 18 20.2.1 GRAVITYSEWER PIPE ........................................................................................ 18 20.2.2 FORCEMAINPIPE ............................................................................................. 18 20.3 AS BUILT DRAWINGS .........................................•..........................---.--..................... 18 20.4 TESTING ...................................................................................................................... 1.8 20.4.1 TESTING OF GR.4VITYSEWERS ........................................................................ 18 20.4.2 TESTING OF FORCE MAINS .............................................................................. 19 20.5 BASIS OF PAYMENT .................................. ............................................................... 19 20.5.1 GRAVITYSEWER PIPE ........................................................................................ 19 20.5.2 FORCE MAIN PIPE ............................................................................................. 19 21 DRAINAGE ..................................................................................................................... 19 22 ROADWAY BASE AND SUBGRADE .......................................................................... 19 22.1 BASE ............................................................................................................................ 19 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE ................... 21 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE ............................... 21 22.2 SUBGRADE ................................................................................................................. 21 22.2.1 BASIS OF MEASUREMENT ................................................................................ 22 22.2.2 BASISOFPAYMENT ............................................................................................ 22 23 ASPHALTIC CONCRETE MATERIALS ................................................................... 22 23.1 ASPHALTIC CONCRETE ........................................................................................... 22 101110 SectionIV.doc ii 10/11/2010 23.1.1 AGGREGATE .............................................. .......................................................... 22 23.1.2 BITUMINOUS MATERIALS ................................................................................. 22 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE ............................................................................................ 22 23.3 ASPHALT MIX DESIGNS AND TYPES .................................................................... 23 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS ............................... 23 23.5 GENERAL CONSTRUCTION REQUIREMENTS .................................................... 24 23.6 CRACKS AND POTHOLE PREPARATION .............................................................. 24 23.61 CRACKS ............................................... ................................................................ 24 23.62 POTHOLES ........................................................................................................... 25 23.7 ADJUSTMENT OF MANHOLES ............................................................................... 25 23.8 ADDITIONAL ASPHALT REQUIREMENTS ................................... 25 23.9 SUPERPAVE ASPHALTIC CONCRETE .................................................................... 26 23.10 BASIS OF MEASUREMENT ...................................................................................... 26 23-11 BASIS OF PAYMENT ................................................................................................. 27 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT .................................. 27 25 GENERAL PLANTING SPECIFICATIONS .............................................................. 27 25.1 IRRIGATION ................................................................................................................ 27 25. 1.1 DESCRIPTION ..................................................................................................... 27 25.1.2 PRODUCTS .......................................................................................................... 29 25.1.3 EXECUTION ......................................................................................................... 33 25.2 LANDSCAPE ............................................................................................................... 36 25.2.1 GENERAL ............................................................................................................. 36 25.2.2 PRODUCTS .......................................................................................................... 41 25.2.3 EXECUTION ......................................................................................................... 44 26 HDPE DEFORMED - REFORMED PIPE LINING ................................................... 51 26.1 INTENT ........................................................................................................................ 51. 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY ........................ 51 26.3 MATERIALS ................................................................................................................ 51 26.4 CLEANING/SURFACE PREPARATION .................................................................... 52 26.5 TELEVISION INSPECTION ....................................................................................... 52 26.6 LINER INSTALLATION ............................................................................................. 53 26.7 LATERAL RECONNECTION ..................................................................................... 53 26.8 TIME OF CONSTRUCTION ....................................................................................... 53 26.9 PAYMENT .................................................................................................................... 53 27 PLANT MIX DRIVEWAYS .................................................................................•......... 53 27.1 BASIS OF MEASUREMENT ...................................................................................... 54 27.2 BASIS OF PAYMENT ................................................................................................. 54 2$ REPORTING OF TONNAGE OF RECYCLED MATERIALS ................................ 54 29 CONCRETE CURBS ..................................................................................................... 54 29.1 BASIS OF MEASUREMENT ...................................................................................... 54 29.2 BASIS OF PAYMENT ................................................................................................. 54 30 CONCRETE SIDEWALKS AND DRIVEWAYS ......................................................... 54 101110 SectionlV.doc iii 10/11/2010 30.1 CONCRETE SIDEWALKS .......................................................................................... 54 30.2 CONCRETE DRIVEWAYS ......................................................................................... 55 30.3 BASIS OF MEASUREMENT ...................................................................................... 55 30.4 BASIS OF PAYMENT ................................................................................................. 55 31 SODDING ...........................................................................................................•............ 55 32 SEEDING ......................................................................................................................... 56 33 STORM MANHOLES, INLETS, CATCH BASINS OR OTHER STORM STRUCTURES .................................... ............................................................................ 56 33.1 BUILT UP TYPE STRUCTURES ................................................................................ 56 33.2 PRECAST TYPE .......................................................................................................... 57 33.3 BASIS OF PAYMENT ................................................................................................. 57 34 MATERIAL USED ......................................................................................................... 57 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS ...................................... 57 36 STREET SIGNS .............................................................................................................. 57 37 AUDIO/VIDEO RECORDING OF WORK AREAS .................................................. 57 37.1 CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING ................................ 57 37.2 SCHEDULING OF AUDIO/VIDEO RECORDING ................................................... 57 37.3 PROFESSIONAL VIDEOGRAPHERS ....................................................................... 58 37.4 EQUIPMENT ............................................................................................................... 58 37.5 RECORDED INFORMATION, AUDIO ...................................................................... 58 37.6 RECORDED INFORMATION VIDEO ....................................................................... 58 37.7 VIEWER ORIENTATION ............................................................................................ 58 37.8 LIGHTING ................................................................................................................... 59 37.9 SPEED OF TRAVEL .................................................................................................... 59 37.10 VIDEO LOG/INDEX ......................... :......................................................................... 37.1 1 AREA OF COVERAGE ............................................................................................... 59 37.12 COSTS OF VIDEO SERVICES ................................................................................... 59 38 EROSION AND SILTATION CONTROL ................................................................... 59 38.1 STABILIZATION OF DENUDED AREAS ................................................................. 59 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES ............................. 60 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS .................................... 60 38.4 SEDIMENT TRAPPING MEASURES ........................................................................ 60 38.5 SEDIMENTATION BASINS ....................................................................................... 60 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES ...................... 60 38.7 SWALES, DITCHES AND CHANNELS .................................................................... 61. 38.8 UNDERGROUND UTILITY CONSTRUCTION ....................................................... 61 38.9 MAINTENANCE ......................................................................................................... 61 38.10 COMPLIANCE ............................................................................................................. 61 39 UTILITY TIE IN LOCATION MARKING ................................................................. 64 40 AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE .................... 64 41. POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES ....................................................................................................... 64 101110 SectionIV.doc iv 10/1112 010 41.1 SCOPE .......................................................................................................................... 64 41.2 MATERIALS ........................................................................................................... ..... 65 41.2.1 GENERAL ......................................................................................................... .... 65 41.2.2 PIPE MATERIALS AND FITTINGS ................................................................. .... 65 41.2.3 GATE VALVES .................................................................................................. .... 67 41.2.4 VALVE BOXES ................................................................................................. ..... 67 41.2.5 HYDRANTS ....................................................................................................... ....68 41.2.6 SERVICE SADDLES ......................................................................................... .... 69 41.2.7 TESTS, INSPECTIONAND REPAIRS .............................................................. .... 69 41.2.8 BACKFLOW PREVENTERS ................................................................................ 69 41.2.9 TAPPING SLEEVES ........................................................................................ ..... 70 41.2.10 BLOW OFF HYDRANTS ................................................................................. .....70 41.3 CONSTRUCTION ................................................................................................... .....70 41.3.1 MATERIAL HANDLING .................................................................................. ..... 70 41.3.2 PIPE LAYING .................................................................................................. ..... 70 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS .................................... ..... 72 41.3.4 CONNECTIONS TO EXISTING LINES .......................................................... ..... 72 41.4 TESTS ...................................................................................................................... .....73 41.4.1 HYDROSTATIC TESTS .................................................................................... ..... 73 41.4.2 NOTICE OF TEST ........................................................................................... ..... 73 41.5 STERILIZATION .................................................................................................... ..... 73 41.5.1 STERILIZING AGENT ..................................................................................... ..... 73 41.5.2 FLUSHING SYSTEM ...................................................................................... ..... 73 41.5.3 STERILIZATION PROCEDURE ..................................................................... ..... 73 41.5.4 RESIDUAL CHLORINE TESTS ....................................................................... ..... 74 41.5.5 BACTERIAL TESTS ......................................................................................... ..... 74 41.6 MEASUREMENT AND PAYMENT ...................................................................... ..... 74 41.6.1 GENERAL ........................................................................................................ ..... 74 41.62 FURNISHAND INSTALL WATER MAINS ...................................................... ..... 75 41.63 FURNISH AND INSTALL FITTINGS .............................................................. ..... 75 41.64 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS ........................................................................................................... ..... 75 41.65 FURNISHAND INSTALL FIRE HYDRANTS .................................................. ..... 75 42 GAS SYSTEM SPECIFICATIONS .............................................................................. 76 43 TENNIS COURTS .......................................................................................................... 76 43.1 PAVED TENNIS COURTS ......................... 43.13 SOIL TREATMENTS ............................ 43.1.2 BASE COURSE .................................... 43.1.3 PRIME COAT ...................................... 43.1.4 LEVELING COURSE ........................... 43.1.5 SURFACE COURSE ............................ 43.1.6 COLOR COAT ..................................... 43.2 CL AY TENNIS COURTS ........................... 43.2.1 GENERAL ............................................ 43.2.2 SITE PREPARATION ........................... 43.2.3 SLOPE .................................................. 43.2.4 BASE CONSTRUCTION ...................... 1 101110 SectionIV.doc v ............................................................... 76 ............................................................... 76 ............................................................... 76 ............................................................... 76 ............................................................... 76 ............................................................... 76 ............................................................... 77 ............................................................... 78 ............................................................... 78 ............................................................... 79 ............................................................... 79 ............................................................... 80 10/11/2010 11 43.2.5 PERIMETER CURBING ....................................................................................... 80 43.2.6 SURFACE COURSE .................................................................................... ......... 80 43.2.7 ROOT BARRIER .......................................................................................... ......... 80 43.2.8 FENCING .................................................................................................... ......... 81 43.2.9 WINDSCREENS ........................................................................................... .........81 43.2.10 COURT EQUIPMENT ................................................................................. ......... 81 43.2.11' SHADE STRUCTURE ...:...... .......................... ............................................. ......... 83 43.2.12 WATER SOURCE (Potable) ......................................................................... ......... 83 43.2.13 CONCRETE ................................................................................................ .........83 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING ....................................... ......... 83 43.2.15 WATER COOLER ........................................................................................ ......... 84 43.2.16 DEMONSTRATION ..................................................................................... .........84 43.2.17 WARRANTY ................................................................................................. .........84 WORK ZONE TRAFFIC CONTROL ..................................... ........... 85 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL ......... 85 44.2 WORK ZONE TRAFFIC CONTROL PLAN ..................................................... ......... 85 44.2.1 WORK ZONE SAFETY ................................................................................ ......... 85 44.3 ROADWAY CLOSURE GUIDELINES .............................................................. ......... 86 44.3.1 ALL ROADWAYS .......................................................................................... ......... 86 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS ........ ......... 86 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS ................................................ ......... 86 44.3.4 MAJOR ARTERIALS .................................................................................... ......... 86 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN .......................... ......... 86 44.5 INS PECTION OF WORK ZONE TRAFFIC CONTROL OPERATION ........... ......... 87 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL .................................... ......... 87 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR... 4 ......... 87 44 45 CURED-IN-PLACE PIPE LINING .............................................................................. 87 45.1 INTENT ........................................................................................................................ 87 45.2 PRODUCT AND CONTRACTORANSTALLER ACCEPTABILITY ........................ 88 45.3 MATERIALS ................................................................................................................ 88 45.4 CLEANING/SURFACE PREPARATION .................................................................... 88 45.5 TELEVISION INSPECTION ....................................................................................... 89 45.6 LINER INSTALLATION .............................................................. :.............................. 89 45.7 LATERAL RECONNECTION ..................................................................................... 89 45.8 TIME OF CONSTRUCTION .................................:..................................................... 89 45.9 PAYMENT ....................................................................•............................................... 89 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING ..................................... 90 46.1 MATERIALS .................................................................................................... 46 1.1 PIPE AND FITTINGS ............................................................................... 461.2 QUALITYCONTROL ................................................................................ 461.3 SAMPLES .................................................................................................. 461.4 REJECTION .............................................................................................. 46.2 PIPE DIMENSIONS ......................................................................................... 46.3 CONSTRUCTION PRACTICES ..................................................................... 46.3.1 HANDLING OF PIPE ............................................................................... 463.2 REPAIR OF DAMAGED SECTIONS ........................................................ ..... 90 ..... 90 .....90 ..... 90 ..... 90 ..... 90 ----- 91 ..... 91 ..... 91 101110 SectionMdoc vi 10/11/2010 463.3 PIPE JOINING ..................................................................................................... 91 463,4 HANDLING OF FUSED PIPE ............................. ................................................ 91 46.4 SLIPLINING PROCEDURE ........................................ ................................................ 91 464.1 PIPE REQUIREMENTS AND DIMENSIONS ...... ................................................ 91 464.2 CLEANING AND INSPECTION ........................... ................................................ 91 464.3 INSERTION SHAFT AND EXCAVATIONS .......... ................................................ 92 46.4.4 INSERTION OF THE LINER ................................ ................................................ 92 464.5 CONFIRMATION OF PIPE SIZES ...................... ................................................ 92 464.6 UNDERDRAIN CONNECTIONS IF REQUIRED ................................................ 92 464.7 BACKFILLING ..................................................... ................................................ 93 464.8 POINT REPAIR ..................................................... ................................................ 93 464.9 CLEAN UP OPERATIONS ................................... ................................................. 93 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE ...................... 93 47.1 SCOPE .......................................................................................................................... 93 47.2 MATERIALS ................................................................................................................ 93 47.3 PIPE .............................................................................................................................. 93 47.4 JOINING SYSTEM ...................................................................................................... 94 47.5 FITTINGS .....................................................................................................................94 48 GUNITE SPECIFICATIONS ........................................................................................ 94 48.1 PRESSURE INJECTED GROUT ................................................................................ 94 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE ................. 94 48.3 COMPOSITION ........................................................................................................... 94 48.4 STRENGTH REQUIREMENTS .................................................................................. 95 48.5 MATERIALS ................................................................................................................ 95 48.6 WATER ......................................................................................................................... 95 48.7 REINFORCEMENT .....................................................................................................95 48.8 STORAGE OF MATERIALS ....................................................................................... 95 48.9 SURFACE PREPARATION ......................................................................................... 96 48.10 PROPORTIONING .......................................................................................................96 48.11 MIXING ........................................................................................................................96 48.12 APPLICATION .............................................................................................................96 48.13 CONSTRUCTION JOINTS ......................................................................................... 97 48.14 SURFACE FINISH ....................................................................................................... 97 48.15 CURING ....................................................................................................................... 97 48.16 ADJACENT SURFACE PROTECTION ..................................................................... 97 48.17 INSPECTION ............................................................................................................... 98 48.18 EQUIPMENT ............................................................................................................... 98 ' 49 SANITARY AND STORM MANHOLE LINER RESTORATION ........................... 99 49.1 SCOPE AND INTENT ................................................................ 49.2 PAYMENT ................................................................................... 49.3 FIBERGLASS LINER PRODUCTS ........................................... 49.3.1 MATERIALS ......................................................................... 49.3.2 INSTALLATION AND EXECUTION ................................... 49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM ............... 49.4.1 MATERIALS ......................................................................... 49.5 INFILTRATION CONTROL ....................................................... ............................... 99 ............................... 99 ............................... 99 ............................... 99 ............................. loo ............................. loo ............................. 101 ............................. 101 101110 SectionIV.doc vii 10/11/2010 49.6 GROUTING MIX ....................................................................................................... 101 49.7 LINER MIX ..............................•............................... .................................................. 101 49.8 WATER .................................................................................................... ............... 102 49.9 OTHER MATERIALS ................................•----........................-•--•-.........................---- 102 49.10 EQUIPMENT ............................................................................................................. 102 49.11 INSTALLATION AND EXECUTION ....................................................................... 102 49.11.1 PREPARATION ................................................................................................... 102 49.11.2 MIXING ............................................................................................................... 103 49.11.3 SPRAYING .......................................................................................................... 103 49.11.4 PRODUCT TESTING ......................................................................................... 103 .49.11.5 CURING .............................................................................................................. 103 49.11.6 MANHOLE TESTING AND ACCEPTANCE... ... ............................................... 104 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM ....... 104 49.12.1 SCOPE ................................................................................................................ 104 49.12.2 MATERIALS ........................................................................................................ 104 49.12.3 INSTALLATIONAND EXECUTION .................................................................. 106 50 PROJECT INFORMATION SIGNS .......................................................................... 108 51 IN-LINE SKATING SURFACING SYSTEM ............................................................ 108 51.1 SCOPE .....................................................................................•---•---........................... 108 51.2 SURFACE PREPARATIONS ............................................•-••-.................................... 109 51.2.1 ASPHALT ............................................................................................................ 109 51.2.2 CONCRETE ........................................................................................................ 109 51.2.3 COURT PATCH BINDER MIX ..................................................................•........ 109 51.3 APPLICATION OF ACRYLIC FILLER COAT ......................................................... 109 51.4 APPLICATION OF FORTIFIED PLEXIPAVE .......................................................... 110 51.5 PLEXIFLOR APPLICATION .................................................................................... 110 51.6 PLAYING LINES ....................................................................................................... 110 51.7 GENERAL .................................................................................................................. 110 51.8 LIMITATIONS ...............................................•---........................................................ 110 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION .......................... 111 53 GABIONS AND MATTRESSES .................................................................................. 111 53.1 MATERIAL ................................................................................................................. 111 53.1.1 GABION AND RENO MATTRESS MATERIAL ................................................... 111 53.1.2 GABIONAND MATTRESS FILLER MATERIAL :............................................... 113 53.1.3 MATTRESS WIRE ................................................................................................ 114 53.1.4 GEOTEXTILE FABRIC ........................................................................................ 114 53.2 PERFORMANCE ....................................................................................................... 114 54 LAWN MAINTENANCE SPECIFICATIONS ........................................................... 115 54.1 SCOPE --•--• .................................................................................................................. 115 54.2 SCHEDULING OF WORK ........................................................................................ 115 54.3 WORK METHODS .................................................................................................... 116 54.3.1 MAINTENANCE SCHEDULING ........................................................................ 116 54.3.2 DUTIES PER SERVICE VISIT ............................................................................ 116 54.4 LITTER ................................................................................•---..........................:........ 116 54.5 VISUAL CHECK ....................................................................................................... 116 101110 SectionIV.doc viii 10/11/2010 54.6 PLANT TRIMMING AND PALM PRUNING .......................................................... 116 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.)..... 116 54.8 DEBRIS REMOVAL .................................................................................................. 116 54.9 TRAFFIC CONTROL ................................................................................................ 117 54.10 PEDESTRIAN SAFETY ............................................................................................ 117 54.11 PLANT FERTILIZATION .......................................................................................... 1.17 54.12 WEED REMOVAL IN LANDSCAPED AREA ......................................................... 117 54.13 MULCH CONDITION ............................................................................................... 117 54.14 IRRIGATION SERVICE AND REPAIR .................................................................... 1.17 54.15 LAWN AND ORNAMENTAL PEST CONTROL ...................................................... 117 54.16 PALM FERTILIZATION ............................................................................................ 117 54.17 FREEZE PROTECTION ............................................................................................ 118 54.18 LEVEL OF SERVICE ................................................................................................. 118 54.19 COMPLETION OF WORK ....................................................................................... 118 54.20 INSPECTION AND APPROVAL .............................................................................. 118 54.21 SPECIAL CONDITIONS ........................................................................................... 118 55 MILLING OPERATIONS ............................................................................................119 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE ...................................... 119 55.2 ADDITIONAL MILLING RLQUIREMENTS .......................................................... 119 55.3 .............. . SALVAGEABLE MATERIALS .................................... 120 55.4 DISPOSABLE MATERIALS ..................................................................................... 120 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES .................. 120 55.6 ADJUSTMENT OF UTILITY MANHOLES ............................................................ 120 55.7 TYPES OF MILLING ................................................................................................ 120 55.8 MILLING OF INTERSECTIONS .............................................................................. 121 55.9 BASIS OF MEASUREMENT .................................................................................... 121 55.10 BASIS OF PAYMENT ............................................................................................... 121 56 CLEARING AND GRUBBING ................................................................................... 121 56.1 BASIS OF MEASUREMENT .................................................................................... 121 56.2 BASIS OF PAYMENT ............................................................................................... 1.21 57 RIPRAP ......................................................................................................................... 121 57.1 BASIS OF MEASUREMENT .................................................................................... 1.21 57.2 BASIS OF PAYMENT ............................................................................................... 122 58 TREATMENT PLANT SAFETY ................................................................................ 122 58.1 HAZARD POTENTIAL ............................................................................................. 122 58.2 REQUIRED CONTRACTOR TRAINING ................................................................ 122 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS ...........................................122 59.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 123 60 SIGNING AND MARKING .........................................................................................123 60.1. BASIS OF MEASUREMENT AND PAYMENT ....................................................... 123 61 ROADWAY LIGHTING ..............................................................................................123 61.1 BASIS OF MEASUREMENT AND PAYMENT ....................................................... 123 101110 SectionIV.doc ix 10/11/2010 62 TREE PROTECTION ..................................................................................................124 ' 62.1 TREE BARRICADES ................................................................................................ 124 62.2 ROOT PRUNING .................................................... ................................................ 124 ' 62.3 PROPER TREE PRUNING ........................................................................................ 125 63 PROJECT WEB PAGES .............................................................................................. 126 ' 63.1 WEB PAGES DESIGN ............................................................................................... 126 63.2 WEB ACCESSIBILITY GUIDELINES ..................................................................... 126 63.3 THE SUN AND WAVES LOGO AND ITS USE .................................................... 126 ' 63.4 MAPS AND GRAPHICS ........................................................................................... 127 63.5 INTERACTIVE FORMS ............................................................................................ 127 63.6 POSTING ....................................................................................................................127 ' 63.7 WEB PAGES UPDATES ............................................................................................ 127 101110 SectionIVAoc x 10/11/2010 Section IV - Technical Specifications 1 SCOPE OF WORK 1,1 SCOPE DESCRIPTION Project Name: Clearwater Harbor Reclaimed Water System Project Number: 10-0008-UT Scope of Work: The work for which proposals are invited consists of providing and installing approximately 2,500 linear feet of 12-inch, 5,000 linear feet of 8-inch, 1,000 linear feet of 6-inch, and 18,000 linear feet 4-inch diameter reclaimed water mains by directional drill and open cut installation and the associated appurtenances for approximately 450 reclaimed water services within the Clearwater Harbor neighborhood. The Contractor shall provide Portable project signs as described in SECTION 111, ARTICLE 23 of the Contract Documents. The final number of project signs will be determined at the beginning of the project based on the Contractor's schedule of work submitted for approval. Additional project signs may be required above the indicated amount due to the Contractor's schedule of work, which will be provide at no additional cost to the Owner. CONTRACT PERIOD: 270 CONSECUTIVE CALENDAR DAYS 1 101110 SectionIV.doc Page 1 of 127 10/11/2010 II Section IV - Technical Specifications The Contractor shall provide 2 {Fixed/Portable) project signs as described in SECTION III, ARTICLE 23 of the Contract Documents. The final number of project signs will be determined at the beginning of the project based on the Contractor's schedule of work submitted for approval. Additional project signs may be required above the indicated amount due to the Contractor's schedule of work, which will be provide at no additional cost to the Owner. List ODP Items to be included in the Contract Document. CONTRACT PERIOD: CONSECUTIVE CALENDAR DAYS 1.2 SCOPE OF WORK CHECKLIST Project Name: Clearwater Harbor Reclaimed Water System Project Number: 100008-UT The following Articles of the Technical. Specifications will apply to this contract if marked "X" as shown below: I Scope Of Work 2.1 ® Line and Grade Shall Be Performed B The Contractor 2.2 ? Line and Grade Shall Be Performed By The City 3 ® Definition Of Terms 4 ® Order And Location Of The Work 5 ® Excavation For Underground Work 6 ® Concrete 7 Excavation And Forms For Concrete Work 8 ® Reinforcement 9 ® Obstructions 10 Restoration Or Replacement Of Driveways, Curbs, Sidewalks And Street Pavement 11 ® Work In Easements Or Parkways 12 Dewaterin 13 ? Sanitary Manholes 14 ® Backfill 15 ® Street Crossin s, Etc. 16 ? Raisin Or Lowering Of Sanitary Sewer, Storm Drainage Structures 17 Unsuitable Material Removal 18 ® Underdrains 19 ® Storm Sewers 20 ® Sanitary Sewers And Force Mains 21 Drainage 22 ® Roadway Base And Sub grade 23 ® Asphaltic Concrete Materials 24 ® Adjustment To The Unit Bid Price For Asphalt 25 General Planting Specifications 26 ? Hd e Deformed - Reformed Pipe Lining 101.110 SectionIV.doc Page 2 of 127 10/11/2010 Section IV - Technical Specifications 27 Plant Mix Driveways 28 ? Re ortin Of Tonnage Of Recycled Materials 29 ® Concrete Curbs 30 ® Concrete Sidewalks And Driveways 31 ® Sodding_ 32 ? Seeding 33 ® Storm Manholes, Inlets, Catch Basins Or Other Storm Structures 34 ® Material Used 35 ® Conflict Between Plans And Specifications 36 Street Signs 37 ® AudioNideo Recording Of Work Areas 38 ® Erosion And Siltation Control 39 ® Utility Tie In Location Markin 40 ? Award Of Contract, Work Schedule And Guarantee 41 Potable Water Mains, Reclaimed Water Mains and Appurtenances. 42 ? Gas System Specifications 43 ? Tennis Courts 44 ® Work Zone Traffic Control 45 ? Cured-In-Place Pipe Lining 46 ? S ecifications for Polyethylene Sli limn 47 ? Specifications for Polyvinyl Chloride Ribbed Pipe 48 ? Gunite Specifications 49 ? Sanita and Storm Manhole Liner Restoration 50 ® Project Information Signs 51 ? In-Line Skating Surfacing System 52 Resident Notification of Start of Construction 53 ? Gabions and Mattresses 54 ? Lawn Maintenance Specifications 55 Milling Operations 56 ® Clearing and Grubbing 57 ? Ri ra 58 ® Treatment Plant Safe 59 ® Traffic Signal Equipment and Materials 60 ? Signing And Markin 61 ? Roadway Lighting 62 Tree Protection 63 Project Web Pages 2 FIELD ENGINEERING 2.1 LINE AND GRADE SHALL BE PERFORMED BY THE CONTRACTOR The Contractor shall provide and pay for field engineering service required for the project. Such work shall include survey work to establish lines and levels and to locate and lay out site improvements, structures, and controlling lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required to execute the 101110 SectionlV.doc Page 3 of 127 10/11/2010 Section IV -- Technical Specifications Contractor's construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state of Florida. The Contractor shall provide three (3) complete sets of As- built Survey to the Engineer prior to final payment being made as outlined in Section III (General Conditions), Article 6.11.2 of these Contract Documents. 2.1.1 GRADES, LINES AND LEVELS Existing basic horizontal and vertical control points for the project are those designated on the Drawings or provided by the City. Control points (for alignment only) shall be established by the Engineer. The Contractor shall locate and protect control points prior to starting site work and shall preserve all permanent reference points during construction. In working near any permanent property corners or reference markers, the Contractor shall use care not to remove or disturb any such markets. In the event that markers must be removed or are disturbed due to the proximity of construction work, the Contractor shall have them referenced and reset by a Land Surveyor qualified under the laws of the state of Florida. 2.1.2 LAYOUT DATA The Contractor shall layout the work at the location and to the lines and grades shown on the Drawings. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the record drawings for the project. 2.2 LINE AND GRADE SHALL BE PERFORMED BY THE CITY At the completion of all work the contractor shall be responsible to have furnished to the project inspector a replacement of the wooden lath and stakes used in the construction of this project. Excessive stake replacement caused by negligence of Contractor's forces, after initial line and grade have been set, as determined by the City Engineer, will be charged to the Contractor at the rate of $100.00 per hour. Time shall be computed for actual time on the project. All time shall be computed in one-hour increments. Minimum charge is $100.00. The City will generate the project Record construction drawings. 3 DEFINITION OF TERMS For the purpose of these Technical Specifications, the definition of terms from SECTION III, ARTICLE 1 - DEFINITIONS of these Contract Documents shall annly. For the purpose of the Estimated Quantities, the Contractor's attention is called to the fact that the estimate of quantities as shown on the Proposal Sheet is approximate and is given only as a basis of calculation upon which the award of the contract is to be made. The City does not assume any responsibility that the final quantities will remain in strict accordance with estimated quantities nor shall the contractor plead misunderstandings or deception because of such estimate of quantities or of the character or location of the work or of other conditions or situations pertaining thereto. 3.1 REFERENCE STANDARDS Reference to the standards of any technical society, organization, or associate, or to codes of local or state authorities, shall.mean the latest standard, code, specification, or tentative standard adopted and published at the date of receipt of bids, unless specifically stated otherwise. 101110 SectionIV.doc Page 4 of 127 10/11/2010 Section IV - Technical Specifications 3.2 ABBREVIATIONS AND SYMBOLS Abbreviations used in the Contract Documents are defined as follows: AA Aluminum Association, Inc. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AISI American Iron and Steel Institute AMA Acoustical Materials Association AMCA Air Moving and Conditioning Association, Inc. ANSI American National Standards Institute APA American Plywood Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating Refrigerating and Air Conditioning ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering ASTM American Society for Testing and Materials AWG American Wire Gauge AWMA Aluminum Window Manufacturer's Association AWS American Welding Society AWWA American Water Works Association CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute CS Commercial Standards and National Bureau of Standards DEP Department of Environmental Protection (Florida) DOT Department of Transportation (Florida) EPA Environmental Protection Agency FAC Florida Administrative Code FBC Florida Building Code FFPC Florida Fire Prevention Code FGC Florida Gas Code FMC Florida Mechanical Code FPC Florida Plumbing Code FedSpec Federal Specifications HI Standards of Hydraulic Institute IBBM Iron Body, Bronzed Mounted IEEE Institute of Electrical and Electronics Engineers IPS Iron Pipe Size MIL Military Specification NAAMM National Association of Architectural Metal Manufacturers NBFU National Board of Fire Underwriters NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association I 1 101110 SectionIV.doc Page 5 of 127 10/11/2010 Section IV - Technical Specifications NPT National Pipe Thread N WMA National Woodwork Manufacturers' Association PCA Portland Cement Association PCI Prestressed Concrete Institute SBC Standard Building Code (SBCCI) SBCCI Southern Building Code Congress International, Inc. SDI Steel Door Institute SFPC Standard Fire Prevention Code (SBCCI) SGC Standard Gas Code (SBCCI) SJI Steel Joist Institute SMACCNA Sheet Metal and Air Conditioning Contractors' National Association SMC Standard Mechanical Code (SBCCI) SPC Standard Plumbing Code (SBCCI) SPIB Southern Pine Inspection Bureau SSPC Steel Structures Painting Council TCA Title Council of America UL Underwriters' Laboratories 4 ORDER AND LOCATION OF THE WORK This article deleted. See SECTION 111, ARTICLE 18 - ORDER AND LOCATION OF THE I WORK. 5 EXCAVATION FOR UNDERGROUND WORK The contractor is responsible to take all necessary steps to conduct all excavation in a manner which provides for the successful completion of the proposed work while at all times maintaining the safety of the workmen, the general public and both public and private property. The contractor's methods of work will be consistent with the standard practices and requirements of all appropriate Safety Regulatory Agencies, particularly the Occupational Safety and Health Administration (OSHA) requirements for excavation. Unless otherwise specifically stated in these plans and specifications, the methods of safety control and compliance with regulatory agency safety requirements are the full and complete responsibility of the contractor. For the purposes of the Contractor's safety planning in the bidding process, the contractor is to consider all excavation to be done in the performance of this contract to be in soil classified as OSHA "Type C". The Contractor's attention is called to specific requirements of OSHA for excavation shoring, employee entry, location of excavated material adjacent to excavation, the removal of water from the excavation, surface encumbrances and in particular the requirement of a "Competent Person" to control safety operations. The Contractor will identify his Competent Person to City staff at the start of construction. City staff are required from time to time to perform inspections, tests, survey location work, or other similar activity in an excavation prepared by the contractor. City staff in conformance with the OSHA Excavation Safety Requirements are to only enter an excavation in compliance with these OSHA standards. The City's staff reserve the option to refuse entry into the Contractor's excavation if, in the opinion of the City's staff, the entry into the Contractor's excavation is unsafe or does not conform OSHA requirements. If this circumstance occurs, the contractor must 101110 SectionlV.doc Page 6 of 127 10/11/2010 Section IV-Technical Specifications either provide the necessary safety requirements or provide alternate means for the accomplishment of the City's work at the Contractor's expense. The restoration quantities, if any, contained in the bid proposal for this contract to not contain sufficient quantities to allow the contractor to perform excavation work using strictly the "open cut" method whereby no shoring systems are used and trench side slopes are cut to conform to OSHA safety requirements without a shoring system. In addition to safety reasons, the Contractor is required to use excavation and trench-shoring methods in compliance with all safety requirements which allow the Contractor to control the amount of restoration work necessary to complete the project. Not more than one hundred (100) feet of trench shall be opened at one time in advance of the completed work unless written permission is received from the Engineer for the distance specified. For pipe installation projects, the trench shall be six (G) inches wider on each side than the greatest external horizontal width of the pipe or conduit, including hubs, intended to be laid in them. The bottom of the trench under each pipe joint shall be slightly hollowed, to allow the body of the pipe to rest throughout its length. In case a trench is excavated at any place, excepting at joints, below the grade of its bottom as given, or directed by the Engineer, the filling and compaction to grade shall be done in such manner as the Engineer shall direct, without compensation. 6 CONCRETE Unless otherwise directed, all concrete work shall be performed in accordance with the latest editions of the Design and Control of Concrete Mixtures by the Portland Cement Association, the American Concrete Institute, and FDOT's Standard Specifications. All appropriate testing shall be performed according to the American Society of Testing Materials. Unless otherwise specified, all concrete shall have fiber mesh reinforcing and have a minimum compressive strength of 3000 p.s.i. at 28 days. The cement type shall be Type I and shall conform to AASHTO M-85. The aggregate shall conform to ASTM C-33. All ready mix concrete shall conform to ASTM C-94. The slump for all concrete shall be in the range of 3" to 5", except when admixtures or special placement considerations are required. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all concrete placement. All concrete shall be tested in the following manner: Placement of less than 5 cubic yards (cy) shall be tested at the Engineer's discretion. Otherwise, ' for each class, for each day, for every 50 cy or part thereof exceeding 5 cy, one set of 3 compressive strength cylinders will be required (1 at 7 days and 2 at 28 days). At the discretion of the Engineer, unacceptable test results may require the Contractor to provide further tests, as ' determined by the Engineer, to determine product acceptability, or need for removal, and compensation or denial thereof. ' 7 EXCAVATION AND FORMS FOR CONCRETE WORK 7.1 EXCAVATION ' Excavating for concrete work shall be made to the required depth of the subgrade or base upon which the concrete is to be placed. The base or subgrade shall be thoroughly compacted to a 101110 SectionlV.doc Page 7 of 127 10/11/2010 Section IV - Technical Specifications point 6" outside said concrete work before the forms are placed. Concrete shall be poured "in the dry " 7.2 FORMS Forms for concrete work shall be either wood or metal (except curbs, metal only, unless by written permission from Engineer). They shall be free from warps or bends, shall have a depth equal to the dimensions required for the depth of the concrete deposited against them and shall be of sufficient strength when staked to resist the pressure of concrete without moving or springing. 8 REINFORCEMENT When required, reinforcement shall be placed in the concrete work. Bar reinforcement shall be deformed: ASTMA-A 615, steel shall be billet Intermediate or Hard Grade: Rail Steel A.A.S.H.T.O. M42. Twisted Bars shall not be used, Fabric Reinforcement shall conform to the requirements ofAASHTO M55 (ASTM A185). Welded deformed steel wire fabric for Concrete reinforcement shall meet the requirements of AASHTO M 221 (ASTM A497). Epoxy coated reinforcing Steel Bars shall meet ASTM 775/A77 M-86 requirements. 8.1 BASIS OF PAYMENT Reinforcement shall not be paid for separately. The cost of such work shall be included in the contract unit price for the item of work specified. 9 OBSTRUCTIONS Any pipes, conduits, wires, mains, footings, driveways, or other structures encountered shall be carefully protected from injury or displacement. Any damage thereto shall be fully, promptly, and properly repaired by the Contractor to the satisfaction of the Engineer and the owner thereof. Should it become necessary to change the position of water or gas or other pipes, sewer drains, or poles, the Engineer shall be at once notified of the locality and circumstances, and no claims for damages arising from the delay in adjusting the pipe, sewer drains or poles shall be made. Failure of the plans to show the location, nature or extent of any existing structures or obstructions shall not be the basis of a claim for extra work. Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a registered land surveyor. Any concrete removed due to construction requirements shall be removed to the nearest expansion joint or by saw cut. Contractor shall consult Inspector for the approved means. 10 RESTORATION OR REPLACEMENT OF DRIVEWAYS, CURBS SIDEWALKS AND STREET PAVEMENT Driveways, sidewalks, and curbs destroyed or damaged during construction shall be replaced and shall be the same type of material as destroyed or damaged, or to existing City Standards, whichever provides the stronger repair. All street pavement destroyed or damaged shall be replaced with the same type of material, to existing City Standards, unless the existing base is unsuitable as determined by the Engineer, then the base shall be replaced with City approved material. All replaced base shall be a minimum 8" compacted thickness, or same thickness as base destroyed plus 2", if over 6", and compacted to 98% of maximum density per AASHTO T- 180. 101110 SectionIV.doe Page 8 of 1.27 10/11/2010 Section IV - Technical Specifications Unless called for in the proposal as separate bid items, cost of the above work including labor, materials and equipment required shall be included in the bid price per lineal foot of main or square yard of base. The bid price for street pavement, restoration or replacement when called for in the proposals, shall include all materials, labor and equipment required to complete the work, and shall be paid for on a square yard basis. When replacement is over a trench for utilities, the area of replacement shall be limited to twice the depth of the cut plus twice the inside diameter of the pipe. All over this will be at the Contractor's expense. The bid price for restoration or placement of driveways, curbs and sidewalks, when called for in the proposals, shall include all materials, labor and equipment required to complete the work and shall be paid for on the basis of the following units: Driveways, plant mix - per square yard: concrete - per square foot; curbs _ per lineal foot; sidewalk 4" or 6" thick - per square foot. Concrete walks at drives shall be a minimum of 6" thick and be reinforced with 6/6 X 10/10 welded wire mesh (also see Articles 8 and 30). The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all driveway, curb, sidewalk and street restoration and replacement work. ¦ 11 WORK IN EASEMENTS OR PARKWAYS ' Restoration is an important phase of construction, particularly to residents affected by the construction progress. The Contractor will be expected to complete restoration Activities within a reasonable time ' following primary construction activity. Failure by the Contractor to accomplish restoration within a reasonable time shall be justification for a temporary stop on primary construction activity or a delay in approval of partial payment requests. ' Reasonable care shall be taken for existing shrubbery. Contractor shall replace all shrubbery removed or disturbed during construction. No separate payment shall be made for this work. ' The contractor shall make provision and be responsible for the supply of all water, if needed, on any and all phases of the contract work. The contractor shall not obtain water from local residents or businesses except as the contractor shall obtain written permission. ' Reuse water is available for the Contractor's use without charge from the City's wastewater treatment plants, provided the water is used on City of Clearwater contractual work. Details for Contractor to obtain and reuse water from the treatment plants will be coordinated at the pre- construction conference. The Contractor's use of reuse water must conform to all regulatory requirements. 12 DEWATERING 12.1 GENERAL Unless specifically authorized by the Engineer, all pipe, except subdrains, shall be laid "in the dry". The contractor shall dewater trench excavation as required for the proper execution of the work, using one or more of the following approved methods: well point system, trenched gravity underdrain system, or sumps with pumps. Well point systems must be efficient enough to lower the water level in advance of the excavation and maintain it continuously in order that the trench bottom and sides shall remain 101110 SectionIV.doc Page 9 of 127 10/11/2010 Section IV - Technical Specifications firm and reasonably dry. The well points shall be designed especially for this type of service, and the pumping unit used shall be capable of maintaining a high vacuum, and at the same time, of handling large volumes of air as well as of water. The Contractor shall be responsible for disposing of all water resulting from trench dewatering operations, and shall dispose of the water without damage or undue inconvenience to the work, the surrounding area, or the general public. He shall not dam, divert, or cause water to flow in excess in existing gutters, pavements or other structures: and to do this he may be required to conduct the water to a suitable place of discharge may be determined by the Engineer. The cost of dewatering shall be included in the unit price bid per lineal foot of pipe, or, in the case of other underground structures, in the cost of such structures. 12.2 PERMIT REQUIREMENTS 12.2.1 DEWATERING CONTROL The City of Clearwater will hold the Contractor responsible for obtaining a Generic Permit for the Discharge of Produced Groundwater from Any Non-Contaminated Site Activity prior to dewatering or discharging into the City's streets, storm sewers or waterways. Prior to discharging produced groundwater from any construction site, the contractor must collect samples and analyze the groundwater, which must meet acceptable discharge limits. The following document has been incorporated into this section for reference... 12.2.2 GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY City Notification Procedure - Contractor must provide the City of Clearwater Environmental Department with the following information prior to beginning dewatering activities: 1) A copy of all groundwater laboratory results 2) A copy of the FDEP Notification It is recommended that the Contractor call or meet with the City Environmental staff if you have any questions. You may contact the City at 562-4750 for direction or further assistance. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMITOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY The facility is authorized to discharge produced ground water from any non-contaminated site activity which discharges by a point source to surface waters of the State, as defined in Chapter 62- 620, F.A.C., only if the reported values for the parameters listed in Table 1 do not exceed any of the listed screening values. Before discharge of produced ground water can occur from such sites, analytical tests on samples of the proposed untreated discharge water shall be performed to determine if contamination exists. 101110 SectionlV.doc Page 10 of 127 10/11/2010 1 Section IV - Technical Specifications Minimum reporting requirements for all produced ground water dischargers. The effluent shall be sampled before the commencement of discharge, again within thirty (30) days after commencement of discharge, and then once every six (6) months for the life of the project to maintain continued coverage under this generic permit. Samples taken in compliance with the provisions of this permit shall be taken prior to actual discharge or mixing with the receiving waters. The effluent shall be sampled for the parameters listed in Table L TABLE 1 Screening Values for Discharges into: Parameter Fresh Waters Coastal Waters Total Organic Carbon (TOC) 10.0 mg/I 10.0 mg/1 PH, standard units 6.0-8.5 6.5-8.5 Total Recoverable Mercury - by Method 1631E 0.012 gg/1 0.025 µg/l Total Recoverable Cadmium 9.3 µg/1 9.3 µg/l Total Recoverable Copper 2.9 gg/I 2.9 µg/l Total Recoverable Lead 0.03 mg/1 5.6 4g/1 Total Recoverable Zinc 86.0 µg/l 86.0 gg/1 Total Recoverable Chromium (Hex.) 11.0 µg/1 50.0 µg/l Benzene 1.0 µg/1 1.0 gg/l Naphthalene 100.0 gg/1 100.0 gg/1 If any of the analytical test results exceed the screening values listed in Table 1, except TOC, the discharge is not authorized by this permit orb the Ci o Clearwater. (a) For initial TOC values that exceed the screening values listed in Table 1, which may be caused by naturally occurring, high molecular weight organic compounds, the permittee may request to be exempted from the TOC requirement. To request this exemption, the permittee shall submit additional information with a Notice of Intent (NOI), described below, which describes the method used to determine that these compounds are naturally occurring. The Department shall grant the exemption if the permittee affirmatively demonstrates that the TOC values are caused by naturally occurring, high molecular weight organic compounds. (b) The NOI shall be submitted to the appropriate Department district office thirty (30) days prior to discharge, and contain the following information: 1. the name and address of the person that the permit coverage will be issued to; 101110 SectionIV.doc Page 11 of 127 10/11/2010 Section IV - Technical Specifications 2. the name and address of the facility, including county location; 3. any applicable individual wastewater permit number(s); 4. a map showing the facility and discharge location (including latitude and longitude); 5. the name of the receiving water; and 6. the additional information required by paragraph (3)(a) of this permit. (c) Discharge shall not commence until notification of coverage is received from the Department. For fresh waters and coastal waters, the pH of the effluent shall not be lowered to less than 6.0 units for fresh waters, or less than 6.5 units for coastal waters, or raised above 8.5 units, unless the permittee submits natural background data confirming a natural background pH outside of this range. If natural background of the receiving water is determined to be less than 6.0 units for fresh waters, or less than 6.5 units in coastal waters, the pH shall not vary below natural background or vary more than one (1) unit above natural background for fresh and coastal waters. If natural background of the receiving water is determined to be higher than 8.5 units, the pH shall not vary above natural background or vary more than one (1) unit below natural background of fresh and coastal waters. The permittee shall include the natural background pH of the receiving waters with the results of the analyses required under paragraph (2) of this permit. For purposes of this section only, fresh waters are those having a chloride concentration of less than 1500 trig/l, and coastal waters are those having a chloride concentration equal to or greater than 1500 mg/l. In accordance with Rule 62-302.500(l)(a-c), F.A.C., the discharge shall at all times be free from floating solids, visible foam, turbidity, or visible oil in such amounts as to form nuisances on surface waters. If contamination exists, as indicated by the results of the analytical tests required by paragraph (2), the discharge cannot be covered by this Generic Permit. The facility shall apply for an individual wastewater permit at least ninety (90) days prior to the date discharge to surface waters of the State is expected, or, if applicable, the facility may seek coverage under any other applicable Department generic permit. No discharge is permissible without an effective permit. If the analytical tests required by paragraph (2) reveal that no contamination exists from any source, the facility can begin discharge immediately and is covered by this permit without having to submit an NOI request for coverage to the Department. A short summary of the proposed activity and copy of the analytical tests shall be sent to the applicable Department district office within one (1) week after discharge begins. These analytical tests shall be kept on site during discharge and made available to the Department if requested. Additionally, no Discharge Monitoring Report forms are required to be submitted to the Department. All of the general conditions listed in Rule 62-621.250, F.A.C., are applicable to this Generic Permit. There are no annual fees associated with the use of this Generic Permit. 13 SANITARY MANHOLES 13.1 BUILT UP TYPE Manholes shall be constructed of brick with cast iron frames and covers as shown on the drawings. Invert channels shall be constructed smooth and semicircular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of 101110 5ectionIV.doc Page 12 of 127 10/11/2010 Section IV - Technical Specifications as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be formed by one of the following methods: form directly into concrete manhole base, build up with brick and mortar, lay half tile in concrete, or lay full section of sewer pipe through manhole and break out top half of pipe. The manhole floor outside of channels shall be made smooth and sloped toward channels. Free drop in manholes from inlet pipe invert to top of floor outside the channels shall not exceed twenty four inches. Standard Drop Manholes shall be constructed wherever free drop exceeds twenty four inches. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of manholes. - The entire exterior of brick manholes shall be plastered with one half inch of mortar. Brick used may be solid only. Brick shall be laid radially with. every sixth course being a stretcher course. 13.2 PRECAST TYPE Precast Sanitary Manholes shall conform to this specification unless otherwise approved by the City Engineer. AASHTO M 85 Type 11 cement shall be used throughout with a minimum wall thickness of 5 inches. The precast sections shall conform to ASTM C 478 latest revision. Section joints shall be a tongue and groove with "ram neck" gasket or "O" ring to provide a watertight joint. Minimum concrete strength shall be 4000 psi at 28 days. Three sets of shop drawings and location inventory shall be submitted to the City Engineer for approval. Approval of shop drawings does not relieve contractor of responsibility for compliance to these specifications unless letter from contractor requesting specific variance is approved by the City Engineer. Location inventory submitted with shop drawing shall detail parts of manhole per manhole as numbered on the construction plans. All manhole parts shall be numbered or lettered before being sent to the job site to permit proper construction placement. A plan or list of the numbering system shall be present on the job site when manhole components are delivered. Precast manhole dimensions, drop entry, grout flow of channel, etc., shall be as shown on City of Clearwater Engineering Detail #302 Sheet 2 of 3. Manhole sections shall be rejected if abused during shipping or placement and if pipe openings are not properly aligned. The "break in" to precast manholes for pipe entry will not be allowed. The manhole base shall be set on a pad of A 1. or A 2 Classification soil approximately five (5) inches thick to secure proper seating and bearing. 13.2.1 MANHOLE ADJUSTMENT RINGS (GRADE RINGS) Between the top of the manhole cone and the manhole cover frame, a manhole adjustment ring shall be installed. The intent of the manhole adjustment ring is to accommodate future grade changes without disturbing the manhole. See Section IV, Article 23.7 - Asphaltic Concrete - Adjustment of Manholes. 101110 SectionIV.doc Page 13 of 127 10/11/2010 Section IV - Technical Specifications 13.3 DROP MANHOLES Standard drop inlets to manholes shall be constructed of commercial pipe, fittings and specials as detailed on the drawings. 13.4 FRAMES AND COVERS Manhole frames and covers shall be set in a full bed of mortar with the top of the cover flush with or higher than finished grade as directed. Refer to Detail 301. 13.5 MANHOLE COATINGS The exterior and interior of all built up manholes shall be coated with two (2) coats of Type 11 Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type 11 Class I) as manufactured by W.R. Meadows Sealtite or approved equal. Interior of built up manholes which have sewers entering with a free drop or which receive discharge from a force main shall have the inside plastered with 1/2-inch of grout and coated as precast manholes below. The exterior and interior of all precast manholes shall be coated with at least 15 mils dry thickness of Type Il Asphalt emulsion, moisture and damp proof (Specification ASTM D 1227 Type 11 Class 1) as manufactured by W.R. Meadows Sealtite. 13.6 CONNECTIONS TO MANHOLES Connections to existing sanitary manholes using approved PVC sewer main shall be made with a manhole adapter coupling by Flo Control, Inc., or approved water stop coupling. 14 BACKFILL Material for Backfill shall be carefully selected from the excavated material or from other sources as may be required by the Engineer. Such material shall be granular, free from organic matter or debris, contain no rocks or other hard fragments greater than 3" in the largest dimension and all fill shall be similar material. Backfill placed around pipes shall be carefully placed around the sides and top of pipe by hand shovels and thoroughly compacted to 12" above the pipe by tamping or other suitable means. Backfill under all types of paving shall be compacted in layers not to exceed 12" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by the modified Proctor Density Test to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ground surface to a minimum of 95% compaction ofAASHTO T 180 Standard Density Test. The cost of backfill shall be included in the unit price bid per lineal foot of the pipe, or, in the case of other underground structures, in the cost of such structure. 15 STREET CROSSINGS ETC. At such crossings, and other points as may be directed by the Engineer, the trenches shall be bridged in an open and secure manner, so as to prevent any serious interruption of travel upon the roadway or sidewalk, and also to afford necessary access to public or private premises. The material used, and the mode of constructing said bridges, and the approaches, thereto, must be satisfactory to the Engineer. 101110 SectioniV.doc Page 14 of 127 10/11/2010 Section 1V - Technical Specifications The cost of all .such work must be included in the cost of the trench excavation. 16 RAISING OR LOWERING OF SANITARY SEWER, STORM DRAINAGE STRUCTURES Sanitary Sewer or Storm Drainage Structures shall be raised or lowered as indicated on the plans or as indicated by the Engineer. 16.1 BASIS OF PAYMENT Payment, unless covered by a bid item, shall be included in the cost of the work. 17 UNSUITABLE MATERIAL REMOVAL All unsuitable material, such as muck, clay, rock, etc., shall be excavated and removed from the site. All material removed is property of the Contractor, who shall dispose of said material off- site at his expense. The limits of the excavation shall be determined in the field by the Engineer. 17.1 BASIS OF MEASUREMENT The basis of measurement shall be the amount of cubic yards of unsuitable material excavated and replaced with suitable material as determined by either cross sections of the excavation, truck measure, or lump sum as specified in the Scope of Work and Contract Proposal. 17.2 BASIS OF PAYMENT The unit price for the removal of unsuitable material shall include: all materials, equipment, tools, labor, disposal, hauling, excavating, dredging, placing, compaction, dressing surface and incidentals necessary to complete the work. If no pay item is given, the removal of unsuitable material shall be included in the most appropriate bid item. 18 UNDERDRAINS The Contractor shall construct sub-surface drainage pipe as directed in the Contract Scope of Work and detail drawings contained in the Project construction plans. In general, underdrain pipe shall be embedded in a bed of #6 FDOT crushed aggregate, located behind the back of curb and aggregate surface covered with a non-degradable fibrous type filter material. A #57 aggregate may be used in lieu of #6 if it is washed and screened to remove fines. The aggregate may be stone, slag or crushed gravel. Unless otherwise noted on the plans, underdrain pipe shall be 8" diameter, polyvinyl chloride pipe, in conformance with ASTM F-758 "Standard Specification For Smooth Wall PVC Underdrain Systems for Highways" latest revision, minimum stiffness of 46 in conformance with ASTM D2412, perforations in conformance with AASHTO M-189 described in FDOT Section 948-4.5 or latest revision and in conformance with ASTM D3034 - SDR 35. ' Alternate acceptable underdrain pipe material is Contech A-2000 which is a rigid PVC pipe exceeds ASTM Specifications D1784, minimum cell classification of 12454B or 12454C, manufactured per ASTM F949-93a, minimum pipe stiffness of 50 psi, with no evidence of splitting, cracking or breaking when pipe is tested in accordance with ASTM D2412 at 60% flatting and with a double gasket joint. 101110 SectionlV.doc Page 15 of 127 10/11/2010 Section TV -Technical Specifications Underdrain pipe placed beneath existing driveways and roadways shall be non-perforated pipe with compacted backfill. All poly-chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. Where ductile iron pipe is specified, pipe material shall be the same as specified for potable water pipe in these technical specifications. All underdrain aggregate shall be fully encased in a polyester filter fabric "sock" (Mirafi 140-N or approved equal) per the construction detail drawings. 18.1 BASIS OF MEASUREMENT Measurement shall be the number of lineal feet of 8" Sub-drain in place and accepted. 18.2 BASIS OF PAYMENT Payment shall be based upon the unit price per lineal foot for underdrain as measured above, which shall be full compensation for all work described in this section of the specifications and shall include all materials, equipment, and labor necessary to construct the underdrain (specifically. underdrain pipe, aggregate and filter fabric). Underdrain clean-outs, sod, driveway, road and sidewalk restoration shall be paid by a separate bid item. 19 STORM SEWERS All storm drain pipe installed within the City of Clearwater shall be reinforced concrete unless otherwise specified or approved by the City Engineer. Said pipe shall comply with Section 941 of the current FDOT Specifications. All reinforced concrete pipe joints shall be wrapped with Mirafi 140N filter fabric or equivalent (as approved by the City Engineer). The cost for all pipe joint wraps shall be included in the unit price for the pipe. All pipe, just before being lowered into a trench, is to be inspected and cleaned. If any difficulty is found in the fitting the pieces together, this fitting is to be done on the surface of the street before laying the pipe, and the tops plainly marked in the order in which they are to be laid. No pipe is to be trimmed or chipped to fit. Each piece of pipe is to be solidly and evenly bedded, and not simply wedged up. Before finishing each joint, some suitable device is to be used to find that the inverts coincide and pipe is clear throughout. 19.1 AS BUILT INFORMATION The Contractor shall submit to the Engineer the stations and left or right offsets of all manholes, inlet structures and terminals ends of subdrains, as measured from the nearest downstream manhole along the centerline of the sewer along with the elevations of the north edge of manhole cover, inverts of all pipe in structures, and the flow line of inlets. (Gutter) 19.2 TESTING The Contractor shall take all precautions to secure a perfectly watertight sewer under all conditions. At the discretion of the City Engineer or his designee, the watertightness of a sewer which has a crown lying below groundwater level may be tested by measuring the infiltration. The watertightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown of the sewer at the upper end of the test section of the water table outside of the sewer, whichever is higher, and then measuring the exfiltration. In no case shall the infiltration or 101110 5ectionlV.doc Page 16 of 127 10/11/2010 Section IV -- Technical Specifications exfiltration exceed 150 gallon per inch of diameter per mile per day. The Contractor shall furnish all labor, materials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No trench made joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 19.3 BASIS OF PAYMENT Payment shall be the unit price per lineal foot for storm sewer pipe in place and accepted, measured along the centerline of the storm sewer pipe to the inside face of exterior walls of storm manholes or drainage structures and to the outside face of endwalls. Said unit price includes all work required to install the pipe (i.e. all materials, equipment, filter fabric wrap, labor and incidentals, etc.). 20 SANITARY SEWERS AND FORCE MAINS 20.1 MATERIALS 20.1.1 GRAVITY SEWER PIPE GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Polyvinyl chloride pipe and fittings shall conform with ASTM specification D 3034 for S.D.R. 35. Sewer pipe with more than 10 feet of cover shall be SDR 26. The pipe shall be plainly marked with the above ASTM designation. The bell end of joints and fittings shall have a rubber sealing ring to provide a tight flexible seal in conformance with ASTM D 3212 76. The laying length of pipe joints shall be a maximum of 20-feet. ' Unless otherwise noted in these specifications or construction plans, Ductile Iron pipe and fittings for gravity sewer shall conform to Section 41 of these Technical Specifications for DIP water main except pipe shall be interior "polylined" in accordance with manufacturer's ' recommendations. Where sanitary sewer main is to be placed between building lots in a sideline easement, the sewer main shall, insofar as possible, be constructed without manholes or lateral connections within the side easement. The pipe material in the side easement between streets shall be C 900, SDR 18 polyvinyl chloride water main pipe as described in Technical Section 41. A two-way cleanout shall be installed on each lateral at the property line. ' 20.1.2 FORCE MAIN PIPE FORCE MAIN PIPE SHALL BE POLYVINYL CHLORIDE OR DUCTILE IRON. Unless otherwise noted in the specifications or construction plans, both polyvinyl chloride and ductile ' iron force main pipe and fittings shall conform to Section 41 of these Technical Specifications for water main pipe except that DIP shall be "polylined" in accordance with manufactures recommendations. ' All polyvinyl chloride pipe which has become deteriorated due to exposure to ultra violet radiation shall be rejected. 101110 SectionIV.doc Page 17 of 127 10/11/2010 Section IV - Technical Specifications 20.2 INSTALLATION 20.2.1 GRAVITY SEWER PIPE Installation of gravity sewer pipe shall be in conformance with recommended practices contained in ASTM D 2321. and Unibell UNI B 5. The bottom trench width in an unsupported trench shall be limited to the minimum practicable width (typically pipe OD plus 8 to 12-inch on each side) allowing working space to place and compact the haunching material. The use of trench boxes and movable sheeting shall be performed in such a manner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. Dewatering of the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placement of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment. Where pipe bedding is insufficient to adequately support pipe, the contractor will be required to remove unsuitable material and bed pipe in Class I material (1/2" Dia. aggregate) to provide firm support of pipe. Connections to manholes with sanitary pipe shall use a joint 2 feet in length and shall use an approved water stop around pipe joint entry. The laterals shown on the plans do not necessarily reflect exact locations. The contractor is required to locate all existing laterals for reconnection and to coordinate with the construction inspector the location of all new laterals. 20.2.2 FORCE MAIN PIPE Installation of force main pipe shall be in conformance with Section 41 of these Technical Specifications for water main pipe. 20.3 AS BUILT DRAWINGS The contractor shall submit to the Engineer a marked set of "As Built" construction drawings describing both the stations and left or right offset of all lateral terminal ends as measured from the nearest downstream manhole along the center line of the sewer main. The as built drawings will also describe elevations of the north edge of the manhole cover rings and inverts of all main pipes in manholes. 20.4 TESTING 20.4.1 TESTING OF GRAVITY SEWERS The Contractor shall take all precautions to secure a perfectly water tight sewer under all conditions. The water tightness of a sewer which has a crown lying below groundwater level may be tested by measuring infiltration. The water tightness of sewers having crowns lying above groundwater level may be tested by filling the pipe with water so as to produce a hydrostatic head of two feet or more above the crown.of the sewer at the upper end of the test section or the water table outside of the sewer, whichever is higher, and then measuring the exfiltra- tion. In no case shall the infiltration or exfiltration exceed 50 gallon per inch of diameter 101110 SectionIV.doc Page 18 of 127 10/11/2010 Section IV - Technical Specifications per mile per day. The Contractor shall furnish all labor; materials and equipment to test the amount of infiltration or exfiltration under the Engineer's direction. Where the infiltration or exfiltration is excessive, the Contractor at his own expense shall take the necessary steps to remedy such conditions by uncovering the sewer, remaking the joints or by replacing the entire length of sewer as required by the Engineer. No such repaired joints may be backfilled until after they have been tested and found to be acceptable. Care shall be taken to avoid flotation. The Contractor shall TV inspect all mains to verify the true and uniform grade and the absence of bellies or dropped joints prior to acceptance. Any infiltration, dips or sags of more than 1/4- inches shall be cause for rejection. The above tests shall be performed at the discretion of the Engineer on any or all sections of the line. 20.4.2 TESTING OF FORCE MAINS Force mains shall be tested under a hydrostatic pressure of 150 P.S.I. for two (2) hours, as described in Section 41.04 of these Technical Specifications for the testing of water mains. 20.5 BASIS OF PAYMENT 20.5.1 GRAVITY SEWER PIPE ' Payment for in place sanitary sewer gravity main pipe shall be the unit price per lineal foot per appropriate range of depth of cut as contained in the contract proposal. Measurement for payment shall be along the centerline of the sewer main from center to center of manholes. Payment for laterals shall be the unit price per lineal foot of pipe as measured from the centerline of the sewer main pipe to the terminal end of the lateral pipe including a two-way cleanout at the property line. Payment for sewer pipe shall include all labor, equipment and materials necessary to complete the installation. This shall include clearing and grubbing, excavation, shoring and dewatering, backfill and grading. 20.5.2 FORCE MAIN PIPE Payment and measurement of force main pipe shall be the same as described in Section 41 of these Technical Specifications for water main pipe. 21 DRAINAGE The Contractor shall provide proper outlet for all water courses and drains interrupted during the progress of the work and replace them in as good condition as he found them. 22 ROADWAY BASE AND SUBGRADE 22.1 BASE This specification describes the construction of roadway base and subgrade. The Contractor shall refer to Section IV, Article 1 "Scope of Work" of the city's Contract Specifications for additional roadway base and subgrade items. 101110 SectionlV.doc Page 19 of 127 10/11/2010 Section IV - Technical Specifications Roadway base shall be 8" compacted minimum thickness unless otherwise noted on the plans or directed by the Engineer. The subgrade shall be 12" compacted minimum thickness with a minimum Limerock Bearing Ratio (LBR) of 40 unless otherwise noted on the plans or directed by the Engineer. The Contractor shall obtain from an independent testing laboratory a Proctor and an LBR for each type material. The Contractor shall also have an independent testing laboratory perform all required density testing. Where unsuitable material is found within the limits of the base, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract Specifications will apply. Once the roadway base is completed, it shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to the base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost for placement of prime material shall be included in the bid item for base. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all base and subgrade placement or reworking. The following base materials are acceptable: 1. SHELL BASE: Shell base shall be constructed in accordance with Sections 200 and 913 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The shell shall be FDOT approved. The cost of the prime coat shall be included in the bid item price for base. 2. LIMEROCK BASE: Limerock base shall be constructed in accordance with Sections 200 and 911 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The limerock shall be from a FDOT approved certified pit. The cost of the prime coat shall be included in the bid item price for base. 3. CRUSHED CONCRETE BASE: Crushed concrete base shall be constructed in accordance with Sections 204 and 901 of FDOT's Standard Specifications (latest edition), and shall have a minimum compacted thickness as shown on the plans. The crushed concrete material shall be FDOT approved. The Contractor shall provide certified laboratory tests on gradation to confirm that the crushed concrete base material conforms to the above specifications. The LBR shall be a minimum of 185. LBR and gradation tests shall be provided to the city by the Contractor once a week for continuous operations, or every 1000 tons of material, unless requested more frequently by the City Engineer or designee. The cost of the prime coat shall be included in the bid item price for base. 4. SOIL CEMENT BASE: Unless otherwise noted, soil cement base shall be constructed in accordance with Section 270 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. An Asphalt Rubber Membrane Interlayer (ARMI) shall be included in the pavement design per Section 341 of FDOT's Standard Specifications (latest edition) to minimize reflective cracking unless otherwise noted in the project plans and specifications. The ARMI layer shall be overlaid with asphalt on the same day it is placed for the Contractor to receive full compensation for the work. 101110 SectionIV.doc Page 20 of 127 10/11/2010 Section IV - Technical Specifications The soil cement base design shall be by a certified lot under the direction of a Registered Florida Professional Engineer, and must be approved by the City Engineer. Said design ' shall provide for a minimum of 300 P.S.I. in seven days. All plant mixed soil cement shall be certified by a registered laboratory that has been approved by the Engineer. The only approved method for spreading the cement is the use of a spreader box. The use ' of a spreader bar for spreading cement will not be allowed. The applying of the cement shall not be allowed when the wind velocity is sufficient to jeopardize material interests (i.e. vehicles, etc.) from airborne cement particles. The density testing frequency shall be at the discretion of the registered Florida Professional Engineer responsible for the soil cement design. ' 5. ASPHALT BASE: Full depth asphalt base shall be constructed in accordance with Section 280 of FDOT's 2000 Standard Specifications, and shall have a minimum compacted thickness as shown on the plans. The cost for preparation, placement and ' compaction shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. The cost of the tack coat shall be included in the bid item price for asphalt or base. 6. REWORKED BASE: When the plans call for the working of the existing base, the finished reworked base shall have a minimum compacted thickness of 8" unless otherwise shown on the plans or directed by the Engineer, and be constructed in accordance with the applicable FDOT requirements for the type of material used. The density requirements (except for asphalt and soil cement base) shall be per Section 200 6 of FDOT's Standard Specifications (latest edition). For asphalt, the density requirements are per Section 330-11, and for soil cement per Section 270-5 of FDOT's 2000 Standard Specifications. 22.1.1 BASIS OF MEASUREMENT FOR BASE AND REWORKED BASE The basis of measurement shall be the number of square yards of base in place and accepted as called for on the plans. The maximum allowable deficiency shall be a half inch (1/2"). Areas deficient in thickness shall either be fixed by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place. 22.1.2 BASIS OF PAYMENT FOR BASE AND REWORKED BASE The unit price for base shall include: all materials, roadbed preparation, placement, spreading, compaction, finishing, prime, base, subgrade (unless the plans specify a separate pay item), stabilization, mixing, testing, equipment, tools, hauling, labor, and all incidentals necessary to complete the work. Payment for asphalt base shall be included in the per ton unit cost for asphalt unless otherwise noted in the project scope and plans. 22.2 SUBGRADE All subgrade shall be stabilized and constructed in accordance with Sections 160 and 914 of FDOT's Standard Specifications (latest edition) unless otherwise noted herein. All subgrade shall have a minimum compacted thickness of 12" unless otherwise shown on the plans or directed by the Engineer. If limerock is used, it shall also meet the requirements of Section 911 of FDOT's Standard Specifications (latest edition). Where unsuitable material is found within the limits of the subgrade, Section IV, Article 17 (Unsuitable Material Removal) of the city's Contract 101110 SectionIV.doc Page 21 of 127 10/11/2010 Section 1V - Technical Specifications Specifications will apply. The extent of said removal shall be determined by the Engineer in accordance with accepted construction practices. The Contractor is responsible for clearing, grading, filling, and removing any trees or vegetation in the roadbed below the subgrade to prepare it per the plans. The cost of this work shall be included in the unit price for base or subgrade. The Contractor shall obtain from an independent testing laboratory the bearing value after the mixing of materials for the stabilized subgrade. 22.2.1 BASIS OF MEASUREMENT The basis of measurement shall be the number of square yards of stabilized subgrade in place and accepted as called for on the plans. The maximum allowable deficiency for mixing depth shall be per Section 161-6.4 of FDOT's 2000 Standard Specifications. Acceptable bearing values shall be per FDOT Section 160-7.2. Areas deficient in thickness or bearing values shall either be corrected by the Contractor to within acceptable tolerance, or if so approved in writing by the City Engineer, may be left in place. No payment, however, will be made for such deficient areas that are left in place (latest edition). 22.2.2 BASIS OF PAYMENT The unit price for subgrade shall include: roadbed preparation, placement, spreading, compaction, finishing, testing, stabilizing, mixing, materials, hauling, labor, equipment and all incidentals necessary to complete the work. If no pay item is given, subgrade shall be included in the bid item for base. 23 ASPHALTIC CONCRETE MATERIALS This specification is for the preparation and application of all S-Type Marshall Mix Design asphaltic concrete materials on roadway surfaces unless otherwise noted. 23.1 ASPHALTIC CONCRETE 23.1.1 AGGREGATE All aggregates shall be obtained from an approved FDOT source and shall conform to Sections 901 through 919 of FDOT's 2000 Standard Specifications. 23.1.2 BITUMINOUS MATERIALS All bituminous materials shall conform to Section 916 of FDOT's 2000 Standard Specifications. 23.2 HOT BITUMINOUS MIXTURES - PLANT, METHODS, EQUIPMENT & QUALITY ASSURANCE The plant and methods of operation used to prepare all asphaltic concrete and bituminous materials shall conform to the requirements of Section 320 of FDOT's Standard Specifications (latest edition). Unless otherwise noted, all acceptance procedures and quality control/assurance procedures shall conform to the requirements of Section 330 of FDOT's 2000 Standard Specifications. The Contractor shall note that the City shall have the right to have an independent testing laboratory select, test, and analyze, at the expense of the City, test specimens of any or all materials to be used. Tests to be performed by the independent testing laboratory every 1000 tons 101110 SectionIV.doc Page 22 of 127 10/11/2010 Section 1V - Technical Specifications include, but are not limited to, Marshall stability and flow, extraction/gradation and cores to determine density and thickness. The results of such tests and analyses shall be considered, along with the tests or analyses made by the Contractor, to determine compliance with the applicable specifications for the materials so tested or analyzed. The Contractor hereby understands and accepts that wherever any portion of the work is discovered, as a result of such independent testing or investigation by the City, which fails to meet the requirements of the Contract documents, all costs of such independent inspection and investigation as well as all costs of removal, correction, reconstruction, or repair of any such work shall be borne solely by the .Contractor. Payment reductions for asphalt related items shall be determined b the followin : 1. Density per Section 330-11 ofFDOT's 2000 Standard Specifications. 2. Final surface or friction course tolerances per Section 330-13 of FDOT's 2000 Standard Specifications. 3. Thickness will be determined from core borings. Deficiencies of '/4" or greater shall be corrected by the Contractor, without compensation, by either replacing the full thickness for a length extending at least 25' from each end of the deficient area, or when the Engineer allows for an overlay per Section 330-15.2.3 of FDOT's Standard Specifications (2000 edition). In addition, for excesses of '/4" or greater, the Engineer will determine if the excess area shall be removed and replaced at no compensation, or if the pavement in question can remain with payment to be made based on the thickness specified in the contract. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all asphalt. 23.3 ASPHALT MIX DESIGNS AND TYPES All asphalt mix designs shall conform to the requirements of Sections 331 and 337 of FDOT's 2000 Standard Specifications. All asphalt mix designs shall be approved by the Engineer PRIOR to the commencement of the paving operation. Reclaimed asphalt pavement (RAP) material may be substituted for aggregate in the asphaltic concrete mixes up to 25% by weight. 23.4 ASPHALT PAVEMENT DESIGNS AND LAYER THICKNESS All asphalt pavement designs shall conform to the following requirements: Table 1: Layer Thickness for Asphalt (Layers Are Listed in Sequence of Construction) COURSE LAYER THICKNESS (Inches) THICKNESS (Inches) Type S-1 Type S-I with Type S-III Top Layer Type S-III FC-3 Type S-ill with FC-3 Top Layer Type S-I with FC-3 Top Layer 7st 2nd I st 2nd I st 2nd 1st 2nd I st 2nd I st 2nd I I 1 1'h 1'/2 101110 SectionlV.doc Page 23 of 127 10/11/2010 Section IV - Technical Specifications 2 1'/4 3/4 * 1 1 2'/z 1'/4 1'/4 1'/Z 1 1'/z 1 3 1 %2 1'/z 2 1 2 1 * At the Engineer's discretion, 2" of S-TIT is acceptable for use on residential streets Additional Notes: 1. Type S-111 shall be limited to the final (top) structural layer (one layer only). 2. All asphalt pavement designs shall conform to the requirements of sections 331. and 337 of FDOT's 2000 Standard Specifications. 3. All pavement designs shall include a minimum of two inches of asphalt. 4. The Contractor shall be responsible to review the project plans for complete pavement design detail. 5. Unless otherwise specified -on the plans, Type S--III per Section 331 of FDOT's 2000 Standard Specifications shall be used as final riding surface on streets with the speed limit of less than 35 mph, streets with an average daily traffic (ADT) of less than 3000, and all residential streets. 6. An FC-3 friction course per section 337 of FDOT's 2000 Standard Specifications shall be used on streets with a speed limit of 35 mph or greater, and streets with an ADT of 3000 or greater. 23.5 GENERAL CONSTRUCTION REQUIREMENTS The general construction requirements for all hot bituminous pavements (including limitations of operations, preparation of mixture, preparation of surface, placement and compaction of mixture, surface requirements, correction of unacceptable pavement, etc.) shall be in accordance with Section 330 of FDOT's 2000 Standard Specifications. 23.6 CRACKS AND POTHOLE PREPARATION 23.6.1 CRACKS Cracks in roadway pavement shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris to be removed from cracks by compressed air or other suitable method. 2. Apply a multiple layered application of bituminous binder and fine aggregate, as appropriate to the depth of the crack until the void of the crack is completely filled to the level of the surrounding roadway surface. 3. If application of asphaltic concrete is not to begin immediately after crack repair, cracks are to be sanded to prevent vehicular tracking. 4. Payment for crack filling shall be included in the unit price for asphaltic concrete. 101110 SectionIV.doc Page 24 of 127 10/11/2010 ' 23.6.2 POTHOLES Section IV -Technical Specifications Potholes shall be repaired prior to the application of asphaltic concrete by the following steps: 1. All debris is to be removed from potholes by hand, sweeping, or other suitable method. 2. A tack coat is to be applied to the interior surface of the pothole. ' 3. The pothole is to be completely filled with asphaltic concrete, and thoroughly compacted. 4. Payment for pothole preparation shall be included in the unit price for asphaltic concrete. 1 23.7 ADJUSTMENT OF MANHOLES ' The necessary adjustments of sanitary sewer and storm drain manholes and appurtenances shall be accomplished by the Contractor. The Contractor shall be paid on a per unit basis for each item. The use of manhole adjustment risers is acceptable under the following conditions: The riser shall meet or exceed all MOT material, weld, and construction requirements. The riser shall consist of an A-36 hot rolled steel meeting or exceeding the minimum requirements of A.S.T.M. A-36. The riser shall be a single piece with a stainless steel adjustment stud and shall have a rust resistant finish. The use of cast iron, plastic, or fiberglass risers is not permitted. In addition, the installation of each riser shall be per manufacturer's specifications. Each manhole shall be individually measured, and each riser shall be physically marked to ensure that the proper riser is used. Also, the ring section shall be cleaned, and a bead of chemically resistant epoxy applied to the original casting, prior to installation of the riser. It is the Contractors responsibility to ensure that the manholes are measured, the risers are physically marked, the ring sections are thoroughly cleaned, and that the epoxy is properly applied prior to installation of each riser. If risers are not used, the adjustment of manholes shall be accomplished by the removal of pavement around manhole, grade adjustment of ring and cover, and acceptable replacement and compaction of roadway materials prior to paving. A full depth backfill using asphalt is acceptable. The use of Portland cement for backfill is not acceptable. All manhole and valve adjustments shall be accomplished prior to the application of final asphaltic concrete surface. Unless otherwise noted in the specs or on the plans, the paving operation shall occur within seven (7) calendar days from the completion of the adjustment. On arterial roadways, the rims manholes are to be ramped with asphalt during the time period between initial adjustment and final resurfacing. Water and gas valves, sewer cleanouts, valve boxes, tree aeration vents, etc. will be adjusted by the Contractor with the cost for this work to be included in the unit cost of the asphalt. Care must be taken around said appurtenances to ensure that they are not paved over. It is the Contractor's responsibility to inform the owners of all utilities of impending work and coordinate their adjustments so they are completed prior to the scheduled paving. 23.8 ADDITIONAL ASPHALT REQUIREMENTS 1. All impacted radius returns within project limits shall be paved unless otherwise directed by the Engineer or Project Inspector, with payment to be included in the per ton bid item for asphalt. ' 101110 SectionIV.doc Page 25 of 127 10/11/2010 Section IV - Technical Specifications 2. All pavement markings impacted by placement of asphalt shall be replaced prior to the road being open to traffic unless otherwise noted in the contract scope and plans. 3. All project related debris shall be hauled off the job site by the Contractor in a timely manner and at their own expense in conformance with all regulatory requirements. 4. The Contractor shall pay particular attention to sweeping when paving. The Broom Tractor way of sweeping will not be permitted. Prior to paving, all construction areas shall be swept with a Municipal type sweeper (either vacuum or mechanical type) that picks up and hauls off, dust and dirf. The sweeper must be equipped with its own water supply for pre-wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways, curbs and roadways each day before leaving the job site. 5. The application of tack and prime coats (either required or placed at the Engineer's discretion) shall be placed per Section 300 of FDOT's Standard Specifications (latest edition). Tack shall also be applied to the face of all curbs and driveways. The cost (including heating, hauling and applying) shall be included in the per ton bid item for asphalt, unless otherwise noted in the project scope and plans. 6. Leveling course and spot patching shall be applied to sections of the road as noted on the plans, or as directed by the Engineer, per Section 330 of FDOT's 2000 Standard Specifications. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. 7. If an asphalt rubber binder is required, it shall conform to the requirements of Section 336 of FDOT's 2000 Standard Specifications. 8. On all streets with curb and gutter, the final compacted asphalt shall be '/4" above the lip or face of said curb per City Index 101. 23.9 SUPERPAVE ASPHALTIC CONCRETE 1. Unless otherwise noted in this section, all of the asphaltic concrete specifications in Sections A through H above shall apply to superpave asphaltic concrete. All asphaltic concrete pavement shall be designed and placed in accordance with the FDOT Standard Specifications for Road and Bridge Construction (latest edition). 2. All aggregate shall be obtained from an approved FDOT source and shall conform to Sections 901 and 902 of FDOT's Standard Specifications (latest edition). 3. All bituminous materials shall conform to Section 916 of FDOT's Standard Specifications (latest edition). Asphaltic binder shall be Grade PG 67-22 unless otherwise specified in the Scope of Work. 4. All superpave mix designs shall conform to Sections 320 and 334 of FDOT's Standard Specifications (latest edition). 5. All general construction requirements shall conform to Section 330 of FDOT's Standard Specifications (latest edition). 23.10 BASIS OF MEASUREMENT Basis of measurement will be the number of tons of asphaltic concrete completed, in place and accepted. Truck scale weights will be required for all asphaltic concrete used. 101110 SectionIN.doc Page 26 of 127 10/11/2010 Section IV - Technical Specifications 23.11 BASIS OF PAYMENT Payment shall be made at the contract unit price for asphaltic concrete surface as specified and measured above. This price shall include all materials, preparation, hauling, placement, tack and/or prime coat either required or placed at Engineer's discretion, leveling, spot patching, filling of cracks, pothole repair, sweeping, debris removal, labor, equipment, tools, and incidentals necessary to complete the asphalt work in accordance with the plans and specifications. i 24 ADJUSTMENT TO THE UNIT BID PRICE FOR ASPHALT When this Article applies to the contract, the unit bid price for asphalt will be adjusted in accordance with the following provisions: 1. Price adjustment for asphalt shall only be made when the current FDOT Asphalt Price Index varies more than 10% from the bid price at the time of the bid opening. ' 2. The Bituminous Material Payment Adjustment Index published monthly by the FDOT shall be used for the adjustment of unit prices. This report is available on FDOT's internet site. The address is: http://wwwl l .myflorida.com. It is under the section "Doing Business with FDOT" in the "Contracts Administration" section under "Asphalt Index". For additional information, call FDOT @ 850-414-4000. ' 3. The FDOT Payment Adjustment Index in effect at the time of the bid opening will be used for the initial determination of the asphalt price. 4. The FDOT Payment Adjustment Index in effect at the time of placement of the asphalt ' will be used for payment calculation. 5. The monthly billing period for contract payment will be the same as the monthly period ' for the FDOT Payment Adjustment Index. 6. No adjustment in bid prices will be made for either tack coat or prime coat. 7. No price adjustment reflecting any further increases in the cost of asphalt will be made for any month after the expiration of the allowable contract time. 8. The City reserves the right to make adjustments for decreases in the cost of asphalt. ' 25 GENERAL PLANTING SPECIFICATIONS 25.1 IRRIGATION 25.1.1 DESCRIPTION A. The work specified in this Section consists of the installation of an automatic underground irrigation system as shown or noted in the plans. Provide all labor, materials, equipment, services and facilities required to perform all work in connection with the ' underground sprinkler irrigation system, complete, as indicated on the drawings and/or specified. Work noted as "NIC", "existing", or "by others" is not included in this pay item. B. The irrigation plans are schematic in nature. Valves and pipes shall be located in the turf/landscape areas except at road/paving crossings. All piping under paving shall be ' 101110 SectionlV.doc Page 27 of 127 10/11/2010 Section 1V - Technical Specifications sleeved. Changes in the irrigation system layout shall be modified with the approval of the Engineer. 25.1.1.1 QUALITY ASSURANCE A.. The irrigation work shall be installed by qualified personnel or a qualified irrigation subcontracting company that has experience in irrigation systems of similar size, scope, mainline, system pressure, controls, etc. B. All applicable ANSI, ASTM, FED.SPEC. Standards and Specifications, and all applicable building codes and other public agencies having jurisdiction upon the work shall apply. C. Workmanship: All work shall be installed in a neat, orderly and responsible manner with the recognized standards of workmanship. The Engineer reserves the right to reject material or work which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time at the contractor's expense. r D. Operation and Maintenance Manuals: The contractor shall prepare and deliver to the Engineer within ten (10) calendar days prior to completion of construction a minimum of three (3) hard cover binders with three rings containing the following information: 1. Index sheet stating the contractor's address and business telephone number, 24 hour emergency phone number, person to contact, list of equipment with name(s) and address(es) of local manufacturer's representative(s) and local supplier where replacement equipment can be purchased. 2. Catalog and part sheet on every material and equipment installed under this contract. 3. Complete operating and maintenance instructions on all major equipment. 4. Provide the Engineer and the City of Clearwater maintenance staff with written and "hands on" instructions for major equipment and show evidence in writing to the Engineer at the conclusion of the project that this service has been rendered. a. Four-hour instruction (minimum) for the Drip Emitter equipment operation and maintenance. b. Two-hour instruction (minimum) for automatic control valve operation and maintenance. 25.1.1.2 PROJECT CONDITIONS A. The Irrigation Contractor shall coordinate the work with all other trades, all underground improvements, the location and planting of trees and. all other planting. Verify planting requiring excavation 24 in. diameter and larger with the Engineer prior to installation of main lines. B. Provide temporary irrigation at all times to maintain plant materials. C. The Irrigation Contractor is responsible to maintain the work area and equipment until final acceptance by the Engineer. Repairs and replacement of equipment broken, stolen, or missing as well as regular maintenance operations shall be the obligation of the contractor. D. The Irrigation Contractor shall submit a traffic control plan (per FDOT specifications) to the Engineer prior to initiating construction on the site. The Contractor shall be 101110 SectionlV.doc Page 28 of 127 10/11/2010 Section IV - Technical Specifications responsible for the maintenance of traffic signs, barriers, and any additional equipment to comply with the FDOT standards and to ensure the safety of its employees and the public. 25.1.1.3 WARRANTY A. The Manufacturer(s) shall warrant the irrigation system components to give satisfactory service for one (1) year period from the date of acceptance by the Engineer and the City of Clearwater. Should any problems develop within the warranty period due to inferior or faulty materials, they shall be corrected at no expense to the City of Clearwater or FDOT. 25.1.2 PRODUCTS 25.1.2.1 GENERAL A. All materials throughout the system shall be new and in perfect condition. No deviations from the specifications shall be allowed except as noted. 25.1.2.2 PIPING A. The irrigation system pipe shall be as stated herein and shall be furnished, installed and tested in accordance with these specifications. B. All pipe is herein specified to be Polyvinyl Chloride (PVC) Pipe, 1120, Schedule 40, conforming to ASTM D2665 and D1785. C. All nipples, pipe connections, bushings, swing joints, connecting equipment to the mainline is required to be threaded Polyvinyl Chloride (PVC) Pipe, Schedule 80. 25.1.2.3 PIPE FITTINGS A. All pipe fittings for Schedule 40 PVC pipe shall be as follows: Fittings shall conform to the requirements of ASTM D2466, Standard Specification for Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Schedule 80. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable IPS schedule and NSF seal of approval. The connection of mainline pipe to the automatic control valve shall be assembled with threaded Schedule 80 fittings and threaded Schedule 80 nipples. 25.1.2.4 PVC PIPE CEMENT AND PRIMER A. Provide solvent cement and primer for PVC solvent weld pipe and fittings as recommended by the manufacturer. Pipe joints for solvent weld pipe to be belled end. B. Purple primer shall be applied after the pipe and fittings has been cut and cleaned. The Primer shall be of contrasting color and be easily recognizable against PVC pipe. 25.1.2.5 THREADED CONNECTIONS A. Threaded PVC connections shall be made using Teflon tape or Teflon pipe sealant. 25.1.2.6 GATE VALVES 25.1.2.6.1 MANUAL GATE VALVES 2 IN. AND SMALLER A. Provide the following, unless otherwise noted on Drawings: 101110 SectionIV.doc Page 29 of 127 10/11/2010 Section '1V - Technical Specifications 1. 200-250 psi Ball Valve 2. PVC body - with Teflon Ball Seals 3. Threaded-Dual end Union Connectors 4. Non-Shock Safe-T-Shear Stem 5. Safe-T Shear True Union Ball Valve as manufactured by Spears Manufacturing Company, Sylmer, California, or approved equal. 25.1.2.6.2 GATE VALVES 2%" IN. AND LARGER A. Provide the following, unless.otherwise noted on Drawings: 1. AWWA-C-509 2. 200 lb. O.W.G. 3. Cast Iron body - ASTM A 126 Class B 4. Deep socket joints 5. Rising stern 6. Bolted bonnet 7. Double disc 8. Equipped with 2" square operating key with tee handle B. Provide two (2) operating keys for gate valve 3" and larger. The "street key" shall be 5' long with a 2" square operating nut. 25.1.2.7 SLEEVES A. Sleeves: (Existing by City of Clearwater) 25.1.2.8 REMOTE CONTROL VALVES A. The remote control valve shall be a solenoid actuated, balance-pressure across-the diaphragm type capable of having a flow rate of 25-30 gallons per minute (GPM) with a pressure loss not to exceed 6.1 pounds per square inch (PSI). The valve pressure rating shall not be less than 150 psi. B. The valve body and bonnent shall be constructed of high impact weather resistant plastic, stainless steel and other chemical/UV resistant materials. The valve's one-piece diaphragm shall be of durable santoprene material with a clog resistant metering orifice. C. The valve body shall have a 1" inch (FNPT) inlet and outlet or a one inch slip by slip inlet and outlet for solvent weld pipe connections. D. The valve construction shall be as such to provide for all internal parts to be removable from the top of the valve without disturbing the valve installation. E. The valve shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California, or approved equal. F. Identify all control valves using metal I.D. tags numbered to match drawings. 101110 SectionlV.doc Page 30 of 127 10/1112010 1 Section IV - Technical Specifications 25.1.2.9 VALVE BOXES A. For remote control drip valve assembly and UNIK control timer use a Brooks #36 concrete value box with #36-T cast iron traffic bearing cover, or approved equal. B. For flush valve assembly use an Ametek #181014 (10") circular valve box with #181015 cover comparable to Brooks, or approved equal. C. For air relief assembly use an Ametek # 182001 (6") economy turf box with #182002 cover comparable to Brooks, or approved equal. 25.1.2.10 DRIP IRRIGATION 25.1.2.10.1 CONSTRUCTION A. Techline shall consist of nominal sized one-half inch (1/2") low-density linear polyethylene tubing with internal pressure compensating, continuously self.-cleaning, integral drippers at a specified spacing, (12", 18", or 24" centers). The tubing shall be brown in color and conform to an outside diameter (O.D.) of 0.67 inches and an inside diameter (I.D.) of 0.57 inches. Individual pressure compensating drippers shall be welded to the inside wall of the tubing as an integral part of the tubing assembly. These drippers shall be constructed of plastic with a hard plastic diaphragm retainer and a self- flushing/cleaning elastomer diaphragm extending the full length of the dripper. 25.1.2.10.2 OPERATION A. The drippers shall have the ability to independently regulate discharge rates, with an inlet pressure of seven to seventy (7-70) pounds per square inch (PSI), at a constant flow and with a manufacturer's coefficient of variability (Cv) of. 0.03. Recommended operating pressure shall be between 15-45 PSI. The dripper discharge rate shall be 0.4, 0.6, or 0.9 gallons per hour (GPH) utilizing a combination turbulent flow/reduced pressure compensation cell mechanism and a diaphragm to maintain uniform discharge rates. The drippers shall continuously clean themselves while in operation. The dripperline shall be available in 12", 18" and 24" spacing between drippers unless otherwise specified. Techline pipe depth shall be under mulch unless otherwise specified on Plans. Maximum system pressure shall be 45 PSC. Filtration shall be 120 mesh or finer. Bending radius shall be 7". B. For on-surface or under mulch installations, 6" metal wire staples (TLS6) shall be installed 3'-5' on center, and two staples installed at every change of direction. 25.1.2.10.3 LINE FLUSHING VALVES A. The sub-surface system shall utilize Automatic Line Flush Valves at the end of each independent zone area. This valve shall be capable of flushing one gallon at the beginning of each irrigation cycle. The valves shall match the dripline manufacturer and connect directly to the dripline. 25.1.2.10.4 AIR/VACUUM RELIEF VALVE ' A. Each independent irrigation zone shall utilize an Air/Vacuum Relief Valve at its high point(s). The air and vacuum relief valve shall seal effectively from 2 to 110 psi. 1 101110 SectionIV.doc Page 31 of 127 10/11/2010 Section IV - Technical Specifications 25.1.2.10.5 PRESSURE REGULATORS A. The pressure regulator shall be designed to handle steady inlet pressures over 150 pounds per square inch (psi) and maintain a constant outlet pressures of 25 psi. Regulating accuracy shall be within =/-6%. The pressure regulator shall be manufactured from high- impact engineering grade thermoplastics. Regulation shall be accomplished by a fixed stainless steel compression spring which shall be enclosed in a chamber separate from the water passage. 25.1.2.10.6 FILTERS A. The filter shall be a multiple disc type filter with notation indicating the minimum partial size to travel through or the mesh size of the element being used. The discs shall be constructed of chemical resistant thermoplastic for corrosion resistance. 25.1.2.10.7 FITTINGS A. All connections shall be made with barb or compression type fitting connections. Fittings and dripline shall be as manufactured by the manufacturer of the dripline to ensure the integrity of the subsurface irrigation system. 25.1.2.11 AUTOMATIC CONTROL TIMER A. The irrigation controller (control module) shall be programmable by a separate transmitter device only. The program shall be communicated to the Control Module from the Field Transmitter via an infrared connection. The controller shall be of a module type which may be installed in a valve box underground. The controller shall function normally if submerged in water and the communication from the transmitter shall function if submerged in water. B. The control module shall be housed in an ABS plastic cabinet and shall be potted to insure waterproof operation. The control module shall have two mounting slots for screws allowing the module to be securely mounted inside a valve box. C. The controller shall operate on one nine volt alkaline battery for one full year regardless of the number of stations utilized. The controller shall operate 1, 2, or 4 stations either sequentially or independently. D. The controller shall have three independent programs with eight start times each, station run time capability from one minute to twelve hours in one minute increments, and a seven day calendar. The controller shall turn on stations via latching solenoids installed on the valves. Manual operations shall be initiated by attaching the Field Transmitter to the Control Module and programming a manual start. The controller shall be capable of manual single station or manual program operation. E. The controller shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.12 FIELD TRANSMITTER A. The irrigation controller shall be programmable by a separate transmitter device (Field Transmitter) only. The Field Transmitter shall communicate to the Control Module via an infrared connection. The Field Transmitter shall be water resistant and housed in ABS 101110 SectionIV.doc Page 32 of 127 10/11/2010 1 Section 1V - Technical Specifications plastic and have a removable, reversible protective sheath. The Field Transmitter shall operate on one 9V alkaline battery. B. The Field Transmitter shall have a large LCD screen and a seven-key programming pad. A beep sound shall confirm every key stroke. The screen shall automatically turn off after one minute when not in use. C. The Field Transmitter shall be capable of programming an unlimited number of UNIK Control Modules. D. The Field Transmitter shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.2.13 LATCHING SOLENOID A. The Latching Solenoid shall be supplied with an installed, filtered adapter allowing installation of the solenoid onto any Rain Bird DV, PGA, PEB, PES-B, GB, of EFB series valve. B. The Latching Solenoid shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California USA. 25.1.3 EXECUTION 25.1.3.1 GENERAL INSTALLATION REQUIREMENTS A. Before work is commenced, hold a conference with the Engineer to discuss general ' details of the work. B. Verify dimensions and grades at job site before work is commenced. C. During the progress of.the work, a competent superintendent and any assistants necessary shall be on site, all satisfactory to the Engineer. This superintendent shall not be changed, except with the consent of the Engineer. The superintendent shall represent the Contractor in his absence and all directions given to the superintendent shall be as binding as if given to the Contractor. D. Obtain and pay for all irrigation and plumbing permits and all inspections required by ' outside authorities. E. All work indicated or notes on the Drawings shall be provided whether or not specifically mentioned in these Technical Special Provisions. ' F. If there are ambiguities between the Drawings and Specifications, and specific interpretation or clarification is not issued prior to bidding, the interpretation or clarification will be made only by the Engineer, and the Contractor shall comply with the ' decisions. In event the installation contradicts the directions given, the installation shall be corrected by the Contractor at no additional cost. G. Layout of sprinkler lines shown on the Drawing is diagrammatic only. Location of sprinkler equipment is contingent upon and subject to integration with all other underground utilities. Contractor shall employ all data contained in the contract ' Documents and shall verify this information at the construction site to confirm the manner by which it relates to the installation. 1 101110 SectionlV.doc Page 33 of 127 10/11/2010 Section 1V - Technical Specifications H. Do not proceed with the installation of the sprinkler system when it is apparent that obstructions or grade differences exist or if conflicts in construction details, legend, or specific notes are discovered. All such obstructions, conflicts, or discrepancies shall be brought to the attention of the Engineer. I. The disturbance of existing paving will not be permitted. Install all required sleeving prior to roadway base. 25.1.3.2 EXCAVATING AND BACKFILLING 25.1.3.2.1 TRENCHING - GENERAL A. Dig sides of trenches straight. Provide continuous support for pipe on bottom of trenches. Lay pipe to uniform grade. Trenching excavation shall follow layout indicated on Drawings. B. Maintain 6 in. horizontal and minimum clearance between sprinkler lines and between all lines of other trades. C. Do not install sprinkler lines directly above another line of any kind. D. Maintain 6 in. vertical minimum between sprinkler lines which cross at angles of 45 degrees to 90 degrees. E. Exercise care when excavating, trenching and working near existing utilities. 25.1.3.2.2 BACKFILLING A. All pressure supply lines (mainline) shall have 18" of fill placed over the pipe. B. Initial backfill on all lines shall be of a fine granular material with no foreign matter larger than %z in. C. Compact backfill according to Section 125 of FDOT Specification Book, 1996 Edition. D. Do not, under any circumstances, use equipment or vehicle wheels for compacting soil. E. Restore grades and repair damages where settling occurs. F. Compact each layer of fill with approved equipment to achieve a maximum density per AASHTO T 180 - latest edition. Under landscaped area, compaction shall not exceed 95% of maximum density. G. Compaction shall be obtained by the use of mechanical tampers or approved hand tampers. When hand tampers are used, the materials shall be deposited in layers not more than six (6") inches thick. The hand tampers shall be suitable for this purpose and shall have a face area of not more than 100 square inches. Special precautions shall be taken to prevent damage to the irrigation system piping and adjacent utilities. 25.1.3.2.3 ROUTING OF PIPING: A. Routing of pressure and non-pressure piping lines are indicated diagrammatically on Drawings. B. Coordinate specimen trees and shrubs with routing of lines. 1. Planting locations shall take precedence over sprinkler and piping locations. 2. Report to Owner any major deviation from. routing indicated. 101110 SectionIV.doc Page 34 of 127 10/11/2010 Section IV - Technical Specifications C. Conform to Drawings layout without offsetting the various assemblies from the pressure supply line. D. Layout drip tube and make any minor adjustments required due to differences between site and Drawings. Any such deviations in layout shall be within the intent of the original Drawings, and without additional cost. E. Layout all systems using an approved staking method, and maintain the staking of approved layout. 25.1.3.3 INSTALLATION 25.1.3.3.1 WATER SUPPLY A. Connections to the water sources shall be at the approximate locations indicated on the Drawings. Make minor changes caused by actual site conditions without additional cost to the Owner. 25.1.3.3.2 ASSEMBLIES A. Routing or pressure supply lines as indicated on Drawings is diagrammatic only. Install lines and required assemblies in accordance with details on Drawings. B. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. When used, the pressure relief valve shall be the last assembly. C. Install all assemblies in accord with the respective detail Drawings and these Technical ' Special Provisions. D. Plastic pipe and threaded fittings shall be assembled using Teflon tape, applied to the male threads only. 25.1.3.3.3 SLEEVES: (EXISTING BY CITY OF CLEARWATER) A. The contractor shall verify the location of all existing sleeves as shown on the roadway, utility and/or irrigation plans and notify the Engineer of any discrepancies. 25.1.3.3.4 PLASTIC PIPE A. Install plastic pipe in accord with manufacturer's recommendations. B. Prepare all welded joints with manufacturer's cleaner prior to applying solvent. 1. Allow welded joints as least 15 minutes setup/curing time before moving or handling. 2. Partially center load pipe in trenches to prevent arching and shifting when water pressure is on. 3. Do not permit water in pipe until a period of at least four hours has elapsed for solvent weld setting and curing, unless recommended otherwise by solvent manufacturer. C. Curing 1. When the temperature is above 80 degrees F., allow soluble weld joints at least 24 hours curing time before water is introduced under pressure. D. Flushing the system: 101110 SectionIV.doc Page 35 of 127 10/11/2010 Section IV -Technical Specifications 1. After all sprinkler pipe lines and risers are in place and connected, open the control valves and flush out the system with a full head of water. E. Installing piping under existing pavement: L Piping under existing pavement maybe installed by jacking & boring. 2. Secure permission from the Engineer before cutting or breaking any existing pavement. All repairs and replacements shall be approved by Engineer and shall be accomplished at no additional cost. 25.1.3.3.5 CONTROLLERS A. Install all automatic controllers as shown in the plans. L The location of all controllers shall be approved by the Engineers representative prior to installation. 25.1.3.3.6 REMOTE CONTROL VALVES A. Install at sufficient depth to provide not more than 6 in., nor less than 4 in. cover from the top of the valve to finish grade. B. Install valves in a plumb position with 24 in. minimum maintenance clearance from other equipment, 3 feet minimum from edges of sidewalks, buildings, and walls, and no closer than 7 feet from the back of curb or edge of pavement along roadways. C. Contractor shall adjust the valve to provide the proper flow rate or operating pressure for each sprinkler zone. 25.1.3.3.7 GATE VALVES A. Install where indicated and with sufficient clearance from other materials for proper maintenance. B. Check and tighten valve bonnet packing before backfill. 25.2 LANDSCAPE 25.2.1 GENERAL 25.2.1.1 RELATED DOCUMENTS A. The Contract Documents shall include the Plans, Details, Specifications, Bid Proposal, Contract Agreement, including Installation Schedule, all Addenda, and Contractual and Special Conditions when required. 25.2.1.2 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with Federal, State, Local, and other duly constituted authorities and. regulatory agencies, without additional cost to the Owner in matters pertaining to codes, safety, and environmental matters. B. Any permits for the installation or construction of any of the work included under the contract, which are required by any of the legally constituted authorities having 101110 SectionlV.doc Page 36 of 127 10/11/2010 Section IV -Technical Specifications jurisdiction, shall be arranged for by the Contractor and paid for directly by the Contractor, unless otherwise agreed upon in writing. 25.2.1.3 SCOPE OF WORK A. All provisions of Contract, including General and Special Provisions and Plans, apply to the work specified in this Section. The Scope of Work includes everything for and incidental to executing and completing all landscape work shown on the Plans, Schedules, Notes and as specified herein. B. Furnish and provide all labor, plants and materials tools and equipment necessary to prepare the soil for plantings, to install and care for all plant materials (including finish grading if necessary); to remove and/or transplant existing plants if indicated; to furnish, plant, fertilize, guy and brace, water, mulch and prune all new plant materials; and to execute all other Work as described herein or indicated on the Plans. C. Work under this Section shall include labor and materials for final grading and raking to prepare the site for sodding, sprigging, or seeding, so finished lawn or playing field will appear even and uniform, will drain adequately, and will comply with the intent of the landscape drawings. D. Initial maintenance of landscape materials as specified in this document. 25.2.1.4 QUALITY ASSURANCE A. Landscape work shall be contracted to a single firm specializing in landscape work, who shall in turn subcontract no more than 40% of the work specified. All subcontractors under the control of the Contractor involved in the completion of the landscape work, shall be made known to the Owner and the Landscape Architect prior to their commencement of work on the project. B. All work of this Section shall conform to the highest standard of landscape practices. C. The Plant Material Schedule included with these Plans is provided only for the Contractor's convenience; it shall not be construed as to conflict or predominate over the Plans. If conflict between the Plans and Specifications exists, the Plan shall predominate and be considered the controlling document. D. During this work, the Contractor shall be responsible for maintaining safety among persons in his employ in accordance with the standards set by The Occupational Safety and Health Act of 1970 (and all subsequent amendments). Owner and Landscape Architect shall be held harmless from any accident, injury or any other incident resulting from compliance or non-compliance with these standards. E. The Contractor shall cooperate with and coordinate with all other trades whose work is built into or affects the work in this Section. F. All appropriate utility companies and agencies shall be contacted 72 hours prior to excavation. Call "One Call" at 1-800-432-4770. G. The Contractor shall carefully examine the site and all existing conditions affecting the work, such as: soil, obstructions, existing trees, utilities, etc. Report any conditions in conflict with the work to the Landscape Architect. 101110 SectionIV.doc Page 37 of 127 10/11/2010 Section IV - Technical Specifications 25.2.1.5 SUBMITTALS A. The Contractor is required to submit prior to the expiration of the required maintenance period, two copies of typewritten instructions recommending procedures to be established by the Owner for maintenance of landscape work for a period of one year. B. Furnish unit prices for all plant materials and inert materials, including labor for all specified work. 25.2.1.6 ALTERNATES, ADDITIONS, DELETIONS, SUBSTITUTIONS A. If there are additions/alternates included in these Plans and Specifications, the Contractor must propose prices to accomplish the work stated as additions/alternates at the time of bidding. B. The Owner, through his Project Representative, reserves the right to add or deduct any of the work stated herein without rendering the Contract void. C. The Contractor must have written approval by the Project Representative for any substitutions not previously agreed to in the purchase agreement: installation without approval is entirely at the Contractor's risk. D. All material acquired through additions or substitutions shall be subject to all conditions and warranties stated herein. 25.2.1.7 ABBREVIATIONS/DEFINITIONS O.A. or HT.: The over-all height of the plant measured from the ground to the natural, untied state of the majority of the foliage, not including extreme leaves, branches or fronds. C. T.: C. W.: SPR.: Clear trunk is measured from the ground to the bottom of the first leaf or frond stern with no foliage from ground to specified height. For example, on Canary Island Date Palms or similar, the clear trunk measurement includes the "nut" at the base of the fronds. Clear wood is measured from the ground to the bottom of the base of the lowest leaf sheath or boot, trimmed in a natural manner. For example, on Canary Island Date Palms or similar, the clear wood measurement does not include the "nut" at the base of the fronds. Spread, branches measured in natural untied position to the average crown diameter, not including extreme leaves, branches or fronds. ST. TR.: Straight trunk. MIN.: Minimum. GAL.: Gallon container size, i.e., 1 gallon, 3 gallon, 7 gallon, etc. O.C.: On center, distance between plant centers. ' 101110 SectionIV.doc Page 38 of 127 10/11/2010 Section IV -Technical Specifications DIA.: Diameter. Lvs.: Leaves. D.B.H.: Diameter or caliper of main trunk of tree as measured at breast height at 4-1/2 feet above grade. ' CAL.: Caliper, the outside diameter of up to a four inch tree is measured six inches above grade, larger trees are measured at 12 inches above grade. Balled and burlapped in accordance with horticultural standards of the American I Association of Nurserymen. ' PPP: Plants per pot. ' FG: Field grown. STD.: k d d i l t i ht t St . an ar , s ng e, s ra g run Owner: To be known as that entity which holds title or control to the premises on which the work is performed. ' Owner's Representative: Owner's on-site representative shall be responsible for approval of quantity and quality of materials specified and execution of installation. Contractor. Shall refer to that person or enterprise commonly known as the Landscape Contractor. Landscape Architect: 1 This person or firm is the responsible representative of the Owner who produces the landscape Plans and Specifications. ' 25.2.1.8 PRODUCT DELIVERY, STORAGE, AND HANDLING 25.2.1.8.1 PLANT MATERIALS ' A. Provide container grown or, if appropriate, freshly dug trees and shrubs. Do not prune prior to delivery. Do not bend or bind trees or shrubs in such a manner as to damage bark, break branches or destroy natural shape. Provide protective covering during delivery. If ' plant delivery is made in open vehicles, the entire load shall be suitably covered. B. All plants are to be handled at all times so that roots or root balls are adequately protected from sun, cold, or drying winds. No root balls for trees and container plants that have been cracked or broken shall be planted except upon special approval. Plants shall not be pulled by the tops or stems, nor handled in a rough or careless manner at any time. 101110 SectionlV.doc Page 39 of 127 10/112010 II Section IV - Technical Specifications C. Balled and burlapped plants shall be moved with firm, natural, balls of soil, not less than 1 foot diameter of ball to every 1 inch caliper of trunk; root ball depth shall not be less .than 2/3 of root ball diameter. B & B plants which cannot be planted upon delivery shall have their root balls covered with moist soil or mulch. D. Trees shall be dug with adequate balls, burlapped, and wire bound if needed. Root pruning to be done a minimum .of 4 weeks before removal from the field and planting at the site. Root balls may not be encased in "grow bags" or other synthetic material, except plastic shrink wrap for transport only. E. Remove all fronds form sabal palms prior to planting, but leave a minimum of 1.2 inches of new frond growth above the bud. Do not damage bud. On all other palms, only a minimum of palm fronds shall be removed from crown to facilitate moving and handling. Clear trunk shall be determined after minimum fronds have been removed. Boots shall be removed from trunk unless otherwise specified. Palms shall be planted within 24 hours of delivery. F. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in. shade, protect from weather and mechanical damage, and cover to keep the roots moist. G. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. H. Sod: Time delivery so that sod will be placed within twenty-four (24) hours after stripping. Protect sod against drying and breaking by covering palettes of sod or placing in a shaded area. 25.2.1.9 JOB CONDITIONS 25.2.1.9.1 ACCEPTANCE OF JOB CONDITIONS. A. The Contractor shall examine the sub-grade, verify elevations, observe the conditions under which work is to be performed and notify the Landscape Architect or Project Representative in writing of. unsatisfactory conditions prior to beginning work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Landscape Architect. Start of work shall indicate acceptance of conditions and full responsibility for the completed work. B. Proceed with and complete the landscape work as rapidly as portions of the site become available, working within the seasonal limitations for each kind of landscape work and following the approved schedule. If seasonal limitations apply, notify the Landscape Architect for adjustments to the Schedule. C. Determine locations of all underground utilities and review for conflicts with planting procedures. D. When adverse conditions to plant growth are encountered, such as rubble fill, drainage conditions or obstruction, the Contractor shall notify the Landscape Architect in writing prior to planting. E. Plant trees and shrubs after final grades are established and prior to the planting of lawns, protecting lawn trees and promptly repairing damages from planting operations. 101110 SectionIV.doc Page 40 of 127 10/11/2010 Section IV -'technical Specifications 25.2.1.9.2 SCHEDULING OF WORK A. The work shall be carried out to completion with the utmost speed. Immediately upon award of contract, the Contractor shall prepare a construction schedule and furnish a copy to the Owner's Representative and/or the Landscape Architect for approval. The Contractor shall carry out the work in accordance with the approved schedule. B. If the Contractor incurs unforeseen costs, such as overtime hours, holidays, etc. in order to complete the work within the time stated in the Contract, and/or to maintain the progress schedule, all said costs shall be borne by the Contractor at no additional cost to the Owner. C. The Owner's Representative's may request in writing work stoppage. Upon written request from the Owner's Representative, the Landscape Contractor shall suspend delivery of material and stop all work for such a period as deemed necessary by the Owner, the Owner's Representative, or the General Contractor with respect to any additional costs which may result from work stoppage. 25.2.1.9.3 UTILITIES A. The Contractor shall perform work in a manner which will avoid conflicts with utilities. Hand excavate, as required, to minimize possibility of damage to underground utilities. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. 25.2.2 PRODUCTS 25.2.2.1 MATERIALS 25.2.2.1.1 PLANT MATERIALS: NOMENCLATURE A. Plant species, sizes, etc. shall be per Plans and Specifications on Plant Material Scheduled. Nomenclature is per Manual of Cultivated Plant, Standard Encyclopedia of Horticulture, L.H. Bailey, or Standardized Plant Names Dictionary, American Joint Committee on Horticultural Nomenclature (latest editions), or conforms with names accepted in the nursery trade. ¦ 25.2.2.1.2 PLANT MATERIALS: QUALITY ASSURANCE A. Provide healthy, vigorous stock grown under climatic conditions similar to conditions in the locality of the project. Plants shall have a habit of growth that is normal for the species and be sound, healthy, vigorous and free from insect pests or their eggs, plant diseases, defects and injuries. Plants shall be well branched and densely foliated when in leaf and shall have healthy, well-developed root systems. B. Trees shall be heavily branched or, in the case of palms, be heavily leafed. Some plant materials may be collected stock with the approval of the Landscape Architect. Provided tree species that have a single main trunk (central leader), unless otherwise stated. Trees that have the main trunk forming a "Y" shape or parallel branching are not acceptable. C. Plant materials shall be specified and shall be Florida #I or better as to shape and quality for the species as outlined in Grades and Standards for Nursery Plants Part I and II, Florida Department of Agriculture and Consumer Services (latest edition). = 101110 SectionIV.doc Page 41 of 127 10/11/2010 Section IV -- Technical Specifications D. The Owner or Landscape Architect reserves the right to inspect plant materials either at the place of growth or at the project site prior to planting for compliance with requirements for name variety, size quality, or designated area. E. Landscape materials shall be shipped with certificates of inspection as required by governmental authorities. The Contractor shall comply with all governing regulations that are applicable to landscape materials. F. Do not make substitutions. If specified landscape material is not available, submit Landscape Architect proof of it being non-available. In such event, if the Landscape Architect designates an available source, such shall be acquired from designated source. When authorized, a written change order for substitute material will be made by adjustment to Contract amount. G. Height and/or width of trees shall be measured from ground up; width measurement shall be normal crown spread of branches with plants in the normal position. This measurement shall not include immediate terminal growth. All measurements shall be taken after pruning for specified sizes. All trees and shrubs shall conform to measurements specified in the plant material schedule, except that plant material larger than specified may be used with the approval of the Owner or Landscape Architect; with no increase to the Contract price. Plant materials shall not be pruned prior to delivery. H. Plant Material shall be symmetrical, typical for variety and species. Plants used where symmetry is required shall be matched as nearly as possible. 1. Balled and burlapped plants shall have firm, natural balls of earth of sufficient diameter and depth to encompass the feeding root system necessary for full development of the plant and to conform with the standards of the American Association of Nurserymen. Root balls and tree trunks shall not be damaged by improper binding and B & B procedures. J. Container-grown plants may be substituted for balled and burlapped plants or vice-versa provided the quality is equal or better than specified and the Landscape Architect approves the substitution. K. Container grown stock shall have been grown in containers for at least four months, but not over two years. If requested, samples must be shown to prove no root bound condition exists. 25.2.2.1.3 GRASSES: SOD OR SEED A. Sod or seed (as/if specified) shall be a species as stated on the Plan. Solid sod shall be of even thickness and with a good root structure, 95% free of noxious week, freshly mowed before cutting, and in healthy condition when laid. It must not be stacked more than 24 hours before laying and it must be grown in soil compatible to that in which it will be installed. Sod must be kept moist prior to and after installation. B. Seed shall be delivered to the site in unopened bags with certification tags in place. Purity, germination and weed content shall be as certification requirements. 25.2.2.1.4 MULCH A. Mulch shall be 100% Grade "B" shredded cypress bark mulch, thoroughly mixed with a pre-emergence weed killer according to the label directions as specified on the plan. 101110 SectionIV.doc Page 42 of 127 10/11/2010 Section IV - Technical Specifications B. install mulch to an even depth of 3" before compaction. 25.2.2.1.5 FERTILIZER A. Granular fertilizer shall be uniform in composition; free flowing and suitable for application with approved equipment; received at the site in full, labeled, unopened bags bearing the name, trade name or trademark and warranty of the producer; fully conforming to State of Florida fertilizer laws. B. All fertilizer shall bear the manufacturer's statement of analysis and shall contain the appropriate minimum amounts of elements for the type of use specified herein. C. Agriform 20-10-5 fertilizer tablets or approved equal, shall be placed in planting pit for all plant materials at time of installation and prior to completion of pit backfilling. D. Ground cover and annual areas shall receive fertilization with Osmocote Time Release Fertilizer according to product instructions and rate. E. For sod and seeded areas, fertilize with a complete granular fertilizer on Bahia and St. Augustine grass at the rate of one (1) pound of nitrogen per one thousand (1,000) square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 50% of the nitrogen being in slow or controlled release form. The ratio of nitrogen to potash will be 1:1 or 2:1 for complete fertilizer formulations. Phosphorus shall be no more than '/4 the nitrogen level. They shall also contain magnesium and micronutrients (i.e. manganese, iron, zinc, copper, etc.). 25.2.2.1.6 STAKES AND GUYS A. For trees, approved plastic or rubber guys shall be used between the stakes and the tree trunk. Galvanized steel guy wire shall not be used. B. Stakes shall be cut from 2" x 4" pressure treated (p.t.) stock for trees over 2" caliper. Stakes shall be 2" x 2" pressure treated (p.t.) stock for trees 2" caliper and under. A minimum of 2 stakes per tree or an optional 3 stakes per tree shall be used. C. For single trunk palms, stakes shall be cut from 2" x 4" pressure treated (p.t.) stock, with a minimum of 3 stakes per palm. Batten consisting of 5 layers of burlap and 5 - 2" x 4" by 16" wood connected with two - 3/a' steel bands shall be used around the palm trunk. D. Other tree staking systems may be acceptable if approved. 25.2.2.1.7 PLANTING SOIL A. Unless stated on the plans or in the specifications, install plant material in tilled and loosened native soil backfill. It is the responsibility of the Landscape Contractor to test, prior to planting and at no additional cost to the Contract, any soils which may be unsuitable for the vigorous growth of plants. Unsuitable conditions shall be reported to the Landscape Architect immediately in writing. B. When required, planting soil media shall be provided by the Contractor and shall consist of 1/3 peat and 2/3 sandy loam, with no lumps over V. C. Backfill and clean fill dirt provided by the Contractor shall be in a loose, friable soil. There must be slight acid reaction to the soil (about 6.0 - 6.5 pH) with no excess of calcium or carbonate, and it shall be free from excess weeds, clay lumps, stones, stumps, roots and toxic substances or any other materials that might be harmful to plant growth or 101110 SectionIV.doc Page 43 of 127 10/11/2010 Section IV - Technical Specifications a hindrance to grading, planting, and maintenance procedures and operations. No heavily organic soil, such as muck or peat shall be used as fill dirt. D. Bed preparation for annual beds under I gallon container size shall consist of 3" of Florida peat or other approved organic soil amendment spread over full length and width of planting area. Rototil organic layer 6 inches to 8 inches into native soil. 25.2.2.1.8 SOIL AMENDMENTS A. Terra-Sorb AG or approved equal, soil amendment shall be mixed with native or planting soil for all trees, shrubs, ground cover, and annuals according to manufacturer's recommended application rates and methods, if specified on the Plans. 25.2.2.1.9 TREE PROTECTION A. Wood fencing shall be 2" x 4" pressure treated (p.t.) stock with flagging on horizontal members. Space vertical members 6 feet to 8 feet on center. The barricade shall be placed so as to protect the critical protection zone area, which is the area surrounding a tree within a circle described by a radius of one foot for each inch of the tree's diameter at breast height DBH at 4 - '/Z feet above grade. 25.2.2.1.10 ROOT BARRIER SYSTEM A. Root barrier fabric shall be installed when specified in the plans and/or specifications for protection of adjacent paved surfaces according to specific product name or equal. Install as directed by the manufacturer. 25.2.2.1.11 PACKAGED MATERIALS A. Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at the site. 25.2.2.1.12 PESTICIDES A. Pesticides shall be only approved, safe brands applied according to manufacturer's directions. 25.2.3 EXECUTION 25.2.3.1 PREPARATION 25.2.3.1.1 OBSTRUCTIONS BELOW GROUND A. It shall be the responsibility of the Contractor to locate and mark all underground utilities, irrigation lines and wiring prior to commencement of the work. B. If underground construction, utilities or other obstructions are encountered in excavation of planting areas or pits, the Landscape Architect shall be immediately notified to select a relocated position for any materials necessary. 25.2.3.1.2 GRADING AND PREPARATION FOR PLANT MATERIALS A. All proposed landscape areas containing existing turf grass or weeds shall be treated with Monsanto's "Round-Up" per manufacturer's specifications. All proposed landscape areas 101110 SectionIV.doc Page 44 of 127 10/11/2010 I' Section 1V - Technical Specifications adjacent to water bodies shall be treated with "Rodeo" per the manufacturer's specifications. B. New plant materials will not be installed until a 98% weed/turf eradication has been achieved. More than one application may be required to produce an acceptable planting ' bed. C. Pre-emergent herbicides are not a substitute for spray treatment of "Round-Up" or "Rodeo", and may be used only with the written approval of the Landscape Architect. D. Should any plant material in the same, or adjacent beds be damaged by these chemicals, the same size, quantity and quality of plants shall be immediately replaced by the Contractor at no cost to the Owner. E. Any necessary corrections or repairs to the finish grades shall be accomplished by the Contractor. All planting areas shall be carefully graded and raked to smooth, even finish grade, free from depressions, lumps, stones, sticks or other debris and such that they will ' conform to the required finish grades and provide uniform and satisfactory surface drainage without puddling. ' F. The Contractor shall remove debris (sticks, stones, rubbish) over I - '/2 inches in any dimension form individual tree, shrub and hedge pits and dispose of the excavated material off the site. 25.2.3.1.3 PREPARATION FOR ANNUAL BED PLANTING A. Prepare native subgrade by rototilling or loosening by hand methods. Spread 3 inches of I' Florida peat (1/3), sandy loam (1/3), or other approved organic soil amendment over the full length and width of planting area for annuals. Rototill organic layer 6 inches to 8 inches into the native soil. Grade the planting bed by "crowning' to insure that surface drainage, percolation, and aeration occur at rapid rates. Add Osmocote time release fertilizer according to product instructions and rate. 25.2.3.1.4 PREPARATION FOR SEEDING AND SOD AREAS A. All proposed sod areas containing existing turf grass or weeds shall be treated with Monsanto's "Round-Up" per manufacturer's specifications. All proposed sod areas ' adjacent to water bodies shall be treated with "Rodeo" per the Manufacturer's Specifications. ' B. Limit preparation to areas which will be planted promptly after preparation. Loosen sub- grade of seed and sod areas to a minimum depth of 4 inches. C. Immediately prior to any turf work, the Contractor shall finish grade the soil to a smooth, ' even surface assuring positive drainage away from buildings and the subsequent turf flush to the tops of adjacent curbs and sidewalks. The surface shall be sloped to existing yard drains. ' D. A complete fertilizer shall be applied to St. Augustine or Bahia grass at a rate of one (1) pound of nitrogen per 1000 square feet. Fertilizer shall be commercial grade, mixed granules, with 30% - 505 of the nitrogen being in slow or controlled release form. ' Thoroughly work fertilizer into the top 4 inches of soil. 101110 SectionlV.doc Page 45 of 127 10/11/2010 Section IV - Technical Specifications E. Moisten prepared seed and sod areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 25.2.3.2 INSTALLATION 25.2.3.2.1 BERM CONSTRUCTION (IF SPECIFIED) A. Install berms at location and design shown on Plans and at the height and slope indicated. Height stated is for finished berm with soil at natural compaction. B. Exact location and configuration of berms may require modification to allow proper drainage; such changes will be coordinated with the Landscape Architect. C. If shown on the Plan, construct berms using clean sandy loam fill dirt which is well- drained, free of rocks, roots, or other debris, with a soil pH of an acid Nature (about 6.0 - 6.5). No heavily organic soil, such as muck or peat shall be used in berm construction. 25.2.3.2.2 LAYOUT OF PLANT MATERIALS A. Unless otherwise stipulated, plant materials shall be approximately located per the plans by scale measurements using established building, columns, curbs, screen walls, etc. as the measuring reference point. Slight shifting may be required to clear wires, prevent blockage of signage, etc. B. Shrubs and ground covers shall be located and spaced as noted on the plant material schedule (if provided), otherwise plants will be placed in the planting beds at the normally accepted spacing for each species. C. Leave an 18 inch (450 millimeters) border of mulched space between outer leaves of installed plant material and the bed line, curb, or building foundation wall for all plant sizes. D. Any necessary "minor" adjustments in the layout of planting shall be made by the Contractor with the approval of the Landscape Architect in order to conform as nearly as possible to the intent of the plans. 25.2.3.2.3 PLANTING PROCEDURES A. All shrubs, trees and ground covers or vines shall be planted in pits having vertical sides and being circular in outline. Planting pit shall be 3 to 5 times the width of the root ball. B. Plants shall be set straight or plumb, in the locations shown, at. such level that after settlement normal or natural relationship of the top of the root ball with the ground surface will be established. With regards to proper nursery practices, plants under certain conditions (i.e. low and wet areas) will benefit from being planted "high" with the root ball about 1. inch higher than the surrounding grade. C. All plant materials shall be fertilized with Agriform 20-10-5 planting tablets, or approved equal, at time of installation and prior to completion of pit backflling. Agriform planting tablets shall be placed uniformly around the root mass at a depth that is between the middle and the bottom of the root mass. Application rate: 101110 SectionIV.doc Page 46 of 127 10/11/2010 Section IV - Technical Specifications 1. gallon 1 - 21 gram tablet 3 gallon 2 - 21 gram tablet ' 5 gallon 3 - 21 gram tablet 7 gallon 4 - 21 gram tablet Trees 3 tablets each''/Z" (12 millimeters) caliper ' Palms 7- 21 gram tablets D. Native soil shall be used in back-filling plant pits or as specified. The Contractor shall be responsible for providing additional soil for building tree saucers. E. When balled and burlapped plants are set, undisturbed native soil shall be left under the base of the root ball to prevent voids. Backfill tilled and loosened native soil around the sides of the root ball. Remove the top 4 inches (100 millimeters) of burlap wire, and all tie-down material from the root ball. Do not remove these materials from the bottom of the root ball. Thoroughly water-in before bringing the back-fill up to the proper grade ! Roots of bare plants shall be properly spread out, and planting soil carefully worked in among them. Failure to comply is cause for rejection. F. Containerized plants shall be installed with undisturbed native soil left under the base of ' the root ball to prevent voids. Planting pit shall be 3 to 5 times the width of the root ball. Backfill tilled and loosened native soil around the sides of the root ball. Thoroughly water-in before bringing the backfill up to the proper grade. G. Plant spacing shall be "on center" and varies with the different plant species. Space each variety of plant equally in the planting areas. Shrubs and ground covers adjacent to straight or curved edges shall be triangular - spaced in rows parallel to those edges. Plant a minimum of 18 inches from the back of the curb to the outside edge of the plant. H. All azaleas shall be placed into a prepared bed of amended soil containing 50% weed-free Florida peat or approved equivalent. Root balls shall be scarified vertically at 120 degree angles in a triangular pattern. I. Sabal palms may be planted deeper than normal if conditions warrant and if approved. ' 25.2.3.2.4 SODDING A. During periods of drought, sod shall be watered sufficiently at its origin to moisten the soil adequately to the depth to which it is to be cut. B. An application of 6-6-6, 40% organic, slow or controlled release fertilizer shall be made to all lawn areas just prior to the laying of the sod at a rate of one (1) pound of nitrogen ' per 1,000 square feet. The ground shall be wet down before the sod is laid in place. C. Solid sod shall be laid tightly with closely abutting staggered joints with an even surface edge and sod edge, in a neat and clean manner to the edge of all the paving and shrub areas. Cut down soil level to 1 inch to 1-1/2 inches below top of walks prior to laying sod. ' D. Within 2 hours after installing sod and prior to rolling, irrigate the sod. Sufficient water shall be applied to wet the sod thoroughly and to wet the sod to a depth of 2 inches (50 millimeters). Watering shall be done in a manner that will avoid erosion due to the ' application of excessive quantities, and the watering equipment shall be a type that will prevent damage to the finished sod surface. Watering shall be repeated as necessary to keep sod moist until rooted to subgrade. 1 101110 SectionIV.doc Page 47 of 127 10/11/2010 Section IV - Technical Specifications E. The sod shall be pressed firmly into contact with the sod bed using a turf roller or other approved equipment so as to eliminate air pockets, provide a true and even surface and insure knitting without any displacement of the sod or deformation of the surfaces of sodded areas. After the sodding operation has been completed, the edges of the area shall be smooth and shall conform to the grades indicated. F. If, in the opinion of the Landscape Architect, top dressing is necessary after rolling, clean silica sand shall be used to fill voids. Evenly apply sand over the entire surface to be leveled, filling-in dips and voids and thoroughly washing into the sod areas. G. On slopes steeper than 2:1. and as required, the sod shall be fastened in place with suitable wooden pins or by other approved method. 25.2.3.2.5 SEEDING A. Seed shall be installed per the specifications of the State of Florida Department of Transportation. See plan for type of seed. 25.2.3.2.6 TREE GUYING, BRACING AND STAKING A. Tree guying, staking and bracing shall be the responsibility of the Contractor per sound nursery practices, and shall be done per details shown on the Plans. For trees, a minimum of 2 stakes per tree or an optional 3 stakes per tree at 120 degree spacing shall be used. Stakes shall be driven in at an angle, then tightened to vertical supported by approved plastic or rubber guys. Trees shall be staked with a minimum of 4 feet height of stake above grade and a minimum of 30 inches of stake below grade. B. For single trunk palms, a minimum of 3 stakes per palm at 120 degree spacing shall be used. Toenail the stakes to batten consisting of 5 layers of burlap and 5- 2 inch x 4 inch x 16 inch wood connected with two 3/4 inch steel bands. Palms shall be staked with a minimum of 5 feet of stake above grade. C. Contractor shall remove all tree guying, staking, and bracing from trees six (6) months after the date of final acceptance of the landscape work. D. Stake only trees that requite support to maintain a plumb position or are in potentially hazardous areas. 25.2.3.2.7 MULCHING A. All planting beds shall be weed-free prior to mulching. B. All curb, roadway, and bed line edges will be "trenched" to help contain the applied mulch. C. All plant beds and tree rings shall be mulched evenly with a 3 inch layer (before compaction) of 100% Grade B recycled cypress bark mulch, or other mulch as specified on the Plans or General Notes. D. Mulch shall not be placed against the trunks of plant materials buildings. Maintain a minimum 3 inch clearance for trees and minimum 6 inch clearance for the walls of buildings. or foundations of ' shrub trunks and a E. For beds of annual flowers, a 12 inch wide x 3 inch deep band of mulch shall be installed in front of the first row of annuals. Maintain a minimum 6 inches of non-mulched clearance from the outside edge of annuals. 101110 SectionIV.doc Page 48 of 127 10/11/2010 Section 25.2.3.2.8 PRUNING on IV -Technical Specifications A. Pruning shall be done by an experienced certified Arborist to maintain the natural shape and form of the plant. B. Upon acceptance by the Owner, prune any broken branches, remove crossed branches, and branches hanging below the clear trunk of the tree. 25.2.3.2.9 CLEAN-UP A. During landscape work, store materials and equipment where directed by the Owner. B. The Contractor shall promptly remove any materials and equipment used on the job, keeping the area neat at all times. Upon completion of all planting, dispose of all excess soil and debris leaving pavements and work areas in safe and orderly condition. C. The clean-up of the site shall include the removal and proper disposal of the tree guying, staking, and bracing materials as described in specifications. 25.2.3.2.10 PROTECTION A. The Contractor shall provide safeguards for the protection of workmen and others on, about, or adjacent to the work, as required under the parameters of the Occupational Safety and Health Administration (O.S.H.A.) standards. B. The Contractor shall protect the Owner's and adjacent property from damage. C. the Contractor shall protect the landscape work and materials from damage due to ' landscape operations. Maintain protection during installation and maintenance periods. D. The Contractor shall provide protection (tree barricades) for all existing trees and palms as specified. 25.2.3.2.11 REPAIR OF DAMAGES E. The Contractor shall repair all damage caused by his operations to other materials, property, or trades to a level equal in quality to the existing condition prior to damage. F. The Contractor shall be held responsible for all damage done by his work or employees ' to other materials or trades' work. Patching and replacement of damaged work may be done by others, at the Owner's direction, but the cost of same shall be paid by the Contractor who is responsible for the damage. 25.2.3.3 MAINTENANCE A. The Contractor shall maintain all plant materials in a first class condition from the beginning of landscape construction until Final Acceptance. B. Operations: 1. Maintenance shall include, but not be limited to, watering of turf and planting beds, mowing, fertilizing, cultivation, weeding, pruning, disease and pest control, replacement of dead materials, straightening, turf or planter settlement corrections, replacement of rejected materials, staking and guying repair and tightening, wash-out repairs and regrading, and any other procedures consistent with the good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under ' 101110 SectionIV.doc Page 49 of 127 10/11/2010 Section IV - Technical Specifications the Contract. Mowing shall be consistent with the recommended height per the University of Florida Cooperative Extension Service. 2. Within the warranty period, the Contractor shall notify the Owner of any maintenance practices being -followed or omitted which would be detrimental to the healthy, vigorous growth of the landscape. 3. The Contractor shall be responsible for the final watering of not less than one inch of water for all planted materials before leaving the site. 25.2.3.4 INSPECTION, REJECTION, AND ACCEPTANCE 25.2.3.4.1 INSPECTION A. Upon completion of the installation, the Contractor will notify the Owner or the Owner's Representative that the job is ready for inspection. Within 15 days of notifications, the installation will be inspected by the Landscape Architect. A written and/or graphic inspection report will be sent to the Owner and/or Landscape Contractor. 25.2.3.4.2 REJECTION AND REPLACEMENT A. The Landscape Architect shall,be final judge as to the suitability and acceptability of any part of the work. Plant material will be rejected if it does not meet the requirements set forth in Plans and Specifications. B. Replace any rejected materials immediately or within 15 days and notify the Landscape Architect that the correction has been made. 25.2.3.4.3 ACCEPTANCE A. After replacement of rejected plant material (if any) have been made, and completion of all other correction items, the Owner or Project Representative will accept the project in writing. B. Upon Final Acceptance, the Owner assumes responsibility for maintenance within the terms of the Contract. Acceptance will in no way invalidate the Contractor's warranty period. C. The Contractor's warranty period will begin after final acceptance of the project by the Owner. 1. If evidence exists of any lien or claim arising out of or in connection with default in performance of this Contract, the Owner shall have the right to retain any payment sufficient to discharge such claim and all costs in connection with discharging such claim. 2. Where the Specifications call for any stipulated item or an "approved equivalent", or in words to that effect, the Contractor shall indicate the price of the type and species specified in the proposal, giving the price to be added or deducted from his Contract price. The final selection rests with the Owner or his representative. 3. Where plants installed do not meet specifications, the Owner reserves the right to request plant replacement or an appropriate deduction from the Contract amount to compensate for the value not received from the under-specified plant materials. No 101110 SectionlV.doc Page 50 of 127 10/11/2010 Section IV - Technical Specifications additional compensation will be made to the Contractor for plants installed that exceed specifications. 25.2.3.5 WARRANTY A. The Contractor shall warranty all palms and trees furnished under this contract for a period of one (1) year and all shrubs for a period of six (6) months. Material which is either dead or in poor health during this period or at completion will be replaced at no charge to the Owner. Should any of the plant materials show 50% or more defoliation during the warranty period, due to the Contractor's use of poor quality or improper materials or workmanship, the Contractor upon notice, shall replace without delay same with no additional cost to the Owner. Should any plant require replacing, the new plant shall be given the equal amount of warranty. 26 HDPE DEFORMED - REFORMED PIPE LINING . 26.1 INTENT It is the intention of this specification to provide for the' trenchless restoration of 8 to 12" sanitary sewers by the installation of a high density polyethylene, jointless, continuous, fold and form pipe liner which is watertight and chemically resistant to withstand exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 26.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the fold and form liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 26.3 MATERIALS ' Pipe shall be made from P. E.3408 polyethylene resins complying with ASTM D 3350, cell classification: P.E. 345434 D for High Density. It shall be Type 3, Grade 4, Class D, according to ASTM D 1248. The Contractor shall provide certified test results for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. Material shall have a minimum thickness of SDR 32.5. Pipe specimens shall comply with the minimum property values shown below with the applicable ASTM requirements: I Material Pro a ASTM Method Value HDPE Tensile Strength D 638 3,300 psi Elasticity Modulus E=113,000 psi 1.01110 SectionIV.doc Page 51 of 127 10/11/2010 Section IV - Technical Specifications HDPE Impact Strength D 256 A 3.0 ft-lb/in Flexure Modulus E=136,000 psi Expansion Coeff. c=0.009 in/in/deg F At the time of manufacture, each lot of liner shall be reviewed for defects and tested in accordance with ASTM D 2837 and D 1693. At the time of delivery, the liner shall be homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, or deleterious faults. The Contractor shall provide, as requested, certified test results for review by the Engineer, from the manufacturer, that the material conforms with the applicable requirements. The Engineer may at any time request the Contractor provide test results from field samples to the above requirements. Liner shall be marked at 5-foot intervals or less with a coded number, which identifies the manufacturer, SDR, size, material, date, and shift on which the liner was extruded. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS-20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Pipe Liners, Inc. 3421 N. Causeway, Suite 321, New Orleans, LA 70002, 1-800-344-3744 or approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 26.4 CLEANING/SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. 26.5 TELEVISION INSPECTION After cleaning, and again after the rehabilitation work on each section of the project is completed, all pipe sections shall be visually inspected by means of closed-circuit color television, and recorded on VHS format tapes provided to the project engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 101110 SectionIV.doc Page 52 of 127 10/11/2010 Section IV - Technical Specifications 26.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide a tight fit to the ' full interior circumference of the existing sanitary sewer and shall be a continuous, jointless liner product from inside of manhole to inside of manhole. Contractor shall use installation methods approved by the liner manufacturer including liner placement, reforming to ft existing pipe, pressure and heat requirements and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or ' problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spots, or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. OSHA requirements for installation procedures, in particular, confined spaces are to be met. I 26.7 LATERAL RECONNECTION 1 Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 100% of the area of the ' original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be ' resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local ' system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. 26.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than a eight hour ' period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. ' 26.9 PAYMENT ' Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. 27 PLANT MIX DRIVEWAYS New driveways or existing black top driveways that must be broken back in widening the pavement (remove only enough to allow adequate grade for access to the street) shall be constructed or replaced in accordance with the specifications for paving the street with the I , exception that the base shall be six (6) inches. Use Section 23 G Asphaltic Concrete as specified for the street paving. I 1 101110 SectionIV.doc Page 53 of 127 10/11/2010 11 Section IV - Technical Specifications When finished surface of existing drive is gravel, replace ment shall be of like material. Payment shall be the same as Plant Mix Driveways. 27.1 BASIS OF MEASUREMENT Measurement shall be the number of square yard of Plant Mix Driveways in place and accepted. 27.2 BASIS OF PAYMENT Payment shall be the unit price per square yard for Plant Mix Driveways as measured above, which price shall be full compensation for all work described in this section of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 28 REPORTING OF TONNAGE OF RECYCLED MATERIALS This Article deleted. 29 CONCRETE CURBS Concrete Curbs shall be constructed to the line, grade and dimensions as shown on the plans. Unless otherwise noted, all concrete curbs shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Expansion joints shall be placed at intervals not to exceed 100 feet, and scored joints shall be placed at intervals not to exceed 10 feet. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete curbs. 29.1 BASIS OF MEASUREMENT The basis of measurement shall be lineal feet of curb in place and accepted. 29.2 BASIS OF PAYMENT Payment shall be the unit price per lineal foot of curb, which price shall be full compensation for all work described in this and other applicable parts of the specifications and shall include all materials, equipment, tools, labor and incidentals necessary to complete the work. 30 CONCRETE SIDEWALKS AND DRIVEWAYS 30.1 CONCRETE SIDEWALKS Concrete sidewalks shall be constructed to the line, grade and dimensions as shown on the plans or herein specified. Unless otherwise noted, all concrete sidewalks shall have fiber mesh reinforcement and have a minimum strength of 3000 p.s.i. at 28 days. Unless otherwise specified, all concrete sidewalks shall have a minimum width of four feet (4'). Concrete sidewalks shall have a minimum thickness of four inches (4"), except at driveway crossings where a minimum thickness of six inches (6") is required. Also, 6/6 X 10/10 welded wire mesh reinforcement is required for all sidewalk that crosses driveways. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Expansion joints shall be placed at intervals of not 101110 SectionIV.doc Page 54 of 127 10/11/2010 Section IV - Technical Specifications more than 100 hundred feet, and scoring marks shall be made every 5 feet. Concrete shall be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. 30.2 CONCRETE DRIVEWAYS Concrete driveways, whether new construction or replacement, shall be a minimum of six (6) inches in thickness with 6/6 x 10/10 welded wire mesh reinforcement and a minimum horizontal distance between expansion joints of no less than four (4) feet measured in any direction. The welded wire mesh shall be positioned in the middle to upper third of the placement. No compensation shall be given if the welded wire mesh is not properly placed. Concrete shall be poured only on compacted subgrade. In addition, all the requirements of City Articles 6, 7, and 8 shall also apply. The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of the placement of all concrete sidewalks and driveways. 30.3 BASIS OF MEASUREMENT The basis of measurement shall be the number of square feet of 4" concrete sidewalk, 6" concrete sidewalk, and 6" concrete driveways in place and accepted. 30.4 BASIS OF PAYMENT Payment shall be the unit price per square foot for each item as measured above, which price shall be full compensation for all work described in this section and other applicable parts of the specifications and shall include all materials, equipment, tools, welded wire mesh where required, labor and incidentals necessary to complete the work. 31 SODDING Unless otherwise noted herein, the contractor shall place all sod, either shown on the plans or at the direction of the Engineer, in conformance with Sections 575, 981, 982 and 983 of FDOT's Standard Specifications (latest edition). The area for sod application shall be loosened and excavated to a suitable depth and finished to a grade compatible with existing grass and structures. Sod shall be placed with edges in close contact and shall be compacted to uniform finished grade with a sod roller immediately after placement. In sloped areas, the sod shall be graded and placed so as to prohibit erosion and undermining of the adjacent sidewalk. No sod that has been cut for more than 72 hours can be used unless authorized by the Engineer in advance. The sod shall be thoroughly watered immediately after placement. The Contractor shall continue to water sod as needed and/or directed by the Engineer as indicated by sun exposure, soil, heat and rain conditions, to establish and assure growth, until termination of the contract. Dead sod, or sod not acceptable to the Engineer, shall be removed and replaced by the Contractor at no additional compensation. Any questions concerning the type of existing sod shall be determined by the Engineer. Unless otherwise noted on the plans, payment for sod (including labor, equipment, materials, placement, rolling, watering, etc.) shall be included in other bid items. Payment for these associated bid items may be withheld until the Contractor provides the City a healthy, properly placed stand of grass. When this work is given as a separate bid item, it shall cover all labor, equipment and materials, (including water) required for this work and shall be paid for on the 101110 SectionIV.doe Page 55 of 127 10/11/2010 Section IV -- Technical Specifications basis of each square foot in place and accepted. No payment for sod shall be made until the Contractor provides the City a healthy, properly placed stand of grass. 32 SEEDING Seed, or seed and mulch, shall only be used when specified for certain demolition projects. The seed and/or mulch shall be placed as called for on the plans in the following manner. The area to be seeded shall be brought to the required line and grade, fertilized and seeded in basic conformance with the latest edition of FDOT's Standard Specifications Sections 570, 981, 982 and 983. However, no wildflower seed shall be used, and Argentine Bahia Seed shall be used instead of Pensacola Bahia. No sprigging will be required. Also, the addition of 20 lb. of Rye Seed (to total 60 lb. of seed per acre) will be required during the stated periods. It is also required that the Contractor maintain said seed until growth is assured. When this work is given as a bid item, the item shall cover all labor, material, equipment (including water), required for this work, and shall be paid for on the basis of each square yard in place and accepted. If called for on the plans, but not shown as a bid item, then the cost of such work as stated above shall be included in the cost of other work. 33 STORM MANHOLES INLETS CATCH BASINS OR OTHER STORM STRUCTURES For details on specific design of a type of storm structure refer to Part B Index Numbers 200 to 235. When required, inlets, catch basins or other structures shall be constructed according to the plans and applicable parts of the specifications, Section Numbers 7, 8, & 9, and as approved by the Engineer. Said structures shall be protected and saved from damage by the elements or other causes until acceptance of the work. 33.1 BUILT UP TYPE STRUCTURES Manholes shall be constructed of brick with cast iron frames and covers as shown on the Index Numbers 201 and 202. Invert channels shall be constructed smooth and semi circular in shape conforming to inside of adjacent sewer section. Changes in direction of flow shall be made in a smooth curve of as large a radius as possible. Changes in size and grade of channels shall be made gradually and evenly. Invert channels shall be built up with brick and mortar on top of concrete base. The storm structure floor outside of channels shall be made smooth and sloped toward channels. Manhole steps shall not be provided. Joints shall be completely filled and the mortar shall be smoothed from inside of the manholes. The entire exterior of brick manholes shall be plastered with one half inch of mortar. Brick shall be laid radially with every sixth course being a stretcher course. In cases where a storm pipe extends inside a structure, the excess pipe will be cut off with a concrete saw and shall not be removed with a sledge hammer. 101110 SectioniV.doc Page 56 of 127 10/11/2010 ' Section 1V -- Technical Specifications 33.2 PRECAST TYPE ' The manhole base shall be set on a pad of dry native sand approximately five inches thick to secure proper seating and bearing. Precast Manholes and Junction Boxes: The Contractor may substitute precast manholes and ' junction boxes in lieu of cast in place units unless otherwise shown on the plans. Precast Inlets will not be acceptable. When precast units are substituted, the construction of such units must be in accordance with ASTM C 478, or the standard specifications at the manufacturers option. Precast structures must also meet the requirement that on the lateral faces, either inside or outside, the distance between precast openings for pipe or precast opening and top edge of precast structure be no less than wall thickness. A minimum of four courses of brick will be provided under manhole ring so that future adjustment of manhole lid can be accommodated. Manhole steps shall not be provided. Manhole using O ring between precast sections will not be acceptable for storm structures. 33.3 BASIS OF PAYMENT Payment for Junction Boxes, Manholes or other structures shall be on a unit basis. 34 MATERIAL USED This article deleted. See SECTION 111, ARTICLE 19 - MATERIAL USED. 35 CONFLICT BETWEEN PLANS AND SPECIFICATIONS This article deleted. See SECTION 111, ARTICLE 20 - CONFLICT BETWEEN PLANS AND SPECIFICATIONS. 36 STREET SIGNS The removal, covering or relocation of street signs by the Contractor is PROHIBITED. All street signs shall be removed, covered or relocated by the City's Traffic Engineering Division in accordance with Sections 700, 994, 995, and 996 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the City's Traffic Engineering Division a minimum of 24 hours in advance of the proposed sign relocation, covering or removal. ' 37 AUDIOIVIDEO RECORDING OF WORK AREAS 37.1 CONTRACTOR TO PREPARE AUDIO/VIDEO RECORDING Prior to commencing work, the Contractor shall have a continuous color audio/video recording taken along the entire length of the Project including all affected project areas. Streets, ' easements, rights-of-way, lots or construction sites within the Project must be recorded to serve as a record of a pre-construction conditions. ' 37.2 SCHEDULING OF AUDIOIVIDEO RECORDING The video recordings shall not be made more than twenty-one (21) days prior to construction in ' any area. 101110 SectionlV.doc Page 57 of 127 10/11/2010 Section 1V - Technical Specifications 37.3 PROFESSIONAL VIDEOGRAPHERS The Contractor shall engage the services of a professional videographer. The color audio videotapes shall be prepared by a responsible commercial firm known to be skilled and regularly engaged in the business of pre-construction color audio-video recording documentation. 37.4 EQUIPMENT All equipment, accessories, materials and labor to perform this service shall be furnished by the Contractor. The total audio video system shall reproduce bright, sharp, clear pictures with accurate colors and shall be free from distortion, tearing, rolls or any other form of imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity and be free from distortion and interruptions. In some instances, audio video coverage may be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking. 37.5 RECORDED INFORMATION, AUDIO Each recording shall begin with the current date, project name and be followed by the general location, i.e., viewing side and direction of progress. Accompanying the video recording of each video shall be a corresponding and simultaneously recorded audio recording. This audio recording, exclusively containing the commentary of the camera operator or aide, shall assist in viewer orientation and in any needed identification, differentiation, clarification, or objective description of the features being shown in the video portion of the recording. The audio recording shall also be free from any conversations. 37.6 RECORDED INFORMATION VIDEO All video recordings must continuously display transparent digital information to include the date and time of recording. The date information shall contain the month, day and year. The time information shall contain the hour, minutes and seconds. Additional information shall be displayed periodically. Such information shall include, but not be limited to, project name, contract number, direction of travel and the viewing side. This transparent information shall appear on the extreme upper left hand third of the screen. Camera pan, tilt, zoom-in and zoom out rates shall be sufficiently controlled such that recorded objects will be clearly viewed during videotape playback. In addition, all other camera and recording system controls, such as lens focus and aperture, video level, pedestal, chrome, white balance, and electrical focus shall be properly controlled or adjusted to maximize picture quality. The construction documentation shall be recorded in SP mode. 37.7 VIEWER ORIENTATION The audio and video portions of the recording shall maintain viewer orientation. To this end, overall establishing views of all visible house and business addresses shall be utilized. In areas where the proposed construction location will not be readily apparent to the videotape viewer, highly visible yellow flags shall be placed, by the Contractor, in such a fashion as to clearly indicate the proposed centerline of construction. When conventional wheeled vehicles are used as conveyances for the recording system, the vertical distance between the camera lens and the ground shall not exceed 10 feet. The camera shall be firmly mounted such that transport of the camera during the recording process will not cause an unsteady picture. 101110 SectionIV.doc Page 58 of 127 10/11/2010 37.8 LIGHTING Section IV -Technical Specifications ' All recording shall be done during time of good visibility. No taping shall be done during precipitation, mist or fog. The recording shall only be done when sufficient sunlight is present to properly illuminate the subjects of recording and to produce bright, sharp video recordings of ' those subjects. 37.9 SPEED OF TRAVEL ' The average rate of travel during a particular segment of coverage shall be directly proportional to the number, size and value of the surface features within that construction areas zone of influence. The rate of speed in the general direction of travel of the vehicle used during taping shall not exceed forty-four (44) feet per minute. 37.10 VIDEO LOG/INDEX ' All videotapes shall be permanently labeled and shall be properly identified by videotape number and project title. Each videotape shall have a log of that videotape's contents. The log shall describe the various segments of coverage contained on the video tape in terms of the names of ' the streets or location of easements, coverage beginning and end, directions of coverage, video unit counter numbers, engineering survey or coordinate values (if reasonably available) and the date. 37.11 AREA OF COVERAGE ' Tape coverage shall include all surface features located within the zone of influence of construction supported by appropriate audio coverage. Such coverage shall include, but not be limited to, existing driveways, sidewalks, curbs, pavements, drainage system features, ' mailboxes, landscaping, culverts, fences, signs, Contractor staging areas, adjacent structures, etc. within the area covered by the project. Of particular concern shall be the existence of any faults, fractures, or defects. Taped coverage shall be limited to one side of the Site, street, easement or ' right of way at any one time. 37.12 COSTS OF VIDEO SERVICES The cost to complete the requirements under this section shall be included in the contract items provided in the proposal sheet. There is no separate pay item for this work. ' 38 EROSION AND SILTATION CONTROL 38.1 STABILIZATION OF DENUDED AREAS t No disturbed area may be denuded for more than thirty (30) calendar days unless otherwise authorized by the City Engineer. During construction, denuded areas shall be covered by mulches such as straw, hay, filter fabric, seed and mulch, sod, or some other permanent vegetation. Within sixty (60) calendar days after final grade is established on any portion of a project site, that portion of the site shall be provided with established permanent soil stabilization measures per the original site plan, whether by impervious surface or landscaping. I 101110 5ectionIV.doc Page 59 of 127 10/11/2010 Section IV --'T'echnical Specifications 38.2 PROTECTION AND STABILIZATION OF SOIL STOCKPILES Fill material stockpiles shall be protected at all times by on-site. drainage controls which prevent erosion of the stockpiled material: Control of dust from such stockpiles may be required, depending upon their location and the expected length of time the stockpiles will be present. In no case shall an unstabilized stockpile remain after thirty (30) calendar days. 38.3 PROTECTION OF EXISTING STORM SEWER SYSTEMS During construction, all storm sewer inlets in the vicinity of the project shall be protected by sediment traps such as secured hay bales, sod, stone, etc., which shall be maintained and modified as required by construction progress, and which must be approved by the City Engineer before installation. 38.4 SEDIMENT TRAPPING MEASURES Sediment basins and traps, perimeter berms, filter. fences, berms, sediment barriers, vegetative buffers and other measures intended to trap sediment and/or prevent the transport of sediment onto adjacent properties, or into existing water bodies; must be installed, constructed, or, in the case of vegetative buffers, protected from disturbance, as a first step in the land alteration process. Such systems shall be fully operative and inspected by the City before any other disturbance of the site begins. Earthen structures including but not limited to berms, earth filters, dams or dikes shall be stabilized and protected from drainage damage or erosion within one week of installation. 38.5 SEDIMENTATION BASINS Areas of 3 acres or more shall be required to have temporary sedimentation basins as a positive remedy against downstream siltation and will be shown and detailed on construction plans. During development, permanent detention areas may be used in place of silt basins, provided they are maintained to the satisfaction of the City. The Contractor will be required to prohibit discharge of silt through the outfall structure during construction of any detention area and will be required to clean out the detention area before installing any permanent subdrain pipe. In addition, permanent detention areas must be totally cleaned out and operating properly at final inspection and at the end of the one year warranty period. When temporary sedimentation basins are used, they shall be capable at all times of contain-ing at least one (1) cubic foot of sediment for each one hundred (100) square feet of area tributary to the basin. Such capacity shall be maintained throughout the project. by regular removal of sediment from the basin. 38.6 WORKING IN OR CROSSING WATERWAYS OR WATERBODIES Land alteration and construction shall be minimized in both permanent and intermittent waterways and the immediately adjacent buffer of 25 feet from top of bank of the waterways and the buffer area whenever possible, and barriers shall be used to prevent access. Where in channel work cannot be avoided, precautions must be taken to stabilize the work area during land alteration, development and/or construction to minimize erosion. If the channel and buffer area are disturbed during land alteration, they must be stabilized within three (3) calendar days after the in channel work is completed. 101110 SectionIV.doc Page 60 of 127 10/11/2010 I' Section IV - Technical Specifications Silt curtains or other filter/siltation reduction devices must be installed on the downstream side of the in channel alteration activity to eliminate impacts due to increased turbidity. Wherever stream ' crossings are required, properly sized temporary culverts shall be provided by the contractor and removed when construction is completed. The area of the crossing shall be restored to a condition as nearly as possible equal to that which existed prior to any construction activity. 38.7 SWALES, DITCHES AND CHANNELS All swales, ditches and channels leading from the site shall be sodded within three (3) days of ' excavation. All other interior swales, etc., including detention areas will be sodded prior to issuance of a Certificate of Occupancy. 38.8 UNDERGROUND UTILITY CONSTRUCTION The construction of underground utility lines and other structures shall be done in accordance ' with the following standards: a. No more than 400 lineal feet of trench shall be open at any one time; b. Wherever consistent with safety and space consideration, excavated material shall be cast I' to the uphill side of trenches. Trench material shall not be cast into or onto the slope of any stream, channel, road ditch or waterway. 38.9 MAINTENANCE All erosion and siltation control devices shall be checked regularly, especially after each rainfall and will be cleaned out and/or repaired as required. 38.10 COMPLIANCE Failure to comply with the aforementioned requirements may result in a fine and/or more stringent enforcement procedures such as (but not limited to) issuance of a "Stop Work Order". City of Clearwater Standard Detail Drawings No. 601 and 607 are examples of accepted methods that may be used or required to control erosion and siltation. 101110 SectionlV.doc Page 61 of 127 10/11/2010 Section IV -- Technical Specifications City of Clearwater - Erosion Control This notice is to inform the prime contractor that the City of Clearwater holds them responsible for soil erosion control on their site. The City of Clearwater Engineering Department has the responsibility to minimize the amount of soil erosion into the City's streets, storm sewers and waterways. The construction of a new residence or commercial site and major remodeling of an existing site creates a potential for soil erosion. These instances are usually the result of contractors and subcontractors accessing the property with equipment or construction materials. Then rain storms redistribute the eroded soil into the adjacent streets, storm systems and waterways. When erosion takes place, a City Inspector will place a correction notice at the site. The procedure will be as follows: 1. st occurrence - Warning 2nd occurrence - $32 Re-inspection Fee 3rd occurrence - $80 Re-inspection Fee 4th occurrence - Stop Work Order Dependent on the severity of the erosion, the City's Engineering Department may elect to rectify the erosion problem and charge the contractor accordingly. The attached drawings and details are recommendations for the contractor to use as means to support the site from eroding. The contractor may elect to shovel and sweep the street daily or on an as needed basis. However, erosion must be held in check. If the contractor would like to meet with a City inspector on any particular site, please contact Construction Services at 562-4750 or Planning & Development Services at 562-4741. Erosion Control Required - City of Clearwater's Code of Ordinances requires erosion control on all land development projects. Erosion control must be in place and maintained throughout the job. Failure to do so may result in additional costs and time delays to the permit holder. Contact Engineering Department with specific questions at 562-4750. 101110 SectionlV.doc Page 62 of 127 10/11/2010 1 78 'U Ci. C/] U Op _ W C/? O 04 U W W Q Q O W W u0 w ? w O a UW t7A W ? ? W ? w O ? o m o?? O o u w a O O zo z zQQ 000 ox 0 O? U W W w te r =. Z?Z w w O ¢ O O O ? x F W a°i w CL i . O _ ? V] O ? r,/? a" bq ?i PC r,'•, ? W ? p d 3 -~ rs? (? fir- ? s9 rn ?UUa zo ? ?OU t? i N l ' t? T? Vl W V W W W U ? O a U A L7 z N ?w 0 22 o ;z , F ? O N U N O cz 7 3 0 a N r- 46 U N =s C U U U W W U Fyti w 0 O z 0 a O H ? A ao ?- z a., o 0 Q O N O .N. 4.. O M a U O b d Section 1V - Technical Specifications 39 UTILITY TIE IN LOCATION MARKING The tie in locations for utility laterals of water, sanitary sewer, and gas shall be plainly marked on the back of the curb. Marking placed on the curb shall be perpendicular with respect to the curb of the tie in location on the utility lateral. Marks shall not be placed on the curb where laterals cross diagonally under the curb. The tie in location shall be the end of the utility lateral prior to service connection. Markings shall be uniform in size and shape and colors in conformance with the code adopted by the American Public Works Association as follows: SAFETY RED Electric power, distribution & transmission Municipal Electric Systems HIGH VISIBILITY SAFETY YELLOW Gas Distribution and Transmission Oil Distribution and Transmission Dangerous Materials, Produce Lines, Steam Lines SAFETY ALERT ORANGE Telephone and Telegraph Systems Police and Fire Communications Cable Television SAFETY PRECAUTION BLUE Water Systems Slurry Pipe Lines SAFETY GREEN Sewer Systems LAVENDER RECLAIMED WATER WHITE PROPOSED EXCAVATION Marks placed on curbs shall be rectangular in shape and placed with the long dimension perpendicular to the flow line of the curb. Marks placed on valley gutter and modified curb shall be 6-inch x 3-inch and placed at the back of the curb. Marks placed on State Road and vertical curb shall be 4-inch X 2-inch and be placed on the curb face. 40 AWARD OF CONTRACT WORK SCHEDULE AND GUARANTEE This article not used. See SECTION 111, ARTICLE 24 - AWARD OF CONTRACT, WORK SCHEDULE AND GUARANTEE. 41 POTABLE WATERMAINS, RECLAIMED WATERMAINS AND APPURTENANCES 41.1 SCOPE The Contractor shall furnish all plant, labor, materials and equipment to perform all operations in connection with the construction of potable water mains, reclaimed water trains and appurtenances including clearing, excavation, trenching, backflling and clean up. 101110 SectionlV.doc Page 64 of 127 10/11/2010 Section IV - Technical Specifications 41.2 MATERIALS 41.2.1 GENERAL Materials, equipment and supplies furnished and permanently incorporated into the project shall be of first quality in every respect and shall be constructed and finished to high standards of workmanship. Materials shall be suitable for service intended, shall reflect modern design and engineering and shall be fabricated in a first class workmanlike manner. All materials, equipment and supplies shall be new and shall have not been in service at any time previous to installation, except as required in tests or incident to installation. Machined metal surfaces, exposed bearings and glands shall be protected against grit, dirt, chemical corrosion and other damaging effects during shipment and construction. 41.2.2 PIPE MATERIALS AND FITTINGS 41.2.2.1 DUCTILE IRON PIPE Ductile Iron Pipe shall be in accordance with ANSI/AWWA C151/A21.51 81 or latest revision. Pipe thickness class, wall thickness and working pressure shall conform to the following table: Size Class Thickness (In.) Rated Water Working Pressure (PSI) 4" 51 0.26 350 6" 50 0.25 350 8" 50 0.27 350 12" 50 0.31 350 The trench laying condition shall be Type 2, Flat bottom trench backfill lightly consolidated to centerline of pipe. Pipe shall be manufactured in accordance with ANSI/AWWA C 151 /A21.51 81 or latest revision. Pipe shall be asphalt coated on the outside and standard cement lined and sealed coated with approved bituminous seal coat in accordance with ANSI/AWWA C104/A21.4 80 or latest revision. 41.2.2.2 POLYVINYL CHLORIDE (PVC) PIPE ' Polyvinyl Chloride (PVC) Pipe 4-inch through 8-inch shall be in accordance with ANSI/AWWA C900 or latest revision and the American Society for Testing Materials (ASTM) Standard D 2241 and PVC Resin Compound conforming to ASTM Specification D 1784. ' Polyvinyl Chloride Pipe shall have the same O.D. as Cast and Ductile Iron Pipe and be compatible for use without special adapters with Cast Iron Fittings. Pipe dimension ratio, working pressure and laying length shall conform to the following table: 1 I I 101110 SectionlV.doc Page 65 of 127 10/1112010 II Section IV - Technical Specifications Size Dimension Ratio (OD/Thick.) Rated Water Working Pressure (PSI) Laying Length (Ft) 4 1.8 150 20 6 18 150 20. 8 18 150 20 Pipe larger than 8-inch shall be ductile iron. The City Engineer reserves the right to require the use of ductile iron in sizes 4-inch through 8-inch when needed due to laying conditions or usage. The bell of 4-inch and larger PVC pipe shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements ofASTM D 1869. Each length of pipe shall bear identification that will remain legible during normal handling, storage and installation and so designate the testing agency that verified the suitability of the pipe material for potable water service. All polyvinyl chloride pipe shall be laid with two (2) strands of insulated 12 gauge A.W.G. solid strand copper wire taped to the top of each joint of pipe with about 18-inches between each piece of tape. It is to be installed at every valve box through a 2-inch PVC pipe to 12-inches minimum above the top of the concrete slab. The 2-inch PVC pipe shall be the same length as the adjustable valve box, and the 2-inch PVC pipe shall be plugged with a 2-inch removable brass plug with recessed nut. This wire is to be continuous with splices made only by direct bury 3M brand splice kit approved by the Engineer. This wire is to be secured to all valves, tees and elbows. 41.2.2.3 FITTINGS AND JOINTS Fitting from 4-inch through 16-inch in size will be compact ductile iron cast in accordance with ANSI/AWWA C153/A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSI/AWWA C 153/A 21.53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with require requirements of ANSI/AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSI/AWWA CHI/A 21.11. When reference is made to ANSI/AWWA Standards, the latest revisions apply. Only those fittings and accessories that are of domestic (USA) manufacture will be acceptable. 41.2.2.4 RESTRAINT Restraint of plugs, caps, tees, bends, etc., shall be accomplished by the use of approved mechanical restraining rings or glands installed per manufacturers recommendations. Hydrants shall be restrained by the use of swivel connecting joints. Restraining mechanical joint glands on hydrants shall be used only where hydrant runout length precludes the use of swivel joint connectors. 41.2.2.5 PIPE WITHIN CASING All pipe placed within casings shall be slip joint ductile iron restrained by the use of restraining gaskets designed for use with the particular joint being installed and have properly sized casing spacers (Cascade Series) installed on the pipe so that the pipe will be centered within the casing. 101110 SectionIV.doc Page 66 of 127 10/11/2010 Section 1V - Technical Specifications Each end of the casing shall be properly sealed to prevent the intrusion of soil, water, or debris within the casing itself. It shall be sealed by brick and mortar, cement or any approved method by the Engineer. 41.2.3 GATE VALVES Discs of valves shall be operated by methods which will allow operation in any position with respect to the vertical. Gate valves for interior piping or exposed above grade outside structures, shall be handwheel operated with rising stems. Valves 4-inches and larger, buried in earth shall be equipped with 2-inch square operating nuts, valve boxes and covers. Valves shall be fitted with joints suitable for the pipe with which they are to be used. The direction of opening for all valves shall be to the left (counter clockwise). Pressure Rating: Unless otherwise shown or specified, valves for high pressure service shall be rated at not less than 150 psi cold water, nonshock. The manufacturer's name and pressure rating shall be cast in raised letters on the valve body. Installation: Installation shall be in accordance with good standard practice. Exposed pipelines shall be so supported that their weight is not carried through valves. Two Inch Diameter and smaller: Not allowed. These should be approved ball valves. Three Inch Diameter: Not allowed. Four Inch to Sixteen Inch Diameter: Gate Valves, 4 to 16-inch diameter, inclusive, shall be resilient seated gate valves encapsulated with EPDM Rubber in conformance with ANSI/A.W.W.A. Standard Specification C509-515 latest revision. These valves shall include the following features consistent with C509-515, full opening unobstructed waterway, zero leakage at 200 p.s.i. differential pressure, all internal parts removable from bonnet without removing body from pressure main, corrosion resistent bronze or stainless steel nonrising stem with O ring bonnet seal with epoxy coated inside and outside cast iron or ductile iron valve body.. Larger than Sixteen Inch Diameter: Gate valves larger than 16-inch shall be suitable for the service intended and shall be resilient seated gate valves encapsulated with EPDM rubber in conformance with ANSI/AWWA. These valves shall include the following features consistent with C509-80, full opening unobstructed waterway, zero leakage at 200 psi differential pressure. All valves shall be equipped with steel cut bevel gears, extended type gear case and rollers, bronze or babbitt tracks and scrapers and valved by-pass. 41.2.4 VALVE BOXES Valve boxes shall be of standard extension design and manufacture and shall be made of cast iron. No PVC Risers or Derisers are allowed as part of a valve box assembly. They are to be 3- piece valve box assembles. The lower part of the assembly can be ordered in various heights to accommodate different depths. Suitable sizes of valve boxes and extension pieces shall be provided where shown. The valve box cover shall be of cast iron. Valve boxes and their ' installation shall be included in the bid price for valves. Refer to City Index No. 402; Sheet I of 5 & Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet I of 2 & Sheet 2 of 2 for reclaimed water valve boxes and pad detail. 1 101110 SectionlV.doc Page 67 of 127 10/11/2010 11 Section IV - Technical Specifications 41.2.5 HYDRANTS No other hydrants, other than those listed below, may be used in extension to or replacement of the City of Clearwater potable water system: • Kennedy Guardian W 81D Fire Hydrant, • Mueller Super Centurion 25 Fire Hydrant + AVK Nostalgic 2780. + American Darling B-84-B. No substitutions shall be allowed without the approval of the City of Clearwater. Above hydrants shall be in accordance with the latest revision of the AWWA Specification C 502 and include the following modifications: 1. All shipments to be palletized and tailgate delivery. 2. Hydrants shall conform to A.W.W.A. Standard C-502 latest revision and must be UL/FM listed. 3. Hydrants shall be of the compression type, closing with line pressure. 4. The operating threads will be contained in an operating chamber sealed at the top and bottom with an O-ring seal. The chamber will contain a lubricating grease or oil. 5. Hydrants shall be of the traffic model breakaway type, with the barrel made in two sections with the break flange located approximately 2-inch above the ground line. Breakaway bolts not allowed. 6. Operating nut shall be of one-piece bronze or ductile iron construction. 7. A dirt shield shall be provided to protect the operating mechanism from grit buildup and corrosion due to moisture. 8. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Operating nut shall be a 47 (1-1/2-inch) pentagon nut. 10. Nozzles shall be of the tamper resistant, 1/4 turn type with O-ring seals or threaded into upper barrel. Nozzles shall be retained with a stainless steel locking device. 11. The main valve shall be of EPDM solid rubber. 12. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with 0- rings to seal the barrel from leakage of water in the shoe. 13. The main valve stem will be 304 or higher grade stainless steel and made in two sections with a breakable coupling. 14. Hydrant shall have a 6-inch Mechanical Joint epoxy lined elbow, less accessories. 15. Hydrant shall have a 5-1/4-inch valve opening, and shall be a left hand operation to open 16. Hydrant shall be without drains. 17. Hydrant shall have two (2) 2-1/2-inch hose nozzles and one (1) 4-1/2-inch pumper nozzle. Threads shall be in accordance with the National Standard Hose Coupling Thread Specifications. 101110 SectionIV.doc Page 68 of 127 10/11/2010 Section IV - Technical Specifications 18. Hydrant body shall have a factory finish of yellow paint. All paints shall comply with AWWA standard C-502-85 or latest revision. All hydrants will be shop tested in accordance with the latest AWWA Specification C 502. Constrained joint assemblies shall be used which have bolted mechanical and swivel joints from the hydrant tee through to the hydrant. Constrained joints shall absorb all thrust and prevent movement of the hydrant. All hydrants shall be provided with an auxiliary gate valve so that the water to the hydrant may be shut off without the necessity of closing any other valve in the distribution system. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. M 41.2.6 SERVICE SADDLES ' Service saddles shall be used on all service taps to 4-inch P.V.C. water main. The largest service connection allowable on 4-inch main shall be 1-1/2-inch. Service saddles shall be used on all 2- inch service connections to 6-inch and larger mains. Service saddles (JCM 406 series or Ford FC ' 202 series) shall be wide bodied ductile iron with epoxy or nylon coating and shall have stainless steel straps. 1 41.2.7 TESTS, INSPECTION AND REPAIRS 1. All materials shall be tested in accordance with the applicable Federal, ASTM or AWWA Specification and basis of rejection shall be as specified therein. Certified copies of the tests shall be submitted with each shipment of materials. 2. All materials will be subject to inspection and approved by the Engineer after delivery; and no broken, cracked, misshapen, imperfectly coated or otherwise damaged or unsatisfactory material shall be used. 3. All material found during the progress of the work to have cracks, flaws, or other defects shall be rejected and promptly removed from the site. 4. If damage occurs to any pipe, fittings, valves, hydrants or water main accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. 41.2.8 BACKFLOW PREVENTERS The City of Clearwater owns and maintains all backflow prevention devices that are installed within their system. Therefore, any and all devices must be purchased from the City and installed by City work forces. Backflow prevention devices installed on customer's service lines at the point of delivery (service connection) shall be of a type in accordance with AWWA specification C506 or latest revision. Two (2) different types of backflow prevention devices are allowed. Type of device, when required, is determined by the degree of hazard presented to the municipal water system from possible backflow of water within the customers private system. The types of devices allowed are: 101110 ScctionIV.doc Page 69 of 127 10/11/2010 Section IV -Technical Specifications 1. Double Check Valve Assembly a device composed of two single, independently acting, approved check valves, including tightly closing shutoff valves located at each end of the assembly and suitable connections for testing the watertightness of each check valve. 2. Reduced pressure principle backflow prevention device a device containing a minimum of two independently acting, 'approved check valves, together with an automatically operated pressure differential relief valve located between the two check valves. The unit must include tightly closing shutoff valves located at each end of the device, and each device shall be fitted with properly located test cocks. 41.2.9 TAPPING SLEEVES Steel body tapping sleeves shall be JCM Industries Inc., JCM 412 or Smith-Blair 622. All steel body tapping sleeves shall have heavy welded ASTM A 285, Grade C steel body, stainless steel bolts, manufacturer's epoxy coated body, and 3/4-inch bronze test plug. 41.2.10 BLOW OFF HYDRANTS Blow offs are not allowed. 41.3 CONSTRUCTION 41.3.1 MATERIAL HANDLING 1. Pipe, fittings, valves, hydrants and accessories shall be loaded and unloaded by lifting with hoists or skidding so as to avoid shock or damage. Under no circumstances shall such materials be dropped. Pipe handled on skidways shall not be skidded rolled against pipe already on the ground. 2. Pipe shall be so handled that the coating and lining will not be damaged. If, however, any part of the coating or lining is damaged, the repair shall be made by the Contractor at his expense in a manner satisfactory to the Engineer. 3. In distributing the material at the site of the work, each piece shall be unloaded opposite or near the place where it is to be laid in the trench. 41.3.2 PIPE LAYING 41.3.2.1 ALIGNMENT AND GRADE The pipe shall be laid and maintained to the required lines and grades with fittings, valves and hydrants at the required locations, spigots centered in bells; and all valves and hydrant stems plumb. All pipe installed shall be pigged and properly blown off before any pressure testing and sterilization of the pipe can be completed. The depth of cover over the water main shall be a minimum of 30-inches and a maximum of 42- inches below finished grade, except where approved by the Engineer to avoid conflicts and obstructions. Whenever obstructions not shown on the plans are encountered during the progress of the work and interfere to such an extent that an alteration of the plans is required, the Engineer shall have the authority to change the plans and order a deviation from the line and grade or arrange with the Owners of the structures for the removal, relocation, or reconstruction of the obstructions. 101110 SectionIV.doc Page 70 of 127 10/11/2010 ' 41.3.2.2 INSTALLATION Section 1V -Technical Specifications Proper implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient performance of the work. All pipe, fittings, valves and hydrants shall be carefully lowered into the trench piece by piece by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped in the trench. If damage occurs to any pipe, fittings, valves, hydrants or accessories in handling, the damage shall be immediately brought to the Engineer's attention. The Engineer shall prescribe corrective repairs or rejection of the damaged items. ' All pipe and fittings shall be carefully examined for cracks and other defects while suspended above the trench immediately before installation in final position. Spigot ends shall be examined with particular care as this area is the most vulnerable to damage from handling. Defective pipe ' or fittings shall be laid aside for inspection by the Engineer who will prescribe corrective repairs or rejection. All lumps, blisters, and excess coating shall be removed from the bell and spigot end of each ' pipe, and the outside of the spigot and the inside of the bell shall be wire brushed and wiped clean and dry and free from oil and grease before the pipe is laid. Pipe joints shall be made up in accordance with the manufacturer's recommendations. ' Every precaution shall be taken to prevent foreign material from entering the pipe while it is being placed in the line. If the pipe laying crew cannot put the pipe into the trench and in place ' without getting earth into it, the Engineer may require that, before lowering the pipe into the trench, a heavy, woven canvas bag of suitable size shall be placed over each end and left there until the connection is to be made to the adjacent pipe. During laying operation, no debris, tools, clothing or other materials shall be placed in the pipe. As each length of pipe is placed in the trench, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material tamped under it except at the bells. Precautions shall be taken to prevent dirt from entering the joint space. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a ' watertight plug or other means approved by the Engineer. The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or cement lining and so as to leave a smooth end at right angles to the axis of the pipe. Pipe shall be laid with bell ends facing in the direction of laying unless directed otherwise by the ' Engineer. Where pipe is laid on the grade of 10 per cent or greater, the laying shall start at bottom and shall proceed upward with the bell ends of the pipe upgrade. Wherever it is necessary to deflect pipe from a straight line, either in the vertical or horizontal ' plane to avoid obstructions or to plumb stems; or where long radius curves are permitted, the amount of deflection allowed shall not exceed that allowed under the latest edition of ANSI/AWWA C600-82 and C900 81 or latest revisions. No pipe shall be laid when, in the opinion of the Engineer, trench conditions are unsuitable. I I 101110 SectionIV.doc Page 71 of 127 . 10/11/2010 Section 1V - Technical Specifications 41.3.3 SETTING OF VALVES, HYDRANTS AND FITTINGS 41.3.3.1 GENERAL Valves, hydrants, fittings, plugs and caps shall be set and joined to pipe in the manner specified above for installation of pipe. 41.3.3.2 VALVES Valves in water mains shall, where possible, be located on the street property lines extended unless shown otherwise on the plans. All valves shall be installed at the tee in all cases, not to exceed 18-inches from the main line. The valve box shall not transmit any shock or stress to the valve and shall be centered and plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or such other level as may be directed. Refer to City Index No. 402; Sheet 1 of 5 & Sheet 2 of 5 for potable water valve pad detail, and City Index No. 502; Sheet 1 of 2 & Sheet 2 of 2 for reclaimed water valve box and pad detail. 41.3.3.3 HYDRANTS Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. All hydrants located 10-feet of more from the main shall have a gate valve at the main and another gate valve at the hydrant location. No valve can be located anywhere in the hydrant run to circumvent the use of two valves. Refer to City Index No. 402; Sheet 5 of 5 for potable water hydrants. No hydrants shall be installed on the reclaimed water system unless approved by the City of Clearwater's Engineering Department. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb. Hydrants shall be set to the established grade, with nozzles as shown or as directed by the Engineer. Each hydrant shall be connected to the main with a 6-inch ductile iron branch controlled by an independent 6 inch gate valve. 41.3.3.4 ANCHORAGE Movement of all plugs, caps, tees, bends, etc., unless otherwise specified shall be prevented by attaching approved mechanical restraining rings or glands and installed per manufacturers recommendations. Hydrants shall be held in place with restrained swivel joints. Restraining mechanical joint glands on hydrants may be used where hydrant runout length precludes the use of hydrant connecting swivel joints. Where special anchorage is required, such anchorage shall be in accordance with details shown on the plans. 41.3.4 CONNECTIONS TO EXISTING LINES Where shown on the plans or directed by the Engineer, the water lines constructed under this contract shall be connected to the existing lines now in place. No such connection shall be made until all requirements of the specifications as to tests, flushing, and sterilization have been met and the plan of the cut in to the existing line has been approved by the Engineer. 101110 SectionlV.doe Page 72 of 127 10/11/2010 Section IV - Technical Specifications Where connections are made between new work and existing work, the connections shall be made in a thorough and workmanlike manner using proper materials and fittings to suit the actual conditions. All fittings shall be properly sterilized and pipe will be properly swabbed before connections to existing facilities. All connections to existing facilities will be completed under the supervision of the City of Clearwater Water Division. 41.4 TESTS 41.4.1 HYDROSTATIC TESTS After installation of water mains, complete with all associated appurtenances including service taps, all sections of newly laid main shall be subject to a hydrostatic pressure test of 150 pounds per square inch for a period of two (2) hours and shall conform to AWWA C600 latest revision. All mains shall be pigged and flushed to remove all sand and other foreign matter before any hydrostatic test can or will be performed. The pressure test shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. The pump, pipe connection and all necessary apparatus, together with operating personnel, shall be furnished by the Contractor at his expense. The Contractor shall make all necessary taps into the pipe line. The Owner will furnish the water for the test. Before applying the test pressure, all air shall be expelled from the pipe line. 41.4.2 NOTICE OF TEST The Contractor shall give the City of Clearwater's Owner Representative 48-hours advance notice of the time when the installation is ready for hydrostatic testing. 41.5 STERILIZATION Before the system is put into operation, all water mains and appurtenances and any item of new construction with which the water comes in contact, shall be thoroughly sterilized in accordance with AW WA C651. 41.5.1 STERILIZING AGENT The sterilizing agent shall be liquid chlorine, sodium hypochlorite solution conforming to Federal Specification 0 S 602B, Grade D, or dry hypochlorite, commonly known as "HTH" or "Perchloron". 41.5.2 FLUSHING SYSTEM Prior to the application of the sterilization agent, all mains shall be thoroughly flushed. Flushing shall continue until a clean, clear stream of water flows from the hydrants. Where hydrants are not available for flushing, such flushing shall be accomplished at the installed blow off devices generally at the ends of the lines. 41.5.3 STERILIZATION PROCEDURE All piping, valves, fittings and all other appurtenances shall be sterilized with water containing a minimum chlorine concentration of 75 ppm at any point in the system. This solution shall then remain in the distribution system for a minimum contact period of eight (8) hours and never more than 24 hours before it is flushed out. All valves in the lines being sterilized shall be opened and closed several times during the contact period. 101110 SectionIV.doc Page 73 of 127 10/11/2010 Section 1V - Technical Spccifications 41.5.4 RESIDUAL CHLORINE TESTS After the sterilization outlined above has been accomplished, flushing shall continue until free residual chlorine tests not less than 0.2 ppm nor more than 3.0 ppm. Residual chlorine test shall be in accordance with standard methods using a standard DPD test set. 41.5.5 BACTERIAL TESTS After the water system has been sterilized and thoroughly flushed as specified herein, City of Clearwater Water Division or the Owner's Representative personnel shall take samples of water from remote points of the distribution system in suitable sterilized containers. The City shall forward the samples to a laboratory certified by the Florida State Board of Health for bacteria] examination in accordance with AWWA C65 L If tests of such samples indicate the presence of coliform organisms, the sterilization as outlined above shall be repeated until tests indicate the absence of such pollution. The bacterial tests shall be satisfactorily completed before the system is placed in operation and it shall be the Contractor's responsibility to perform the sterilization as outlined above. If methods of sterilization differ materially from those outlined above, such methods shall be in accordance with directives of the Florida State Board of Health and all methods employed shall have the approval of that agency. Definite instructions as to the collection and shipment of samples shall be secured from the laboratory prior to sterilization and shall be followed in all respects. The City of Clearwater shall secure clearance of the water main from the Florida Department of Environmental Protection before the water distribution system is put into operation. 41.6 MEASUREMENT AND PAYMENT 41.6.1 GENERAL Bids must include all sections and items as specified herein and as listed on the Bid Form. Payment for the work of constructing the project will be made at the unit price or lump sum payment for the items of work as set forth in the Bid, which payment will constitute full compensation for all labor, equipment, and materials required to complete the work. No separate payment will be made for the following items and the cost of such work shall be included in the applicable pay items of work: • Clearing and grubbing • Excavation, including necessary pavement removal • Shoring and/or dewatering • Structural fill • Backfill • Grading • Tracer wire • Refill materials • Joints materials • Tests and sterilization • Appurtenant work as required for a complete and operable system. 101110 SectionlV.doc Page 74 of 127 10/11/2010 Section IV - Technical Specifications 41.6.2 FURNISH AND INSTALL WATER MAINS 41.6.2.1 MEASUREMENT The quantity for payment shall be the actual number of feet of pipe of each size and type satisfactorily furnished and laid, as measured along the centerline of the completed pipe line, including the length of valves and fittings. 41.6.2.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials and equipment, and constructing the water mains complete and ready for operation. 41.6.3 FURNISH AND INSTALL FITTINGS 41.6.3.1 MEASUREMENT The quantity for payment will be the number of tons, or decimal part thereof, of ductile iron fittings satisfactorily furnished and installed. Fitting weights shall be based on weights stamped on the body of the fitting, provided such weights do not exceed the theoretical weights by more than the tolerances permitted in ANSI/AWWA CII0/A 21.10 82, latest revision, in which case, the weight will be based upon the theoretical weight plus the maximum tolerance. 41.6.3.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, materials, and equipment required to furnish and install ductile iron fittings. 41.6.4 FURNISH AND INSTALL GATE VALVES COMPLETE WITH BOXES AND COVERS 41.6.4.1 MEASUREMENT The quantity for payment shall be the number of gate valves of each size satisfactorily furnished and installed. 41.6.4.2 PAYMENT Payment of the applicable unit price for each size shall be full compensation for furnishing all plant, labor, material and equipment and installing the valve complete with box and cover. 41.6.5 FURNISH AND INSTALL FIRE HYDRANTS 41.6.5.1 MEASUREMENT The quantity for payment shall be the number of fire hydrants satisfactorily furnished and installed. The only hydrants allowed to be installed in the City of Clearwater utilities system are listed in Section 41.2.5. No exceptions. 41.6.5.2 PAYMENT Payment of the applicable unit price shall be full compensation for furnishing all plant, labor, material and equipment and installing the fire hydrant complete including necessary thrust 101110 SectionIV.doc Page 75 of 127 10/11/2010 Section 1V - Technical Specifications anchorage, 6-inch pipe between the main and the hydrant and gate valve and valve box on the hydrant lead. 42 GAS SYSTEM SPECIFICATIONS This article not applicable. 43 TENNIS COURTS 43.1 PAVED TENNIS COURTS 43.1.1 SOIL TREATMENTS All soil under courts shall be treated with DSMA 184 at the rate of 2 pounds active ingredient per 1,000 square foot. Materials shall be brought to the job site in tagged containers. Tags shall be retained and turned into the Engineer's Office. 43.1.2 BASE COURSE Base Course shall be Limerock 6" thick after compaction. Specifications for the base shall be the same as those for Limerock in Section IV - Article 22 of the City of Clearwater Technical Specifications. Subgrade stabilizing will not be required. Surface shall be cut to within 1/2" of true grade in preparation of V leveling course. Prior to applying prime coat, surface shall be approved by the Engineer. 43.1.3 PRIME COAT The material used for prime coat shall be cut-back Asphalt Grade RC-70 or RC-250 and shall conform to Section 300 of the Florida State Department of Transportation's "Standard Specifications for Road and Bridge Construction". 43.1.4 LEVELING COURSE A.Leveling Course shall be a minimum of I " of Type S-III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Leveling Course shall be constructed running East and West. Finish surface of leveling course shall not vary more than 1/4" when checked with a 10 foot straight edge. If a deficiency of more than %" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.5 SURFACE COURSE Surface course shall be a minimum of V of Type S-III Asphaltic Concrete as specified in Section 331 of FDOT's Standard Specification (latest edition). The Surface Course shall be constructed running North and South. Finish surfaces shall not vary more than 1/4" in 10 feet. Prior to application of color coat, surface shall be checked for low areas by flooding the surface with water. Low areas shall be patched as approved by the Engineer prior to application of the color coat. No areas which retain water will 101110 SeetionIV.doe Page 76 of 127 10/11/2010 Section IV - Technical Specifications be approved. If a deficiency of more than '/4' exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. 43.1.6 COLOR COAT 43.1.6.1 MATERIALS Materials used in the patching and color coating of Tennis Courts shall be manufactured specifically for Tennis Court Application. All materials must be approved by the Engineer prior to the start of construction. Request for approval of coating materials may be submitted prior to the opening of bids. In requests for approval, the Contractor shall present manufacturer's literature along with the name, address, and date of three previous Tennis Court applications of the proposed material. 43.1.6.2 CONSTRUCTION ¦ 43.1.6.2.1 SURFACE PREPARATION The surface to be coated must be sound, smooth, and free from loose dirt or oily materials. Prior to the application of surfacing materials, the entire surface should be checked for minor depressions or irregularities. If it is determined that minor corrections are necessary, the ' Contractor shall make repairs using approved tack coat and/or patching mix in accordance with manufacturer's recommendations for use. After patching the surface shall not vary more than 1/8" in ten feet in any direction. If a ' deficiency of more than 1/8" exists, the Engineer will determine if the surface should be leveled or removed and replaced. Such remedial work shall be without compensation. ' In order to provide a smooth, dense underlayment of the finish course, one or more applications of resurfacer or patch mix shall be applied to the underlaying surface as deemed necessary by the Engineer. Asphaltic concrete Surface Course with a smooth tight mix and no ponding, will not ' require the resurfacing or patching mix. Asphaltic Concrete Surface Course which is course and rough or is ponding water will require the use of the resurfacer or patch mix. No applications shall be covered by a succeeding application until thoroughly cured. 43.1.6.2.2 FINISH COLOR COURSE The finish course shall be applied to a clean, dry surface in accordance with the manufacturer's ' directions. A minimum of two applications of color coat will be required. Texture of cured color coat is to be regulated in accordance with manufacturer's ' recommendations to provide a medium speed surface for tennis play. The color of application shall be dark green for the regulation double's playing area and red for all other others. ' The finished surface shall have a uniform appearance and be free from ridges and tool marks. 43.1.6.3 PLAYING LINES ' Forty-eight (48) hours minimum after completion of the resurfacing, 2 inch wide playing lines shall be accurately located, marked and painted with approved. marking paint. 101110 SectionlV.doc Page 77 of 127 10/11/2010 Section TV - Technical Specifications 43.1.6.4 WEATHER LIMITATIONS No parts of the construction involving Tennis Court surfacing or patching products shall be conducted during rainfall, or when rainfall is imminent or unless the air temperature is at least 50 Degree's F and rising. NOTE: The Contractor shall notify the Project Inspector a minimum or 24 hours in advance of all base and. asphalt related work. 43.2 CLAY TENNIS COURTS 43.2.1 GENERAL 43.2.1.1 SCOPE The Contractor shall furnish all labor, materials and equipment necessary for the installation of clay tennis court(s) as set forth in these specifications and /or the construction drawings. The scope of work is indicated on drawings and specified herein. Basis of design for clay courts with sub-surface irrigation system is Hydrogrid Tennis, Inc. or prior approved equal. 43.2.1.2 CONTRACTOR QUALIFICATIONS The Owner may make such investigation as he deems necessary to determine the ability of the Bidder to perform the work and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigations of such Bidders fail to satisfy the owner that such Bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated herein within the time limit agreed upon. Factors to be considered in. awarding the Bid shall include the successful completion of similar sub-surface irrigation clay tennis court installations of like value, scope, size and quality as this project, with in the last five (5) years. The Owner desires to award this contract to firms that have been in business for a minimum of five (5) years. The qualifications and experience of the personnel assigned to the project will be a determining factor in the award of the Bid. 43.2.1.3 STANDARDS The Contractor shall perform all work in a thorough, workmanlike manner and conform to standards for tennis court construction as prescribed or approved by the United States (Lawn) Tennis Association and the United States Tennis Court and Tract Builders Association. The Contractor shall construct the tennis courts with laser guided equipment. 43.2.1.4 BUILDING PERMITS AND TAXES The Contractor shall secure all construction permits required by law, the City of Clearwater will waive all permit fees. 43.2.1.5 COURT LAYOUT The Owner shall establish two horizontal control points and a construction bench mark. The Contractor shall locate the four corners of each battery and shall layout the courts in conformance with the specifications and drawings. 101110 SectionlV.doc Page 78 of 127 10/11/2010 ' Section 1V - Technical Specifications 43.2.1.6 BUILDING REQUIREMENTS The Owner shall provide and maintain reasonable access to the construction site, as well as an area adjacent to the site for storage and preparation of materials. Adequate water outlets within fifty (50) feet of the site shall be provided. ' 43.2.1.7 SCHEDULE The Owner desires to award the contract to firms who will complete this project in a reasonable time schedule. Consideration in awarding this bid will be given to firms who may commence and complete the project within a reasonable period of time after award of the bid. The Owner, in its sole discretion, will determine the reasonable schedule standard as it relates to the "Notice to .? Proceed." 43.2.2 SITE PREPARATION 43.2.2.1 SUITABILITY The Contractor shall examine the site to determine its suitability for installation of the courts. i 43.2.2.2 DEMOLITION The contractor shall demo the existing tennis courts, remove the existing ten (10) foot high fence surrounding the tennis courts and all underground utilities within the limits of the construction area. Utilities extending outside the construction limits shall be capped and terminated. The existing tennis courts shall be ground into millings suitable to be mixed into the sub-grade at the proposed location of the new clay tennis courts. Any sub-grade material beneath the existing tennis courts not suitable for planting beds shall be removed and also utilized as sub-grade material beneath the new courts. All demolition materials not utilized in construction of the new courts shall be removed and disposed from the project site. The Contractor shall provide documentation of any recycled materials. 43.2.2.3 SUB-GRADE The sub-grade shall be graded to a tolerance of plus or minus one (1) inch of the final sub-grade elevation. The sub-grade shall be graded level. A compaction to a density not less than 95% of ' the maximum standard density as determined by AASHTO T-180 is required. The Contractor shall provide documentation of testing to the Owner. 43.2.2.4 FINAL GRADE The final grades outside the tennis court areas and within the construction limits shall be graded to a tolerance of plus or minus one (1) inch of the final grade elevations with positive drainage away from tennis courts and towards drainage swales or outfall structures. A compaction to a density not less than 95% of the maximum standard density as determined by AASHTO T 180 is required. The contractor shall provide documentation of testing to the Owner. 43.2.3 SLOPE 43.2.3.1 SLOPE REQUIREMENTS Rate and direction of slope of the finished surfaces shall be one (1) inch in forty (40) feet, all in one plane, as indicated on the drawings. 101110 SectionIV.doc Page 79 of 127 10/11/2010 Section IV -Technical Specifications 43.2.4 BASE CONSTRUCTION 43.2.4.1 LINER Two layers of 6 mil construction plastic shall be installed over the sub-grade surface with a minimum overlap of five (5) feet where pieces are joined. Use only materials that are resistant to deterioration when tested in accordance with ASTM E 154, as follows: a. Polyethylene sheet, Construction Grade. 43.2.4.2 BASE COURSE The base course shall consist of six (6) inches of porous base material as supplied by Quality Aggregate of Sarasota Florida. The surface of the base course shall be smooth and even, and it shall be within one-quarter (1/4) inch of the established grade. 43.2.4.3 IRRIGATION SYSTEM Perforated pipe shall be installed in trenches in the base course. These trenches shall be in on four (4) foot centers and shall be run perpendicular to the slope of the court. The pipe shall be two and one-quarter (2-1/4) inch diameter with a nylon needle punched sock surrounding the pipe. Six (6) water control canisters shall be installed per court with each canister controlling five (5) grid pipe trenches. Provide all required controls systems time clocks; float switches, control wiring and solenoids, etc. for a complete sub-surface irrigation system. 43.2.5 PERIMETER CURBING 43.2.5.1 CURB Brick curb shall be installed around the entire perimeter of the court area with an elevation of one-quarter (1/4) to one-half (1/2) inch above the finished screening course elevation. 43.2.6 SURFACE COURSE 43.2.6.1 COURT SURFACE A surface course of ISP Type 11 Aquablend or Lee Hyroblend tennis court material shall be installed over the screening course to a compacted depth of one (1) inch. The Aqua/Hydroblend material shall be watered to its full depth immediately after leveling and then compacted by rolling with a tandem roller weighing 600 to 1000 pounds. The finished surface shall not vary from specified grade by more than one-eighth (1/8) inch. 43.2.7 ROOT BARRIER Root barrier (geo-tech fabric) eighteen (18) inches height shall be placed in a trench on the outside edge of the perimeter curbing eighteen (18) inches in depth with herbicide coating buttons to prevent plant root systems in entering the sub-surface base course of the clay tennis courts. 101110 SectionIV.doc Page 80 of 127 10/11/2010 43.2.8 FENCING 43.2.8.1 DESIGN Section 1V -Technical Specifications The contractor shall provide a total color coated fencing system as indicated on drawings and described herein. All components: frames, fabric and fittings shall be black. Basis of Design Ameristar HT-25 or prior approved equal subject to strict compliance with Ameristar published specification. 43.2.8.2 POSTS All posts shall be a minimum 2-1/2" Ameristar HT-25 pipe; top rails 1-5/8" Ameristar HT-25 pipe with manufacturers standard "Permacoat" color system. 43.2.8.3 FENCE FABRIC Fence Fabric shall be 1-3/4" #6 gauge mesh throughout, manufactures standard galvanized wire with PVC coating. All fabric to be knuckled on both selvages. 43.2.8.4 GATES Provide gates at locations indicated. At service gates, provide a keeper that automatically engages gate life and holds it in the open position until manually released. Provide gate stops for double gates consisting of a mushroom-type flush plate with anchors, set in concrete, and designed to engage a center drop rod or plunger-bar. Include a locking device and padlock eyes as an integral part of the latch, permitting both gate leaves to be locked with a single padlock. Provide latch, fork type or plunger-bar type to permit operation from either side of gate, with padlock eye as an integral part of the latch. Gate Hinges - Size and material to suit gate size, non-lift-off type, and offset to permit 180-degree gate opening. Provide one and one-half (1-1/2) pair of hinges for each leaf over six (6) foot nominal height. 43.2.9 WINDSCREENS The contractor shall provide nine (9) foot high windscreens at all ten (10) foot high fencing. Basis of design is Durashade plus by Ball Products, Inc. or equal by Putterman. Black high- density polyethylene, eight (8) oz. per square yard edges hemmed with grommets at twelve (12) inch on center. Attach to chain link fencing at the top and bottom with 50 LBS plastic ties. 43.2.10 COURT EQUIPMENT 43.2.10.1 POST FOUNDATIONS Post foundations shall be not less than thirty-six (36) inches in length, eighteen (18) inches in ' width and thirty (30) inches in depth. Foundations shall be placed to provide an exact distance between posts of forty-two (42) feet on a doubles court and thirty-three (33) feet on a singles court. 43.2.10.2 NET POSTS & SLEEVES Net posts shall be galvanized steel having an outside diameter of not less than two and seven- eighths (2 7/8) inches with electrostatically applied enamel finish and shall be equipped with a reel type net tightening device. Post sleeves and posts shall be set plumb and true so as to support 101110 SectionlV.doc Page 91 of 127 10/11/2010 Section IV - Technical Specifications the net a height of forty-two (42) inches above the court surface at the posts. Post sleeves shall be Schedule 40 PVC to be set in concrete per net post manufactures recommendation. 43.2.10.3 CENTER STRAP ANCHOR A center strap anchor shall be firmly set in accordance with the rules of the USTA. 43.2.10.4 NET A tennis net conforming to the USTA regulations shall be installed on each court. The net shall have black synthetic netting, a headband of white synthetic material in double thickness with the exterior treated for resistance to mildew and sunlight, and bottom and end tapes of back synthetic material treated to prevent deterioration from the sunlight. A vinyl coated, impregnated steel cable, having a diameter of one quarter (1/4) inch and a length five (5) feet greater than length between the net post shall hold the net in suspension. The net shall have tie strings of a synthetic material at each corner. Basis of Design - Duranet DTS by Ball Products, Inc. 43.2.10.5 CENTER STRAP Provide a center strap of white heavy duty polyester webbing with black oxide coated brass slide buckles and nickel plated double end snap. Center strap shall be placed on the net and attached to the center strap anchor. 43.2.10.6 LINE TAPES Line tapes shall be 100% nylon and shall be two (2) inches in width. The tapes shall be firmly secured by aluminum nails with aluminum length of two and one-half (2 - 1/2) inches. Positioning shall be in accordance with regulations of the USTA. 43.2.10.7 MISCELLANEOUS EQUIPMENT Deliver the following equipment to the owner: 1. Ride-on Tandem Roller - Brutus AR-I Roller, automatic forward-neutral-reverse transmission; 24 inch wide drum; 3-horse power Briggs and Stratton engine. 2. Hand drag brooms (4 each) - 7' wide aluminum frame with 4-1/2" synthetic bristles; Proline. 3. Tow drag brooms (1 each) - 7' wide aluminum frame 4-1/2" synthetic bristles; Proline. 4. Deluxe Proline Line Sweeper (4 each) - friction-driven rubber sleeves; synthetic bristle brush; with fence hook cast aluminum. 5. Scarifier/Lutes (2 each) - 30" wide all aluminum; Proline. 6. Tennis Shoe Cleaners (2 each) - steel frame construction "Scrusher" exact installation location by Owner. 7. Tennis Two Step (2 each) - polyethylene construction with two rubber panels. 8. Court Rake (1 each) -- six-foot length aluminum. 101110 SectionIV.doe Page 82 of 127 10/11/2010 1 ' Section IV - Technical Specifications 43.2.11 SHADE STRUCTURE Provide shade structures as indicted on drawings. Basis of design: Suntrends, Inc. "Cabana Bench 8" -- 81ong x 6' wide gable design with standard canvas canopy, direct burial installation. Provide concrete footing, size and reinforcement as required by shade structure manufacture. 43.2.12 WATER SOURCE (Potable) The owner shall supply water line to within fifty (50) feet of the courts with 50 pounds per ' square inch running pressure at its terminus. This line shall have the capacity to supply 30 gallons of water per minute for each court. 43.2.13 CONCRETE Provide concrete consisting of portland cement per ASTM C 150, aggregates per ASTM C 33, and potable water. Mix materials to obtain concrete with a minimum 28-day compressive strength of 3,500 psi. Use at least four sacks of cement per cu. yd., 1-inch maximum size aggregate, 3-inch maximum slump. 43.2.14 EXISTING SPORT TENNIS COURT LIGHTING 43.2.14.1 SHOP DRAWINGS The Contractor shall provide signed and sealed electrical shop drawings by a professional electrical engineer for approval of the relocation and re-aiming of the existing tennis court sport lighting fixtures and electrical service to water coolers. The shop drawings shall include all necessary information according to local electrical codes in providing a complete operating system from the existing electrical panel. The shop drawings shall provide data showing the maximum foot candles the existing fixtures will provide at its new locations for tournament play. Shop drawings shall be submitted to the Parks and Recreation Department for approval. 43.2.14.2 RE-LAMP The Contractor shall re-lamp and clean lens of all existing lighting fixtures after relocating the light pole and fixtures to its new location. The City will provide the new lamps. 43.2.14.3 ELECTRICAL PERMIT The Contractor shall submit electrical drawings to City of Clearwater Planning and Development Services to obtain permits for installation of the electrical works. 43.2.14.4 POLES & FIXTURES The Contractor shall install three (3) new sixty foot (60') poles and fourteen (14) new fixtures. The City will purchase and provide the new poles and fixtures for the Contractor to install, any other miscellaneous items required to provide a complete operable system shall be provided by the Contractor. Attached with this specification are the photometric lumination charts for the eight-(8) tennis courts. This information is provided by Musco Sport Lighting, 1838 East Chester Drive, Suite 4104, High Point, NC 27265, phone (336) 887-0770 fax (336) 887-0771. Contact Douglas A. Stewart. Contractor shall install the poles and fixtures based on the following information: 101110 SectionIV.doc Page 83 of 127 10/11/2010 Section IV - Technical Specifications Pole T1 existing 5 fixture pole, remove one fixture and place on pole T5 Pole T2 existing 12 fixture pole, remove six fixtures and place on pole T5 Pole T3 existing 5 fixture pole, remove one fixture and place on pole T5 Pole T4 new pole with new seven fixtures and two circuits Pole T5 new pole w/existing sixteen fixtures (8 on one side and 8 on the other) and 2 circuits Pole T6 new pole with new seven fixtures and two circuits Pole T7 existing 5 fixture pole, remove two fixtures and place on pole T5 Pole T8 existing 12 fixture pole, remove four fixtures and place on pole T5 Pole T9 existing 5 fixture pole, remove two fixtures and place on pole T5 Light levels ended up at 58+ footcandles. Existing poles have concrete footing approximately one foot wide on all sides Contractor shall plan relocation light poles accordingly. 43.2.14.5 ELECTRICAL CONDUITS Existing electrical conduits are installed individually to the existing light pole, it is suggested the Contractor place electrical junction boxes at existing pole locations and utilize existing conduits. New conduits will be required for the three (3) new light poles and the Contractor shall include the cost for these electrical conduits in the relocating of the new light poles. 43.2.15 WATER COOLER 43.2.15.1 SHOP DRAWINGS The Contractor shall provide shop drawings for the installation of water cooler in the cabana area of the tennis courts, electrical, water and drainage submitted to the Parks and Recreation Department for approval. 43.2.15.2 WATER FOUNTAIN Basis for design: Halsey Taylor HOF Series - water cooler with sealed back panels, or equal. 43.2.16 DEMONSTRATION Instruct the Owner's personnel on proper operation and maintenance of court and equipment. 43.2.17 WARRANTY 43.2.17.1 EQUIPMENT The Contractor shall supply warranty cards and operation and maintenance manuals for all equipment to the Owner upon completion of construction of the project. 43.2.17.2 WARRANTY The Contractor shall warranty the courts, fencing, sidewalks and court accessories against defective materials and /or workmanship for a period of one (1) year from the date of completion. 101110 SectionIV.doc Page 84 of 127 10/11/2010 Section 1V -Technical Specifications 43.2.17.3 WARRANTY SUB-SURFACE IRRIGATION SYSTEM The Contractor shall warranty the sub-surface irrigation of the clay tennis courts for a period of two years from the day of completion. 44 WORK ZONE TRAFFIC CONTROL 44.1 CONTRACTOR RESPONSIBLE FOR WORK ZONE TRAFFIC CONTROL The Contractor shall be responsible to furnish, operate, maintain and remove all work zone traffic control associated with the Project, including detours, advance warnings, channelization, hazard warnings and any other necessary features, both at the immediate work site and as may be necessary at outlying points. 44.2 WORK ZONE TRAFFIC CONTROL PLAN The Contractor shall prepare a detailed traffic control plan designed to accomplish the level of performance outlined in the Scope of the Work and/or as may be required by construction permits issued by Pinellas County and/or the Florida Department of Transportation for the Project, incorporating the methods and criteria contained -in Part VI, Standards and Guides for Traffic Controls for Street and Highway Construction, Maintenance, Utility and Incident Management Operations in the Manual on Uniform Traffic Control Devices published by the U.S. Department of Transportation and adopted as amended by the Florida Department of Transportation, or most recent addition. ¦ 44.2.1 WORK ZONE SAFETY The general objectives of a program of work zone safety is to protect workers, pedestrians, bicyclists and motorists during construction and maintenance operations. This general objective may be achieved by meeting the following specific objectives: Provide adequate advance warning and information regarding upcoming work zones. • Provide the driver clear directions to understanding the situation he will be facing as he . proceeds through or around the work zone. • Reduce the consequences of an out of control vehicle. • Provide safe access and storage for equipment and material. Promote speedy completion of projects (including thorough cleanup of the site). • Promote use of the appropriate traffic control and protection devices. Provide safe passageways for pedestrians through, in, and/or around construction or maintenance work zones. ' The 2004 Design Standards (DS), Index 600 "When an existing pedestrian way or bicycle way is located within a traffic control work zone, accommodation must be maintained and provision for the disabled must be provided. Only approved temporary traffic control devices may be used to delineate a temporary traffic control zone pedestrian walkway. Advanced notification of sidewalk closures and detours marked shall be provided by appropriate signs". 2004 Standard Specifications for Road and Bridge Construction 1 101110 SectionIV.doc Page 85 of 127 10/11/2010 I1 Section IV - Technical Specifications 102-5 Traffic Control: 102-5.1 Standards: FDOT Design Standards (DS) are the minimum standards for the use in the development of all traffic control plans 44.3 ROADWAY CLOSURE GUIDELINES Roadway types: Major Arterials, Minor Arterials, Local Collectors, and Local Following are typical requirements to be accomplished prior to closure. The number of requirements increase with traffic volume and the importance of access. Road closures affecting business or sole access routes will increase in process requirements as appropriate. For all but local streets, no road or lane closures are allowed during the Christmas holiday season and the designated "Spring Break" season with prior approval by the City Engineer. 44.3.1 ALL ROADWAYS Obtain permits for Pinellas County and Florida Department of Transportation roadways. Traffic control devises conform to national and state standards. 44.3.1.1 PUBLIC NOTIFICATION Standard property owner notification prior to start of construction for properties directly affected by the construction process. 44.3.2 MAJOR ARTERIALS, MINOR ARTERIALS, LOCAL COLLECTORS Consult with City Traffic staff for preliminary traffic control options. Develop Formal Traffic Control Plan for Permit Submittal to Regulatory Agency as necessary. 44.3.2.1 PUBLIC NOTIFICATION Message Board Display, Minimum of 7-day notice period prior to road closure and maybe longer for larger highway. The message board is to be provided by the Contractor. 44.3.3 MAJOR ARTERIALS, MINOR ARTERIALS 44.3.3.1 PUBLIC NOTIFICATION C-View Release 44.3.4 MAJOR ARTERIALS 44.3.4.1 PUBLIC NOTIFICATION News Release The Message Board may need to be displayed for a period longer than 7 days. 44.4 APPROVAL OF WORK ZONE TRAFFIC CONTROL PLAN The Contractor is invited and encouraged to confer in advance of bidding, and is required, as a specification of the work, to confer in advance of beginning any work on the Project, with the Traffic Operations Division, Municipal Services Building, 100 South Myrtle Avenue, telephone 562-4750, for the purpose of approval of the Contractor's proposed detailed traffic control plan. 101110 SectionIV.doc Page 86 of 127 10/11/2010 Section IV - Technical Specifications All maintenance of traffic (MOT) plans shall be signed and sealed by a Professional Engineer or an individual who is certified in the preparation of MOT plans in the State of Florida. 44.5 INSPECTION OF WORK ZONE TRAFFIC CONTROL OPERATION The Traffic Operations Division may inspect and monitor the traffic control plan and traffic control devices of the Contractor. The City's Construction Inspector assigned to the project, may make known requirements for any alterations or adjustments to the traffic control devices. The Contractor shall take direction from the Project Engineer or Project Inspector. 44.6 PAYMENT FOR WORK ZONE TRAFFIC CONTROL Payment for work zone traffic control is a non-specific pay item to be included in the construction costs associated with other specific pay items unless specifically stated otherwise in the Scope of Work in these Technical Specifications and a bid item(s) is included for Work Zone Traffic Control in the proposal form. 44.7 CERTIFICATION OF WORK ZONE TRAFFIC CONTROL SUPERVISOR The City may require that the Supervisor or Foreman controlling the work for the Contractor on the Project have a current International Municipal Signal Association, Work Zone Traffic Control Safety Certification or Worksite Traffic Supervisor Certification from the American Traffic Safety Association with additional current Certification from the Florida Department of Transportation. This requirement for Certification will be noted in the Scope of Work and/or sections of these Technical Specifications. When the certified supervisor is required for the Project, the supervisor will be on the Project site at all times while work is being conducted. The Worksite Traffic Supervisor shall be available on a 24-hour per day basis and shall review the project on a day-to-day basis as well as being involved in all changes to traffic control. The Worksite Traffic Supervisor shall have access to all equipment and materials needed to maintain traffic control and handle traffic related situations. The Worksite Traffic Supervisor shall ensure that routine deficiencies are corrected within a 24-hour period. The Worksite Traffic Supervisor shall be available on the site within 45 minutes after notification of an emergency situation, prepared to positively respond to repair the work zone traffic control or to provide alternate traffic arrangements. Failure of the Worksite Traffic Supervisor to comply with the provisions of this Subarticle may be grounds for decertification or removal from the project or both. Failure to maintain a designated Worksite Traffic Supervisor or failure to comply with these provisions will result in temporary suspension of all activities except traffic and erosion control and such other activities deemed to be necessary for project maintenance and safety. 45 CURED-IN-PLACE PIPE LINING 45.1 INTENT It is the intention of this specification to provide for the trenchless restoration of sanitary sewer and storm pipes by the installation if a cured in place jointless, continuous, thermosetting resin impregnated polyester flexible felt liner which is watertight and chemically resistant to withstand 101110 SectionIV.doc Page 87 of 127 10/11/2010 Section IV - Technical Specifications exposure to domestic sewage including all labor, materials and equipment to provide for a complete, fully restored and functioning installation. 45.2 PRODUCT AND CONTRACTOR/INSTALLER ACCEPTABILITY The City requires that all contractors be prequalified. See General Conditions regarding contractor prequalification. In addition, the City requires a proven extensive tract record for the liner system to be used in this project. All contractors submitting for prequalification approval for this project must exhibit extensive satisfactory experience in the installation of the proposed liner system(s) and satisfactory evidence that the proposed liner system has been extensively and successfully installed in the Unites States and the State of Florida. The installer must be certified by the liner system manufacturer for installation of the liner system. The City reserves full and complete authority to approve the satisfactory nature of the both the liner system and the installer. 45.3 MATERIALS The liner shall be polyester fiber felt tubing saturated with a resin prior to insertion. Resin type and qualities shall be as specified by the manufacturer to obtain a cured liner with the following properties: Tensile Strength ASTM D638 3,000 psi Flexural Strength ASTM D790 4,500 psi Flexural Modulus of Elasticity ASTM D790 300,000 psi Long Term Modulus of Elasticity (50 Years) ASTM D2290 150,000 psi Liner shall meet strengths as shown in ASTM F1.216 unless otherwise submitted and approved by the Engineer. Lining manufacturer shall submit to the Engineer for approval as requested, complete design calculations for the liner thickness. The criteria for liner design shall be HS-20 traffic loading, water table to the ground surface, minimum expected lifetime of 50 years, and no structural strength retained from the existing pipe. Liner materials shall meet manufactures specifications of Insituform of North America, Inc., 3315 Democrat Road, Post Office Box 181071, Memphis, Tennessee 38118; or InLiner USA 1900 N.W. 44th St., Pompano Beach Florida 33064, 305-979-0802, or an approved equal. Any approved equal liner system must be approved by the Engineer as an equal system prior to receiving bids. Request for contractor prequalification and/or equal liner system approval must be received by the Engineer no later than 14 days prior to the date for receiving bids. 45.4 CLEANING/SURFACE PREPARATION It shall be the responsibility of the Contractor to clean and prepare the existing pipes for rehabilitation. The Contractor will thoroughly clean the interior of the sewers to produce a clean interior surface free of all coatings, sand, rock, roots, sludge, or other deleterious materials prior to liner insertion. Bypass pumping will be provided by the Contractor as part of the unit cost of restoration. Bypass operations are to be so arranged as to cause minimum disruptions to local traffic, residents and particularly to commercial facilities. During the cleaning and preparation operations all necessary precautions shall be taken to protect the public, all property and the sewer from damage. All material removed from the sewers shall be the Contractor's responsibility for prompt disposal in accordance with all regulatory agency requirements. The Contractor may be required to control the rate of sewer cleaning in the sanitary system to avoid heavy pollution loads at the City's treatment plants. 10 1110 SectionIV.doc Page 88 of 127 10/11/2010 Section IV - Technical Specifications 45.5 TELEVISION INSPECTION ' After cleaning, and again after the rehabilitation work on each section of the project is completed, all pipe sections shall be visually inspected by means of closed-circuit color television, and recorded on DVD, CD VHS format tapes provided to the project engineer. The television system used shall be designed for the purpose and suitably lighted to provide a clear picture of the entire periphery of the pipe. 45.6 LINER INSTALLATION Liner shall be sized to field measurements obtained by the Contractor to provide for a tight fit on the interior of the existing pipe to be lined. Contractor shall use installation methods approved by the liner manufacturer including operations for inversion, heat curing and reconnection of laterals. The Contractor shall immediately notify the Engineer of any construction delays taking place during the insertion operation. Contractor shall maintain a reasonable backup system for bypass pumping should delays or problems with pumping systems develop. Liner entries at manholes shall be smooth, free of irregularities, and watertight. No pinholes, tears, cracks, thin spots, excessive wrinkling or other defects in the liner shall be permitted. Such defects shall be removed and replaced by the Contractor at his expense. 45.7 LATERAL RECONNECTION Sanitary laterals shall be reconnected as soon as possible to renew service. Laterals are to be reconnected by means of robotics, by internally cutting out the liner to 95% of the area of the original opening. All lateral reconnections are to be grouted to prevent leakage. Grouting method and material is to be approved by the Engineer. Any reconnections to laterals and connections to manholes which are observed to leak shall be resealed by the Contractor. All laterals discovered during the lining process are to be reconnected unless specifically directed otherwise by the City. The Contractor will be requested to reconnect any laterals discovered to not be reconnected at a later date. Contractor shall notify all local system users when the sanitary system will not be available for normal usage by the delivery of door hangers with appropriate information regarding the construction project. 45.8 TIME OF CONSTRUCTION Construction schedules will be submitted by the Contractor and approved by the Engineer. At no time will any sanitary sewer service connection remain inoperative for more than an eight-hour period without a service bypass being operated by the Contractor. In the event that sewage backup occurs and enters buildings, the Contractor shall be responsible for cleanup, repair and property damage costs and claims. 45.9 PAYMENT ' Payment for sanitary sewer restoration shall be made per lineal foot including all preparation, bypass pumping, equipment, labor, materials, operations, restoration, lateral reconnection, etc, to provide a fully completed and operational sewer. Payment shall be measured from center of manhole to center of manhole for the sanitary systems and from end of pipe to end of pipe for storm systems. I 101110 SectionIV.doc Page 89 of 127 10/11/2010 11 Section TV - Technical Specifications 46 SPECIFICATIONS FOR POLYETHYLENE SLIPLINING 46.1 MATERIALS 46.1.1 PIPE AND FITTINGS The pipe supplied under this specification shall be high performance, high molecular weight, high density polyethylene pipe (Driscopipe 1000) as manufactured by Phillips Driscopipe, Inc., Dallas, Texas and shall conform to ASTM D 1248 (Type III, Class C, Category 5, Grade P34) or approved equal. Minimum cell classification values shall be 345434C as referenced in ASTM D 3350 latest edition. If fittings are required, they will be supplied under this specification and shall be molded or manufactured from a polyethylene compound having a cell classification equal to or exceeding the compound used in the pipe. To insure compatibility of polyethylene resins, all fittings supplied under this specification shall be of the same manufacture as the pipe being supplied. 46.1.2 QUALITY CONTROL The resin used for manufacturer of the pipe shall be manufactured by the pipe manufacturer, thus maintaining complete control of the pipe quality. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material. The pipe shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, or other deleterious defects, and shall be identical in color, density, melt index, and other physical properties. The polyethylene resin used shall have all ingredients pre compound prior to extrusion of pipe, in plant blending is not acceptable. The Engineer may request, as part of the quality control records submittal, certification that the pipe produced is represented by the quality assurance testing. Additionally, test results from manufacturer's testing or random sampling by the Engineer that do not meet appropriate ASTM standards or manufacturer's representation, may be cause for rejection of pipe represented by the testing. These tests may include density and flow rate measurements from samples taken at selected locations within the pipe wall and thermal stability determinations according to ASTM D 3350, 1.0.1.9. 46.1.3 SAMPLES The owner or the specifying engineer may request certified lab data to verify the physical properties of the materials supplied under this specification or may take random samples and have them tested by an independent laboratory. 46.1.4 REJECTION Polyethylene pipe and fittings may be rejected for failure to meet any of the requirements of this specification. 46.2 PIPE DIMENSIONS Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) O.D. unless otherwise specified. The SDR (Standard Dimension Ratio) of the pipe supplied shall be as specified by the Engineer, on the construction plans and/or the scope of work. 101110 SectionIV.doc Page 90 of 127 10/11/2010 Section TV - Technical Specifications 46.3 CONSTRUCTION PRACTICES 46.3.1 HANDLING OF PIPE Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking should be done in accordance with the pipe manufacturer's recommendations. The handling of the pipe should be done in such a manner that it is not damaged by dragging over sharp objects or cut by chokers or lifting equipment. 46.3.2 REPAIR OF DAMAGED SECTIONS Segments of pipe having cuts or gouges in excess of 10% of the wall thickness of the pipe should be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt fusion joining method. 46.3.3 PIPE JOINING Sections of polyethylene pipe should be joined into continuous lengths on the job site above ground. The joining method shall be the butt fusion method and shall be performed by the manufacturer's representative and in strict accordance with the pipe manufacturer's recommendations. The butt fusion equipment used in the joining procedures should be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, temperature requirements, alignment, and fusion pressures. 46.3.4 HANDLING OF FUSED PIPE Fused segments of pipe shall be handled so to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable type chokers should be avoided. Nylon slings are preferred. Spreader bars should be used when lifting long fused sections. Care should be exercised to avoid cutting or gouging the pipe. 46.4 SLIPLINING PROCEDURE 46.4.1 PIPE REQUIREMENTS AND DIMENSIONS The liner(s) to be slip lined into the existing storm sewer shall have the following sizes: 12-inch diameter liner (SDR 26) into 15-inch existing sewer. 16-inch diameter liner (SDR 26) into 18-inch existing sewer. 18-inch diameter liner (SDR 26) into 21-inch existing sewer. 21 %z-inch diameter liner (SDR 32.5) into 24-inch existing sewer. 28-inch diameter liner (SDR 32.5) into 30-inch existing sewer. 34-inch diameter liner (SDR 32.5) into 36-inch existing sewer. 42-inch diameter liner (SDR 32.5) into 48-inch existing sewer. 46.4.2 CLEANING AND INSPECTION The existing line shall be cleaned of debris and other obstructions prior to TV inspections or insertion of the polyethylene liner. Cleaning can be accomplished with a high velocity cleaner, a bucket and scrapper, root saws, corkscrews, and rodding or balling units. The method used will be determined by the condition of the existing line. Final cleaning may be required prior to inserting the liner. 101110 SectionlV.doc Page 91 of 127 10/11/2010 Section IV - Technical Specifications 46.4.3 INSERTION SHAFT AND EXCAVATIONS All excavations shall conform to OSHA requirements and any additional requirements as set by the specifying engineer or his representative. Insertion shaft excavations shall coincide with points requiring removal of obstructions or shall be determined by the engineer. An entry slope grade of 2 1/2:1 maximum shall be used to provide a safe bending radius for the polyethylene. The bottom of the entry pit should provide a straight section for ease of entry of the liner into the existing pipe. The length of the level excavation should be at least twelve times the diameter of the liner being inserted. The width of the shaft should be as narrow as possible. The required width will depend on the location, type of soil, depth of the existing sewer line and the water table. 46.4.4 INSERTION OF THE LINER After completion of the access shaft, the top half of the existing sewer shall be broken or cut and removed for the full length of the access shaft. A fabricated pulling head shall be connected to the leading end of the liner pipe. A cable shall be connected to the pulling head so that the liner pipe can be pulled into the existing sewer. Power winches used for pulling in long lengths of polyethylene liner pipe shall be rated equal to the project requirements. Once started, the pulling operation should continue to completion. Insertion is normally done at about a slow walking speed. After insertion, a minimum of 1.2 hours shall be allowed for the liner pipe to reach equilibrium with the sewer temperature and to allow the liner pipe to stress relieve itself. The polyethylene liner pipe should protrude at least 6 inches into the manhole where it terminates. After the 12-hour equilibrium period, the annular space between the original pipe and the liner shall be pressure grouted. Said grouting must be from the bottom up to prevent air pockets from forming. Also the grout must be recommended for underwater application and. have elastomeric properties. Products used shall be approved by the engineer. The liner shall not be displaced when the annular space is being filled. Spacers, inflatable plugs or other methods approved by the Engineer must be used to prevent displacement. The length of fused pipe that can be pulled will vary depending on field conditions, the ease of access to the area, and the working space available. 46.4.5 CONFIRMATION OF PIPE SIZES The Contractor shall be solely responsible to confirm all pipe sizes prior to ordering, fusing and installation of the liner. 46.4.6 UNDERDRAIN CONNECTIONS IF REQUIRED After the liner has been pulled into place, allowed to recover and sealed at the manholes, pipe connections okayed by the engineer shall be reconnected to the liner pipe. 101110 SectionIV.doc Page 92 of 127 10/11/2010 Section IV - Technical Specifications Pipe connections shall be connected by the use. of a pre-fabricated polyethylene saddle. A neoprene gasket shall be installed between the saddle and the liner pipe so that a complete water seal is accomplished when the saddle is placed on the liner pipe and secured with stainless steel bands. 46.4.7 BACKFILLING All excavations shall be backfilled using on site materials or as specified by the engineer. Cost for backfilling of access shafts and underdrain connections shall be including in the unit price bid for sliplining and reconnection of service laterals. Before any excavation is done for any purpose, it will be the responsibility of the contractor to contact the various utility companies and to determine the locations of their facilities. It will be the responsibility of the contractor to provide adequate protection for utility facilities. Any temporary construction right of way and/or storage areas will be arranged for by the contractor. 46.4.8 POINT REPAIR The engineer or his representative will determine if a point repair is necessary only after it has been demonstrated that a liner pipe cannot be pulled through the existing pipe. Payment will be made for each repair. The contractor will be expected to remove the obstruction and clear the pipe. If removing the top of the existing pipe will accomplish the removal of the obstruction, the bottom of the existing pipe should remain in place to form a cradle for the liner. 46.4.9 CLEAN UP OPERATIONS All materials not used in the backfilling operation shall be disposed of off site by the contractor. Finish grading shall be required. In locations other than street right-of-ways, the surface shall be graded smooth and sodded with the same kind of grass as the existing lawn. Excavation points in street right-of-ways shall be repaired as specified by the engineer. 47 SPECIFICATIONS FOR POLYVINYL CHLORIDE RIBBED PIPE 47.1 SCOPE This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic (spiral wound) pipe with integral wall bell and spigot joints for the conveyance of storm water. 47.2 MATERIALS All pipe and fittings shall be manufactured and tested in accordance with specification for "Poly (Vinyl Chloride) (PVC) Large Diameter Ribbed Gravity Storm Sewer Pipe and Fittings Based on Controlled Inside Diameter". The pipe and fittings shall be made of PVC plastic. 47.3 PIPE The bell shall consist of an integral wall section. The solid cross section fiber ring shall be factory assembled on the spigot. Sizes and dimensions shall be as shown in this specification. 101110 SectionlV.doc Page 93 of 127 10/11/2010 Section IV - Technical Specifications Standard laying lengths shall be 13 ft. + I inch. At manufacturer's option, random lengths of not more than 15% of total footage may be shipped in lieu of standard lengths. 47.4 JOINING SYSTEM Joints shall be either an integral bell gasketed joint. Wben the joint is assembled according to manufactures recommendation it will prevent misalignment of adjacent pipes and form a silt tight joint. 47.5 FITTINGS All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. 48 GUNITE SPECIFICATIONS 48.1 PRESSURE INJECTED GROUT Pressure injected grout shall be of cement and water and shall be proportioned generally in the ratio of 1.5 (one and one half) cubic foot (one and one half bags) of cement to 1 (one) cubic foot (7.50 gal.) of water. This mix shall be varied as the grouting proceeds as is necessary to provide penetration in the operator's judgment. Cement shall be Portland Cement conforming to all of the requirements of the American Society for Testing Materials Standard Specifications, latest edition serial designation C150 for Portland Cement, Type 1. Portland Cement shall weigh not less than 94 pounds per cubic foot. Water used in the grout shall be fresh,, clean and free from injurious amounts of oil, alkali, vegetable, sewage and/or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. Grout pump shall be of the positive displacement type and shall be capable of producing adequate pressure to penetrate the area. All pressure grouting will be at the direction of the Engineer. 48.2 REHABILITATION OF CORRUGATED METAL PIPE WITH GUNITE Guniting shall conform to all requirements of "Specifications for Materials, Proportioning, and Application of Sbotcrete (ACI 506.2 77)" published by the American Concrete Institute, Detroit, Michigan, except as modified by those specifications. Steel reinforcement shall be incorporated in the Gunite as required and shall be furnished, bent, set and placed in accordance with the provisions of these specifications. The purpose of this specification is to obtain a dense and durable concrete having the specified strength. 48.3 COMPOSITION Gunite shall be composed of Portland Cement, aggregate and water so proportioned as to produce a concrete suitable for pneumatic application. 101110 SectionIV.doc Page 94 of 127 10/11/2010 ' Section 1V - Technical Specifications 48.4 STRENGTH REQUIREMENTS Concrete ingredients shall be selected, proportioned in such a manner as will produce concrete ' which will be extremely strong, dense and resistant to weathering, and abrasion. Concrete shall have a minimum 28-day strength of 4,000 psi. ' 48.5 MATERIALS Portland Cement: Cement shall be Portland cement conforming to all of the requirements of the ' American Society for Testing Materials Standard Specifications, Latest Serial Designation C150 for Portland Cement, Type 1. A bag of cement shall be deemed to weigh not less than 94 pounds per cubic foot. Fine Aggregate: Fine aggregate shall be natural siliceous sand consisting of hard, clean, strong, durable and uncoated particles, conforming to the requirements of American Society for Testing Materials Standard Specifications, Latest Serial Designation C33 for Concrete Aggregates. Fine aggregate shall not contain less than 3% nor more than 6% of moisture. Fine aggregate shall be evenly graded from fine to coarse and shall be within the following ' limits: Passing No. 3/8, Sieve 100% Passing No. 4 Sieve 95% to 100% Passing No. 8 Sieve 80% to 100% Passing No. 16 Sieve 50% to 85% Passing No. 30 Sieve 25% to 60% Passing No. 50 Sieve 10% to 30% Passing No. 100 Sieve 2% to 1.0% ' 48.6 WATER Water used in mixing, at the nozzle shall be fresh, clean, and free from injurious amounts of oil, ' acid, alkali, vegetable, sewage, and/or organic matter. Water shall be considered as weighing 8.33 pounds per gallon. ' 48.7 REINFORCEMENT Steel mesh reinforcement shall be electrically welded, cold drawn, mild steel fabric conforming to the latest requirements of ASTM Standard Specifications, Serial Designation A 185 for ' Welded Steel Wire Fabric for Concrete Reinforcement. Mesh can be fabricated from cold drawn steel wire conforming to the requirements of the latest ASTM Standard Specifications, Serial Designation A 82 and sized as shown on Plans Page 7 of 7. 48.8 STORAGE OF MATERIALS Cement shall be stored with adequate provisions for the prevention of absorption of moisture. It shall be stored in a manner that will permit easy access for inspection and identification of each shipment. ' Aggregate shall be stockpiled at points selected to provide maximum drainage and to prevent the inclusion of any foreign material during rehandling. 1 101110 SectionIV.doc Page 95 of 127 10/11/2010 11 Section 1V -Technical Specifications 48.9 SURFACE PREPARATION Unsound materials of construction and all coated, scaly, or unsound concrete in manholes and inlets shall be removed by chipping with pneumatic hammers and chisels to sound surface, all cracks and cavities shall be chipped to such formation that their sides form approximately a 45 degree angle to the exposed surface for at least one (1) inch in depth. All areas to receive pneumatic concrete shall be cleaned by flushing or scouring with water and compressed air jets to assure removal of all loose particles. All areas of existing surfaces that do not require chipping shall be given a wet sandblasting with the gunite equipment and the air pressure at the cement gun shall not be less than 50 psi. Surface preparation of existing metal surface of a corrugated pipe shall be lightly sandblasted to remove loose material. All sandblasted areas shall then be cleaned by a air/water blast to remove all particles from the cleaning operation. To insure perfect bond, the newly sandblasted surface shall be thoroughly moistened with water prior to application of gunite. In no instance shall gunite be applied in an area where free running water exists. 48.10 PROPORTIONING Prior to start of guniting the Contractor shall submit to the Owner the recommended mix as a ratio of cement to aggregate. Recommended mix shall be on the basis of test data from prior experience. Provided data submitted is adequate no further testing of recommended mix will be required. If required, the Contractor shall provide all equipment necessary to control the actual amounts of all materials entering into the concrete. The types of equipment and methods used for measuring materials shall be subject to approval. 48.11 MIXING Gunite shall be thoroughly mixed by machine and then passed through a sieve to remove all large particles before placing in hopper of the cement gun. The mixture shall not be permitted to become damp. Each batch should be entirely discharged before recharging is begun. The mixer should be cleaned thoroughly enough to remove all adherent materials from the mixing vanes and from the drum at regular intervals. Water in any amount shall not be added to the mix before it enters the cement gun. Quantities of water shall be controlled by a valve at the nozzle of the gun. Water content shall be adjusted as required for proper placement, but shall in no case exceed four gallons of water per sack of cement, including the water contained in the aggregate. Remixing or tempering shall not be permitted. Mixed material that has stood 45 minutes without being used shall be discarded. Rebound materials shall not be reused. 48.12 APPLICATION Gunite shall not be placed on a frozen surface nor during freezing weather. Gunite shall not be placed when it is anticipated that the temperature during the following 24 hours will drop below 32 degrees, Fahrenheit. Sequence of application may be from bottom to top or vice versa if rebound is properly removed. Corners shall be filled first. "Shooting" shall be from an angle as near perpendicular to the 101110 SectionlV.doc Page 96 of 127 10/11/2010 Section IV - Technical Specifications surface as practicable, with the nozzle held approximately 3 feet from the work (except in confined control). If the flow of material at the nozzle is not uniform and slugs, sand spots, or ' wet sloughs result, the nozzleman shall direct the nozzle away from the work until the faulty conditions are corrected. Such defects shall be replaced as the work progresses. ' Guniting shall be suspended if. 1. Air velocity separates the cement from the sand at the nozzle. 2. Temperature approaches freezing and the newly placed gunite cannot be protected. Gunite shall be applied in one or more layers to such total thickness as required to restore the area as detailed over the original lines of the adjoining surface, unless other wise specified. All ' cavities, depressions, washouts and similar failures shall be rebuilt to original lines by use of gunite reinforced with wire mesh. Where the cavity exceeds 4 inches in depth a layer of mesh shall be used for each 3 inches of depth of gunite. In no case shall wire mesh be placed behind ' existing reinforcement. The time interval between successive layers in sloping vertical or overhanging work must be sufficient to allow initial but not final set to develop. At the time the initial set is developing, the surface shall be cleaned to remove the thin film of laitance in order to provide a perfect bond ' with succeeding applications. 48.13 CONSTRUCTION JOINTS ' Construction joints or day's work joints shall be sloped off to a thin, clean, regular edge, preferably at a 45-degree slope. Before placing the adjoining work, the slope portion and ' adjacent gunite shall be thoroughly cleaned as necessary, then moistened and scoured with an air jet. 48.14 SURFACE FINISH Nozzleman shall bring the gunite to an even plane and to well formed corners by working up to ground wires or other guides, using lower placing velocity than normal. After the body coat has been placed, the surface shall be trued with a thin edge screed to remove high areas and expose low areas. Low areas shall be properly filled with concrete to insure a true, flat surface. After the concrete surface has been trued, the entire surface shall be given a flashcoat finish except where a special type finish is specified on the drawings. 48.15 CURING Curing shall be in accordance with either paragraph 3.7.1(d) or paragraph 3.7.5. of ACI 506.2 77 depending upon atmospheric condition. 48.16 ADJACENT SURFACE PROTECTION During progress of the work, where appearance is important, adjacent areas or grounds which may be permanently discolored, stained, or otherwise damaged by dust and rebound, shall be adequately protected sensitive areas, when contacted, shall be cleaned by early scraping, brushing or washing, as the surroundings permit. 101110 SectioniV.doc Page 97 of 127 10/11/2010 Section IV -- Technical Specifications 48.17 INSPECTION Because of the importance of workmanship affecting the quality of the gunite, continual inspection during placing shall be maintained. Any imperfections discovered shall be cut out and replaced with sound material. 48.18 EQUIPMENT Cement Gun: The mixing and delivering equipment shall be either the vertical double chamber type or rotary type. The upper chamber of the double chamber type shall receive and pressurize the dry mix and deliver it to the lower chamber. The lower chamber shall force the pressurized mix into the delivery hose by means of a feed wheel. The type of feeder utilized should be of sufficient capacity that the lower chamber may continuously furnish all required material to the delivery hose while the upper chamber receives the recharge. The rotary type cement gun shall have an enlarged hopper to feed material into a rotating multiported cylinder. Material shall fall by gravity into a port which shall then be rotated to a position in which the material is expelled by air into a moving stream of air. All equipment must be kept in good repair. The interior of drums, feed gearing and valves shall be cleaned as often as necessary (at least once every 8 hour shift) to prevent material from caking on critical parts. Nozzle: Nozzle shall be the premixing type with perforated water feed ring inside the nozzle. The maximum length of material hose for the application of gunite shall be approximately 150 feet although it shall be permissible to use as much as 800 feet of material hose if the supply air pressure measured at the cement gun is increased to maintain proper velocity. The following table gives requirements for compressor size, hose size and air pressure using 150 feet of material hose: Comp. Cap (cfm) Max. Hose Dia. (In.) Max. Size Nozzle (In.) Min. Air Press. (psi) 365 1 5/8 15/8 60 600 2 2 80 750 2 1/2 2 1/2 90 For each 25 feet of material hose used in excess of 150 feet, the required air pressure shall be increased by 5 psi. Air Compressor: Any standard type of compressor shall be satisfactory if it is of sufficient capacity to provide, without interruption, the pressures and volume of air necessary for the longest hose delivery. The air compressor capacity determinations shall include allowances made for the air consumed in blowing rebound, cleaning, reinforcing and for incidental uses. Compressor equipment shall be of such capacity so as to insure air pressures at the special mixer capable of producing the required material velocities. Water Supply: The water pressure at the discharge nozzle should be sufficiently greater than the operating air pressure to assure the water is intimately mixed with the other materials. If the line water pressure is inadequate, a water pump or pressurized tank shall he introduced into the line. The water pressure shall be uniformly steady (nonpulsating). 101110 SectionIV.doc Page 98 of 127 10/11/2010 Section IV - Technical Specifications 49 SANITARY AND STORM MANHOLE LINER RESTORATION ' 49.1 SCOPE AND INTENT It is the intent of this portion of the specification to provide for the structural rehabilitation of ' manhole walls and bases with solid preformed liners and made-in-place liner systems used in accordance with the manufacturer's recommendations and these specifications. In addition to these specifications, the Contractor shall comply with manufacturer's instructions and recommendations for work. Purpose of work is to eliminate infiltration, provide corrosion protection, repair voids and to restore the structural integrity of the manhole. For any particular system the Contractor will submit manufacturer's technical data and application instructions. All OSHA regulations shall be met. 49.2 PAYMENT Payment for liners shall be per vertical foot of liner installed from the base to the top of the installed liner. Liners will generally be installed to the top of existing or new corbels. No separate payment will be made for the following items and the cost of such work shall be included in the ' pay item per linear foot of liner: Bypass pumping; Traffic Control; Debris Disposal; Excavation, including necessary pavement removal; Shoring and/or dewatering; Structural fill; Backffll and compaction; Grout and mortar; Brick; Resetting of the manhole ring and cover; Pipe extensions and connectors necessary to the installation; Replacement of unpaved roadway and grass or shrubbery plot; Replacement of roadway base and asphalt surface; and Appurtenant work as required for a complete and operable system. 49.3 FIBERGLASS LINER PRODUCTS 49.3.1 MATERIALS 49.3.1.1 LINERS Liners shall be fiberglass engineered to meet or exceed AASHTO H 20 loading of 16,000 pound vertical wheel load. Manhole liners are to be of the integral corbel design unless otherwise stipulated. Manhole liners are to be as large in diameter as will fit into the existing manhole. The contractor shall measure the existing manhole immediately prior to ordering materials and is solely responsible for the fitting of the liner. Contractor will be required to submit factory certification for fiberglass liners. The manhole liner shall meet all requirements of ASTM D 3753. 49.3.1.2 MORTAR Mortar shall be composed of one part Portland Cement Type I and between two and three parts clean, well graded sand, 100% of which shall pass a No. S sieve. 49.3.1.3 GROUTING Grouting shall be a concrete slurry of four bags of Portland Cement Type 11 per cubic yard of clean, well graded sand. 101110 SectionIV.doc Page 99 of 127 10/11/2010 Section IV -Technical Specifications 49.3.2 INSTALLATION AND EXECUTION Excavate an area around the top of the existing manhole sufficiently wide and deep for the removal of the manhole ring and corbel section. Remove the frame and cover and corbel section without damaging the existing manhole walls. Care is to be taken not to allow brick or soil to fall into the existing manhole. Remove or reinsert loose brick which protrude more than one inch from the interior wall of the manhole and which could interfere with the insertion of the fiberglass liner. If the shelf of the manhole invert is not level around the perimeter, form a flat shelf with mortar. Cut the liner to the proper length. Cutouts in the manhole shall be made to accommodate existing inlet and outlet pipes, drops and cleanouts. Lower the liner into the existing manhole and set the bottom of the liner into quick setting grout. Obtain a good bottom seal to prevent the loss of grout from the annular space between the outside of the liner and the inside wall of the existing manhole. Set the liner as nearly vertically as possible. Pour six inches of quick setting grout above the initial bottom seal in the annular void to insure an adequate bottom seal. Bridge the gap from drops, laterals, force mains, cleanouts and all existing piping between the existing manhole wall and the new manhole liner with P.V.C. pipe. Use quick setting mortar to seal the area around the manhole liner and piping. Fill the annular space between the manhole liner and the existing manhole interior walls with grout. Care must be taken not to deflect the manhole liner due to head pressure. Set the existing manhole ring and cover using brick to make elevation adjustments as needed. Observe watertightness and repair any visible leakage. Backfill around the new liner and compact the backfill. Sod the disturbed area. Match existing sod. Where manholes fall in paved areas, disturbed base shall be replaced twice the original thickness and compacted in 8" layers. Asphalt shall be replaced with 1 1/2" of Pinellas County Type lI surface. 49.4 STRONG SEAL MS-2 LINER PRODUCT SYSTEM This specification shall govern all work to spray apply a monolithic fiber reinforced cernentitious liner to the wall and bench surfaces of brick, concrete or any other construction material; Strong Seal MS 2 product. Described are procedures for manhole preparation, cleaning, application and testing. The applicator trust be approved, trained and certified as having successfully completed factory training. The applicator/contractor shall furnish all labor, equipment and materials for applying the Strong Seal MS 2 product directly to the contour of the manhole to form a structural cementitious liner of a minimum 1/2" thickness using a machine specially designed for the application. All aspects of the installation shall be in accordance with the manufacturer's recommendations and. with the following specifications which includes; 1. The elimination of active infiltration prior to making the application. 2. The removal of any loose and unsound material. 101110 SectionIV.doc Page 100 of 127 10/11/2010 Section IV - Technical Specifications 3. The spray application of a pre blended cementitious mix to form a monolithic liner in a 2 coat application. 49.4.1 MATERIALS 49.4.1.1 PATCHING MIX Strong Seal shall be used as a patching mix according to the manufacturer's recommendations and shall have the following minimum requirements: 1. Compressive Strength (ASTM C-109) 15 min., 200 psi 6 hrs., 1,400 psi 2. Shrinkage (ASTM C-596) 28 days, 150 psi 3. Bond (ASTM C-952) 28 days, 150 psi 4. Cement Sulfate resistant 5. Density, when applied 105 +/- 5 pcf 49.5 INFILTRATION CONTROL Strong Plug shall be used to stop minor water infiltration according to the manufacture's recommendations and shall have the following minimum requirements: 1. Compressive strength (ASTM C-109) - 600 psi, 1 hr.; 1000 psi 24 hrs. 2. Bond (ASTM C-952) - 30 psi, 1 hr.; 80 psi, 24 hrs. 49.6 GROUTING MIX Strong-Seal Grout shall be used for stopping very active infiltration and filling voids according ' to the manufacture's recommendations. The grout shall be volume stable, and have a minimum 28 day compressive strength of 250 psi and a 1 day strength of 50 psi. 49.7 LINER MIX Strong Seal MS 2 shall be used to form the monolithic liner covering all interior manhole surfaces and shall have the following minimum requirements at 28 days: 1. Compressive strength (ASTM C 109) 3,000 psi 2. Tensile strength (ASTM C 496) 300 psi 3. Flexural strength (ASTM C 78) 600 psi 4. Shrinkage (ASTM C 596) 0% at 90% R.H. 5. Bond (ASTM C 952) 130 psi 6. Density, when applied 105 + pcf Product must be factory blended requiring only the addition of water at the Job site. Bag weight shall be 50 51 pounds and contents shall have dry bulk density of 54 to 56 pounds per cubic foot. Fiberglass rods which are contained in the product shall be alkaline resistant and shall be 1/2" to 5/8" long with a diameter of 635 to 640 microns. Products shall, in the un mixed state, have a lead content not greater than two percent (2%) by weight. 101110 SectionIV.doc Page 101 of 127 10/11/2010 Section IV -Technical Specifications Strong Seal MS 2C shall be made with Calcium Aluminate Cement and shall be used according to the manufacturer's recommendations in applications where there is evidence of severe sulfide conditions. Product must be factory blended requiring only the addition of water at job site. Bag weight shall be 50-51 pounds and contents must have a dry bulk density of 50 56 pounds per cubic foot. Cement content must be 65%-75% of total weight of bag. One bag of product when mixed with correct amount of water must have a wet density of 95 108 pounds per cubic foot and must yield a minimum of .67 cubic foot of volume. Fiberglass rods must be alkaline resistant with rod lengths not less than 1/2" in length nor greater than 5/8" in height. Product shall not include any basic ingredient that exceeds maximum allowable EPA limit for any heavy metal. Manufacturer must provide MSDS sheets for product(s) to be used in reconstruction process A two coat application of liner material will be required (no exceptions) with the first coat rough troweled to force materials into cracks and crevices to set the bond. The second coat to be spray applied to assure minimum 1/2" thickness after troweling or brush finishing to a relatively smooth finish. . 49.8 WATER Shall be clean and potable. 49.9 OTHER MATERIALS No other material shall be used with the mixes previously described without prior approval or recommendation from the manufacturer. 49.10 EQUIPMENT A specially designed machine consisting of an optimized progressive cavity pump capable of producing a minimum of 250 psi pumping pressure, contra blend mixer with twin ribbon paddles with discharge, and an air system for spray application of product. Equipment must be complete with water storage and metering system. Mixer and pump is to be hydraulically powered. Equipment is to be mounted to heavy duty construction tandem axle road worthy trailer complete with electric brakes and running lights. Internal combustion engine must be included to power the hydraulic system and air compressor. 49.11 INSTALLATION AND EXECUTION 49.11.1 PREPARATION 1. Place boards over inverts to prevent extraneous material from entering the sewer lines and to prevent up stream line from flooding the manhole. 2. All foreign material shall be removed from the manhole wall and bench using a high pressure water spray (minimum 1,200 psi). Loose and protruding brick, mortar and 101110 SectionlV.doc Page 102 of 127 10/11/2010 Section IV -- Technical Specifications concrete shall be removed using a mason's hammer and chisel and/or scraper. Fill any large voids with quick setting patching mix. 3. Active leaks shall be stopped using quick setting specially formulated mixes according to the manufacturer's recommendations. Some leaks may require weep holes to localize the infiltration during the application after which the weep holes shall be plugged with the quick setting mix prior to the final liner application. When severe infiltration is present, drilling may be required in order to pressure grout using a cementitious grout. Manufacturer's recommendations shall be followed when pressure grouting is required. 4. Any bench, invert or service line repairs shall be made at this time using the quick setting mix and following the manufacturer's recommendations. 5. After all preparation has been completed, remove all loose material. 49.11.2 MIXING For each bag of product, use the amount of water specified by the manufacturer and mix using the Spray Mate Model 35C or 35D equipment for 30 seconds to a minute after all materials have been placed in the mixing hopper. Place the mix into the holding hopper and prepare another batch with timing such that the nozzleman can spray in a continuous manner without interruption until each application is complete. 49.11.3 SPRAYING The surface, prior to spraying, shall be damp without noticeable free water droplets or running water. Materials shall be sprayed, applied to a minimum uniform thickness to insure that all cracks, crevices and voids are filled and a somewhat smooth surface remains after light troweling. The light troweling is performed to compact the material into voids and to set the ' bond. Not before the first application has begun to take an initial set (disappearance of surface sheen which could be 15 minutes to 1 hour depending upon ambient conditions) is the second application made to assure a minimum total finished thickness of 1/2 inch. The surface is then ' troweled to a smooth finish being careful not to over trowel so as to bring additional water to the surface and weaken it. A brush finish may be applied to the finished coat to remove trowel marks. Manufacturer's recommendation shall be followed whenever more than 24 hours have elapsed between applications. The wooden bench covers shall be removed and the bench is sprayed such that a gradual slope is produces from the walls to the invert with the thickness at the edge of the invert being no less than 1/2 inch. The wall bench intersection shall be rounded to ' a uniform radius, the full circumference of the intersection. The final application shall have a minimum of four (4) hours cure time before being subjected to active flow. 49.11.4 PRODUCT TESTING ' At some point during the application, at least four (4) 2 inch cubes may be prepared each day or from every 50 bags of product used, identified and sent, in accordance with the Owner's or ' Manufacturer's directions, for compression strength testing as described in ASTM C 109. 49.11.5 CURING ' Ambient manhole conditions are adequate for curing so long as the manhole is covered. It is imperative that the manhole be covered as soon as possible after the application has been completed. 101110 SectionlV.doc Page 103 of 127 10/11/2010 Section TV - Technical Specifications 49.11.6 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking care to securely place the plug from being drawn into the manhole. The test head shall be placed and the sea] inflated in accordance with the manufacturers' recommendations. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off.. With the valves closed, the time shall be measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12 INNERLINE ENVIRONMENTAL SERVICES LINER PRODUCT SYSTEM 49.12.1 SCOPE Materials and application procedures for manhole rehabilitation for the purpose of restoring structural integrity, providing corrosion resistance, and stopping infiltration by means of: Hydraulic grouting, where required, as a preliminary measure to stop high volume infiltration 2. Hydrophilic grouting (positive side waterproofing), where required, as follows: a. Hydrophilic foam-injected through wall of manhole to fill voids and/or b. Hydrophilic gel-injected through wall of manhole to stop active leaks 3. Cementitious waterproofing with crystallization (negative side waterproofing) 4. Calcium aluminate cement lining, minimum of 1/2 inch 5. Epoxy coating, minimum of 30 dry mils 49.12.2 MATERIALS 49.12.2.1 REPAIRING CEMENT A quick setting hydraulic cement compound shall be used to plug all visible minor leaks and to instantly stop major leaks, so that further waterproofing processes may proceed unhindered. The repairing cement shall be nonshrinking, nonmetallic, and noncorrosive. The compound shall have the following properties: Set Time Tensile Strength ASTM C 307 Compressive Strength ASTM -C 109 1-3 minutes 1. day 510 psi 3 days 745 psi 28 days 855 psi 1' day 3,125 psi 7 days 7,808 psi 28 days 9,543 psi 101110 SectionlV.doc Page 104 of 127 10/11/2010 Section TV - Technical Specifications Flexural Strength ASTM C 78 1 day 410 psi 3 days 855 psi ' 28 days 1,245 psi 49.12.2.2 HYDROPHILIC GROUTING ' Based on conditions found in and around the manhole, the applicator shall pressure inject either one or both of the following materials: 1. An expansive foam grout shall be used to stop major intrusion of water and fill cracks in and voids behind the structure's surface. Physical properties are as follows: Tensile Strength 380 psi ASTM D 3574-86 Elongation 400% ASTM D 3574-86 Bonding Strength 250-300 psi ' 2. A hydrophilic gel grout shall be used for soil stabilization behind the manhole-to prevent seepage, to provide a damming effect, and to place a hydrostatic barrier around exterior j of manhole. Physical properties are as follows: j Density 8.75-9.17 lbs/gal ASTM D-3574 I' Tensile Strength 150 psi ASTM D- 412 Elongation 250% ASTM D-3574 ' Shrinkage Less than 4% ASTM D-1042. Toxicity Non Toxic 49.12.2.3 WATERPROOFING A waterproofing component based on the crystallization process shall be applied. The system combines cementitious and silicate based materials that are applied to negative side surfaces to seal and stop leakage caused by hydrostatic pressure. A combination of five coats (using three components-two powders and a special liquid) react with moisture and the constituents of the substrate to form the crystalline structure. It becomes an integral part of the structure and blocks the passage of water. With moisture present, the crystallization process will continue for approximately six months. Upon completion the color will be light grey. Physical properties are as follows: Slant/Shear bond Strength to Calcium Aluminate Cement ASTM (to be given) 1,200 1,800 psi Tensile Strength (7 day cure) ASTM C 190 380 psi (2.62 MPa) at 100% RH 325 psi (2.24 MPa) at 50% RH Permeability (3 day cure) CRD 48 55 49.12.2.4 CEMENT LINING 8.1 x10 llcm/sec to 7.6x10 cm/sec A self bonding calcium aluminate cement shall be applied to restore structural integrity and provide corrosion resistance qualities. The cement (before adding fibers) shall have the following properties: Calcium Aluminate Cement 12 Urs 24 Hrs 7 Days 28 Days 101110 SectionlV.doc Page 105 of 127 10/11/2010 Section IV -Technical Specifications Astm C 495 Compressive Strength, Psi 7000 11000 12000 13000 Astm C 293 Flexural Strength, Psi 1000 1500 1800 2000 Astm C 596 Shrinkage At 90% Humidity -- <0.04 <0.06 <0.08 Astm C 666 Freeze-Thaw Aft 300 Cycle No Damage Astm C 990 Pull - Out Strength 200 - 230 Psi Tensile Astm C 457 Air Void Content (7 Days) 3% Astm C 497 Porosity/Adsorption Test 4-5% Modules of Elasticity: 7.10 X 10 PSI after 24 Hrs moist curing at 68 F. The calcium aluminate cement shall be reinforced with inert fibers which comply with ASTM C 1116 and AST.M C 1018, added at the rate of one pound per cubic yard of concrete. The mixture shall be applied to a thickness of at least one half inch, but no greater than two inches. It will have a dark grey color. 49.12.2.5 EPOXY COATING A high build, flexible waterproofing epoxy shall be applied to a minimum of 30 dry mils. This epoxy will seal structure from moisture and provide protective qualities to the surface, including excellent resistance to chemical attack and abrasion. The epoxy shall be 100% solids, can be applied to damp surfaces, cures to a tile like finish, is easy to clean, and has no toxic fumes. Its uses include sewage treatment plants and other sewer structures. The epoxy shall have the following properties at 75 degrees F: Mixing Ratio (Parts A:B), by volume 1:1 Color (other colors available on request) Light Gray Pot Life, hrs 1 Tensile Strength, psi, min 2,000 Tensile Elongation, % 10 -20 Water Extractable Substances, mg./sq. in., max 5 Bond Strength to Cement (ASTM 882) psi 1,800 49.12.2.6 CHEMICAL RESISTANCE Alcohols, Trichloroethylene, Nitric Acid (3%), Jet Fuels, Water, Sulfuric Acid (3% 10%), MEK, Wine, Butyl Acetate, Beer, Lactic Acid (3%), Gasoline, Corn Oil, Aluminum Sulfate, Paraffin Oil, Vegetable Juice, Sodium Chloride, Motor Oil, Hydrochloric Acid (3%), and many others. 49.12.3 INSTALLATION AND EXECUTION 49.12.3.1 PROCEDURAL OVERVIEW Work shall proceed as follows: 1. Remove rungs (steps), if desired by client. 2. Clean manhole and remove debris. a. Plug lines and/or screen out displaced debris. b. Apply acid wash, if necessary, to clean and degrease. c. Hydroblast and/or sand blast structure. 101110 SectionIV.doc Page 106 of 1.27 10/11/2010 1 ' Section 1V - Technical Specifications d. Remove debris from work area. 3. Repair minor defects in walls, benches, and inverts, as required, with repairing cement. (Note: Major structural repairs, such as rebuilding of benches, will also be made as required by client. ' 4. Inject hydrophilic grout through all surfaces, as needed, to eliminate infiltration. 5. Apply cementitious/crystallization waterproofing agents to all surfaces, repeating steps as needed. 6. Spray and/or hand apply calcium aluminate cement lining to all surfaces. 7. Spray apply epoxy coating to all surfaces. NOTE: Steps 1-5 shall be executed consecutively with minimal delays; calcium aluminate (Step 6) shall require a cure time of at least twenty-four hours for needed adhesion of epoxy (Step 7) to cement lining. 49.12.3.2 PREPARATION An acid wash shall be used (if needed) to clean and degrease. Then, if the client desires, the rungs shall be removed. Next, the entire structure is thoroughly water and/or sand blasted to remove any loose or deteriorated material. Care shall be taken to prevent any loose material from entering lines and other areas by either plugging the lines ( where feasible) or inserting protective screens. 49.12.3.3 STRUCTURAL REPAIR Hand place or spray apply hydraulic cement material as necessary to prepared surface to fill cracks and voids in structure. Allow twenty (20) minutes before applying waterproofing/crystallization. 49.12.3.4 INFILTRATION CONTROL Pressure injection of hydrophilic gel and hydrophilic foam. 1. Drill 5/8" holes through active leaking surface. 2. Install all zert fittings, as recommended by manufacturer. 3. Inject material until water flow stops. 4. Remove fittings (if necessary). 49.12.3.5 WATERPROOFING/CRYSTALLIZATION PROCESS 1. Apply a slurry coat of powder #1 to moist wall using a stiffbrush, forming an undercoat. 2. Apply dry powder #2 to slurry coat by hand. 3. Brush or spray on sealing liquid during the application to penetrate and initiate the crystal forming process. 4. Repeat steps 2 and 3, until there are no visible leaks. 5. Apply powder #1 as an overcoat. 6. Allow one (1) hour to cure before applying cement lining. 1 101110 SectionlV.doc Page 107 of 127 10/11/2010 11 Section IV - Technical Specifications 49.12.3.6 CEMENT LINING L Dampen surface. 2. Mix material in mixer as recommended for spray or hand trowel application. 3. Apply cement until required build up of at least one half inch (and no more than 2 inches) has been achieved. 4. Trowel to smooth finish, restoring contours of manhole. 5. Texture brush surface to prepare for epoxy finish. 6. Allow for a 24-hour cure time prior to epoxy coating. NOTE: If conditions of heavy humidity prevail, a dry air blower shall be used to facilitate curing times. 49.12.3.7 EPOXY COATING Spray apply epoxy coating using airless spraying equipment until surface is visibly covered and a thickness of at least 30 mils has been achieved. Manhole may be safely entered after six (6) hours, as epoxy will be hardened. Full cure strength will be achieved at forty eight (48) hours. 49.12.3.8 CLEAN UP The work crew shall remove all debris and clean work area. 49.12.3.9 MANHOLE TESTING AND ACCEPTANCE Manhole may be vacuum tested from the top of manhole frame to the manhole base. All pipes entering the manhole shall be plugged, taking care to securely place the plug from being drawn into the manhole. The test head shall be placed and the seal inflated in accordance with the manufacturers' recommendations. A vacuum pump of ten (10) inches of mercury shall be drawn and the vacuum pump shut off. With the valves closed, the time shall be. measured for the vacuum to drop to nine (9) inches. The manhole shall pass if the time is greater than sixty (60) seconds for forty eight (48) inch diameter, seventy five (75) seconds for sixty (60) inches, and ninety (90) seconds for seventy two (72) inch diameter manholes. If the manhole fails the initial test, necessary repairs shall be made. Retesting shall proceed until a satisfactory test is obtained. Tests shall be performed by the Contractor under the direction of the Project Engineer. 49.12.3.10 WARRANTY All materials and workmanship shall be warranted to the Owner for a period of five (5) years, provided that all the above mentioned repair steps are used. 50 PROJECT INFORMATION SIGNS This article deleted. See SECTION III, ARTICLE 23 - PROJECT INFORMATION SIGNS. 51 IN-LINE SKATING SURFACING SYSTEM 51.1 SCOPE 1. These specifications pertain to the application of the Plexiflor Color Finish System over recreational areas intended for In-Line Skating activities. The materials specified in the 101110 SectionlV.doc Page 108 of 127 10/11/2010 Section 1V - Technical Specifications site plans shall be of colors indicated and for application over the Plexipave Acrylic Latex System. 2. The work shall consist of suitable cleaning and preparation of the surface to assure a satisfactory bond of the system to the existing surface. 3. All coverage rates are calculated prior to dilution. 4. Plexiflor In-line Skating Surfacing System • 1 Coat of Acrylic Resurfacer • 2 Coats of Fortified Plexipave 2 Coats of Plexiflor 0 Plexicolor Line Paint 51.2 SURFACE PREPARATIONS 51.2.1 ASPHALT Allow new asphalt to cure a minimum of 6 months. The surface must be checked for birdbaths, cracks and other irregularities and repaired with Court Patch Binder according to California Specification Section 10.14. (Surfacing prior to six months may make the asphalt subject to indentation). ¦ 51.2.2 CONCRETE Concrete shall have a wood float or broom finish. DO NOT PROVIDE STEEL TROWEL ' FINISH. DO NOT USE CURING AGENTS OR CONCRETE HARDENERS. Allow the concrete to cure a minimum of 30 days. Acid Etch the entire surface with Concrete Preparer according to California Specification Section 10.13. Check surface for birdbaths, cracks and other irregularities and repair with Court Patch Binder according to California Specification Section 10.14. 51.2.3 COURT PATCH BINDER MIX Court Patch Binder Mix: 100 Lbs. #80-100 Mesh Silica Sand (dry) 3 gallons Couth Patch Binder ' 1 to 2 gallons Portland Cement. 51.3 APPLICATION OF ACRYLIC FILLER COAT 1. Application of the Acrylic Resurfacer Mix shall be applied to the clean, dry, level surfaces to receive the Plexiflor Surfacing System. The mix shall be applied according to California Specification Section 10.8 using the following mix: Acrylic Resurfacer 55 gallons Water (Clean and Potable) 20-40 gallons Sand (60-80 mesh) 600-900 pounds Liquid Yield 112-138 gallons 2. Over asphalt surfaces, apply the Acrylic Resurfacer Mix in one or two coats (depending on surface porosity) at a rate of .05 -.07 gallons per square yard per coat. 3. Non-coated concrete surfaces must be neutralized with concrete preparer and primed with California Ti-Coat according to Specification Section 10.17. The Acrylic Resurfacer Mix 101110 SectionlV.doc Page 109 of 127 10/11/2010 Section IV - Technical Specifications 1 must be applied within 3 hours of the TiCoat application while the primer is dry but still tacky to the touch. Apply the Acrylic Resurfacer Mix in one or two applications at a rate of .05-.07 gallons per square yard per coat. ' 51.4 APPLICATION OF FORTIFIED PLEXIPAVE After the filler coat application has dried, apply two coats of Fortified Plexipave at an undiluted ' rate of .05-.07 gallons per square yard per coat using the following mix: Plexipave Color Base 30 gallons Plexichrome 20 gallons Water 20 gallons 51.5 PLEXIFLOR APPLICATION 1. Plexiflor is factory premixed and ready to use from the container. The material may be diluted with one (1 ) part water to six (6) parts Plexiflor to improve flowability and provide uniform application. 2. Apply two coats of Plexiflor at a rate of.04-.05 gallons per square yard per coat. 3. Plexiflor is applied (in a similar manner to Plexipave) in windrows on the surface with sufficient quantity to cover as the squeegee is pulled over the surface. Apply only light pressure to the squeegee. Do not allow ridges to form between passes of the squeegee. Ridges existing after material dries should require corrective action. 4. Plexiflor and its preliminary coatings should be allowed to thoroughly dry prior to application of subsequent coats. 51.6 PLAYING LINES Four hours minimum after completion of the color resurfacing, playing lines shall be accurately located, marked and painted with Plexicolor Line Paint as specified by The National In-Line Hockey Association. 51.7 GENERAL 1. The contractor shall remove all containers, surplus materials and debris upon completion of work leaving the site in a clean, orderly condition that is acceptable to the owner. Gates shall be secured and all containers shall be disposed of in accordance with Local, State and Federal regulations. 2. Materials specified for the Plexiflor System shall tee delivered to the site in sealed, property labeled arums with California Products Corporation labels that are stenciled with the proper batch code numbers. Products packaged or labeled in any other manner will not be accepted. Mixing with clear, fresh water shall only be done at the job site. Coverage rates are based upon material prior to mixing with water as specified. 51.8 LIMITATIONS 1. Do not apply if surface temperature is less than 50°F or more than 1 40°F. 2. Do not apply when rain or high humidity is imminent. 3. Do not apply when surface is damp or has standing water. 101110 SectionIV.doc Page 110 of 127 10/11/2010 I' Section IV - Technical Specifications 4. Plexiflor will not hide surface. imperfections of previous coatings. 5. Keep from freezing. Do not store in the hot sun. 6. Keep containers tightly closed when not in use. 7. Plexiflor will not prevent substrate cracks from occurring. 8. Plexiflor will mark slightly from normal use of some In-line Skates. 9. Coefficient of friction = 0.78 10. Coating Application Drying Time: 30 minutes to 1 hour at 70°F with 60% relative humidity. 11. Keep court clean. Excess dirt or foreign material can cause the surface to be slippery. In-Line hockey is a physical sport. Always wear NIHA recommended protective gear. 52 RESIDENT NOTIFICATION OF START OF CONSTRUCTION This article deleted. See SECTION 111, ARTICLE 22 - RESIDENT NOTIFICATION OF START. ' OF CONSTRUCTION. 53 GABIONS AND MATTRESSES 53.1 MATERIAL 53.1.1 GABION AND RENO MATTRESS MATERIAL 53.1.1.1 PVC COATED WIRE MESH GABIONS & MATTRESSES i' Gabion & mattress basket units shall be of non-raveling construction and fabricated from a double twist by twisting each pair of wires through three half turns developing the appearance of a triple twist. The galvanized wire core shall have a diameter of 0.1063 inches (approx. US gauge 12). All wire used in the fabrication of the gabion shall comply with or exceed Federal Specifications QQ-W-461H, possess a maximum tensile strength of 70,000 p.s.i. with a Finish 5, Class 3 zinc coating in accordance with the current ASTM A-641. The weight of zinc coating ' shall be determined by ASTM A-90. The grade of zinc used for coating shall be High Grade or Special High Grade, as prescribed in ASTM B-6, Table 1. Uniformity of coating shall equal or exceed four 1-minute dips by the Preece test, as determined by ASTM A-239. ' The PVC coating shall be extruded and adhere to the wire core prior to weaving. The PVC coated wire shall be woven into a double twisted hexagonal mesh having uniform openings of 3 1/4 inches by 4 '/2 inches. The overall diameter of the mesh wire (galvanized wire core plus PVC coating) shall be 0.146 inches. Selvedge and reinforcing wire shall be of heavily galvanized wire core, 0.1338 inches in diameter (approx. US gauge 10), coated with PVC and having an overall diameter (galvanized wire core plus PVC coating) of 0.173 inches. Lacing and connecting wire ' shall be of soft tensile strength (75,000 PSI max), heavily galvanized wire core, 0.087 inches in diameter (approx. US gauge 13 ''/2), coated with PVC and having an overall diameter (galvanized wire core plus PVC coating) of 0.127 inches. The use of alternate wire fasteners shall be ' permitted in lieu of tie wire providing the alternate fastener produces a four (4) wire selvedge joint with a strength of 1200 lbs. per linear foot while remaining in a locked and closed condition. Properly formed interlocking fasteners shall be spaced from 4 to 6 inches and have a ' minimum 3/4 square inch inside area to properly confine the required selvedge wires. Tiger-Tite 101110 SectionlV.doc Page 111 of 127 10/11/2010 Section 1V - Technical Specifications Interlocking Fasteners are an approved alternate joint material. The Interlocking Wire Fastener shall meet stainless steel material specification ASTM A-313, Type 302, Class 1, or equal. All of the above wire diameters are subject to tolerance limit of 0.004 inches in accordance with ASTM A-641. 53.1.1.2 PVC (POLYVINYL CHLORIDE) COATING The coating shall be gray in color and shall have a nominal thickness of 0.0216 inches but not less than 0.015 inches in thickness. The protective PVC plastic shall be suitable to resist deleterious effects from exposure to light, immersion in salt or polluted water and shall not show any material difference in its initial compound properties. The PVC compound is also resistant to attack from acids and resistant to abrasion. 1. Specific Gravity: a. According to ASTM D-2287 and ASTM D- 792; in the range of 1.30 to 1.34. 2. Tensile Strength: a. According to ASTM D-142; not less than 2980 psi. 3. Modulus of Elasticity: a. According to ASTM D-412; not less than 2700 psi at 100% strain. 4. Resistance to Abrasion: a. According to ASTM 1242; weight loss <12% (Method B). 5. Brittleness Temperature: a. According to ASTM D-746, Procedure A; shall be at least 8.3 degrees centigrade below the minimum temperature at which the gabions will be handled or placed but not lower than -9.4 degrees centigrade. 6. Hardness: a. According to ASTM D-2240; shall be between 50 and 60 Shore D when tested. 7. Creeping Corrosion: a. Maximum corrosion penetration to the wire core from a square cut end section shall not be more than 25mm when the specimen has been immersed for 2000 hours in a 50% SOLUTION HC I (hydrochloric acid 12 Be). 53.1.1.3 ACCELERATED AGING TESTS Variation of the initial properties will be allowed, as specified below, when the specimen is submitted to the following Accelerated Aging Tests: 1. Salt Spray Test: a. According to ASTM B-117 b. Period of test = 3000 hours. 2. Exposure to ultraviolet rays: a. According to ASTM D-1499 and ASTM G-23 (Apparatus Type E). Period of test = 3000 hours at 63 degrees centigrade. 101110 SectionIV.doc Page 112 of 127 10/11/2010 ' Section IV - Technical Specifications 3. Exposure to high temperature: a. Testing period: 240 hours at 105 degrees centigrade, when tested in accordance with ASTM D- 1203 and ASTM D-2287. 53.1.1.4 PROPERTIES AFTER AGING TESTS After the above Accelerated Aging Tests have been performed, the PVC compound shall exhibit the following properties: 1. Appearance: a. The vinyl coating shall not crack, blister or split and shall not show any remarkable . change in color. 2. Specific Gravity: a. Shall not show change higher than 6% of its initial value. ' 3. Durometer Hardness: a. Shall not show change higher than 10% of its initial value. ' 4. Tensile Strength: a. Shall not show change higher than 25% of its initial value. 5. Elongation: a. Shall not show change higher than 25% of its initial value. 6. Modulus of Elasticity: a. Shall not show change higher than 25% of its initial value. 7. Resistance to Abrasion: a. Shall not show change higher than 10% of its initial value. 8. Brittleness Temperature: a. Cold Bend Temperature - Shall not be lower than -20 degrees centigrade. b. Cold Flex Temperature -Shall not be higher than +18 degrees centigrade. 53.1.2 GABION AND MATTRESS FILLER MATERIAL: The filler stone shall be limestone from a source approved by the Engineer before delivery is started. Representative preliminary samples of the stone shall be submitted by the contractor or supplier for examination and testing by the Engineer. The stone shall have a minimum specific gravity of 2.3 and be of a quality and durability sufficient to insure permanency in the structure. The individual stones shall be free of cracks, seams, and other defects that would tend to promote deterioration from natural causes, or which might reduce the stones to sizes that could not be retained in the gabion or mattress baskets. The stone shall meet the following physical requirements: • Absorption, maximum 5% • Los Angeles Abrasion (FM 1 OT096), maximum loss 45% • Soundness (Sodium Sulphate), (FM 1-T104), maximum loss 12% 101110 SectionIV.doc Page 113 of 127 10/11/2010 Section IV -Technical Specifications • Flat and elongated pieces, materials with least dimension less than one third of greatest dimension shall not exceed 5% by weight. All filler material shall be uniformly graded between 4 inch and 8 inch, (equivalent spherical diameter) and shall be angular in form. Rounded stones shall not exceed 10% of the stone, by weight and 70% of the stone, by weight, shall exceed the largest dimension of the mesh opening. 53.1.3 MATTRESS WIRE Mattress wire shall conform to the same specifications as gabions except as follows: 1. The nominal diameter of the wire used in the fabrication of the netting shall be 0.0866 inches minimum, subject to diameter tolerance in accordance with the current ASTM A 641, Table 3. 2. All wire shall be galvanized according to ASTM A 641, Table 1. The minimum weight of the zinc coating shall be 0.70 ozs./sq. ft. for the 0.0866 inch wire used for mesh and lacing and 0.80 ozs./sq. ft. for the 0.106 wire used for selvedge. 3. Adhesion of the zinc coating to the wire shall be capable of being wrapped in a close helix at a rate not exceeding 15 turns per minute around a cylindrical steel mandrel having a diameter 3 times the nominal wire diameter being tested. After the wrap test is completed, the wire shall not exhibit any cracking or flaking of the zinc coating to such an extent that any zinc can be removed by rubbing with bare fingers. 53.1.4 GEOTEXTILE FABRIC Fabric shall conform to FDOT Standard Index 199, Type D-2, and FDOT Standard Specifications, 1996 edition, Section 985. 53.2 PERFORMANCE Gabions and Reno Mattresses shall be installed according to the manufacturer's recommendations and as shown on the Drawings. Fabrication of gabion baskets shall be in such a manner that the sides, ends, lid and diaphragms can be assembled at the construction site into rectangular baskets of the sizes specified and shown on the Drawings. Gabions and mattresses shall be of single unit construction; the base, lid ends and sides shall be either woven into a single unit or one edge of these members connected to the base section of the gabion in such a manner that the strength and flexibility at the connecting point is at least equal to that of the mesh. Where the length of the gabion and mattress exceeds one and one-half its horizontal width, they shall be equally divided by diaphragms of the same mesh and gauge as the mattresses shall be furnished with the necessary diaphragms secured in proper position on the base so that no additional tying is required at this juncture. The wire mesh is to be fabricated so that it will not ravel. This is defined as the ability to resist pulling apart at any of the twists or connections forming the mesh when a single wire strand in a section of mesh is cut. Each gabion or mattress shall be assembled by tying all untied edges with binding wire. The binding wire shall be tightly looped around every other mesh opening along seams so that single and double loops are alternated. A line of empty gabions shall be placed into position according to the contract drawings and binding wire shall be used to securely tie each unit to the adjoining one along the vertical reinforced edges and the top selvedges. The base of the empty gabions placed on top of a filled line of gabions shall be tightly wire to the latter at front and back. 101110 SectionIV.doc Page 1] 4 of 127 10/11/2010 Section IV - Technical Specifications To achieve better alignment and finish in retaining walls, gabion stretching is recommended. ' Connecting wires shall be inserted during the filling operation in the following manner: Gabions shall be filled to one third full and one connecting wire in each direction shall be tightly tied to opposite faces of each cell at one third height. The gabion shall then be filled to two thirds full ' and one connecting wire in each direction shall be tightly tied to opposite face of each cell at one two third height. The cell shall then be filled to the top. Filler stone shall not be dropped more than 12" into the gabions and mattresses. Geotextile fabric shall be installed at locations shown in the Drawings. The surface to receive the cloth shall be prepared to a relatively smooth condition free of obstructions which may tear or cut the cloth. The panel shall be overlapped a minimum of 30 inches and secured against movement. Cloth damaged or displaced during installation, gabion work, or backfill shall be replaced or repaired to the satisfaction of the Engineer at the contractor's expense. The work shall be scheduled so that the fabric is not exposed to ultraviolet light more than the ' manufacturer's recommendations or five days, whichever is less. 54 LAWN MAINTENANCE SPECIFICATIONS N 54.1 SCOPE ' To remove trash and debris from landscape and paved area; maintenance and fertilization of plant beds and landscape materials; maintenance, repair, and operation of irrigation systems; ornamental pest control; palm pruning; maintenance of traffic; and the cleaning of hard surfaces at designated areas. The Contractor is to work with the City in coordinating maintenance activities and reporting irregularities in the work zone. The Contractor(s) will provide the labor and materials required to maintain the landscaped street medians including: • Traffic safety and Maintenance of Traffic; • Trash and debris removal from the job site; • Removal of weeds in landscaped areas and hard surfaces; • Proper trimming and pruning of landscape plants and palms; • Proper fertilization and pest control of landscape and palms (may be subcontracted); • Irrigation service and repair; • Mulch replacement; • Cleaning of hard surfaces; and the • Reporting of irregularities at the job site. 54.2 SCHEDULING OF WORK The Contractor(s) shall accomplish all landscape maintenance required under the contract between the hours of 6:30 a.m. and 7:00 p.m. Monday through Saturday, excluding observed holidays. The City may grant, on an individual basis, permission to perform contract maintenance at other hours. All work shall be completed in a continuous manner, that is the cleanup, weeding, trimming, etc., be completed before leaving the job site. 101110 SectionIV.doc Page 115 of 127 10/11/2010 Section IV -Technical Specifications 54.3 WORK METHODS 54.3.1 MAINTENANCE SCHEDULING The Contractor(s) will adhere to a work schedule provided by the City (see Level of Service). Any variations to that schedule, requested by either party, must be approved, either verbally or in writing by an authorized representative of the other party. 54.3.2 DUTIES PER SERVICE VISIT The contractor(s) shall provide the following service at each scheduled visit to the designated location: 54.4 LITTER Remove trash and debris from the area to be maintained. Proper disposal of collected trash and debris is a requirement of the contractor. Extraordinary amounts of debris caused by hurricanes, tornadoes, vandalism, etc., would be the responsibility of the City to clean up. The contractor should report such accumulations of debris when they are encountered. Bids for the extraordinary cleanup from the contractor would be considered. 54.5 VISUAL CHECK The site should be checked for irregularities, such as irrigation leaks, vehicle damage, dead or damaged plant material, vandalism, etc., which should be reported to the City within 24 hours after providing the service. 54.6 PLANT TRIMMING AND PALM PRUNING All plant material should be trimmed in a manner that promotes the natural shape and mature size of the particular specie. Trimming should be performed at intervals that will maintain plants in a neat appearance. Trimming should be performed to promote fullness of the plants, while maintaining height restrictions in Clear Sight Zones as established on the landscape plans. Plants shall be kept trimmed to the back of curb. Brown foliage shall be removed from Liriope. Palm pruning to be performed at least once per year, preferably in late June or July following flower formation, according to the following specifications: 54.7 PHOENIX SPECIES (CANARY DATE, INDIA DATE, PYGMY DATE, ETC.) Remove all descending fronds, to the base of the frond; all parallel and ascending fronds are to remain in order to leave a full, rounded head; seed heads may remain, but remove old faded heads that are encountered in the pruning process; remove loose frond boots; remove vegetation; such as strangler figs, Brazilian Pepper, Asparagus fern, etc., growing in the frond boots or on the trunk. Provide the rounded, classic cut on all Medjool palm boots. No climbing spikes allowed on palms. 54.8 DEBRIS REMOVAL All debris from pruning process is to be removed from the job site and disposed of by the contractor. Work sites should be left in a clean and neat appearance upon completion. 101110 SectionIV.doc Page 116 of 127 10/11/2010 I Section IV - Technical Specifications 54.9 TRAFFIC CONTROL Proper and safe work zones in vehicular traffic areas are to be set up and maintained by the contractor, according to the attached Maintenance of Traffic specifications. 54.10 PEDESTRIAN SAFETY Contractor is responsible for maintaining safe work zones in areas where pedestrian and park users are present. The City reserves the right to limit the hours of operation in certain high pedestrian use areas. 54.11 PLANT FERTILIZATION ' All tree and plant material should be fertilized with the appropriate amount of 20-6-12 sulfur coated, slow release, ornamental fertilizer, three times per year. Applications should be made in mid-February, early June, and mid-September, for the first two years. Fertilizer types and _ amounts will change with requirements of maturing landscape materials. 54.12 WEED REMOVAL IN LANDSCAPED AREA Weeds should be removed on a regular basis in order to keep them from being visibly noticeable. Weed control with the use of appropriate herbicides is allowable, given they are properly applied by a certified applicator. Herbicide damage to landscape material will be remedied by contractor at his/her expense. 54.13 MULCH CONDITION Should be maintained at a thickness that will discourage weed growth as well as help retain soil moisture, usually 3 inches. 54.14 IRRIGATION SERVICE AND REPAIR Should be performed at each visit to assure the systems proper operation and timing. Drip tubing should be kept covered with mulch. Timer should be checked for proper time of day and operating schedule. Leaks or breaks in the system should be repaired before the next scheduled system running time. All repairs which will be charged at $20.00 or more must be approved in advance by the city. Minor repairs, less than $20.00, should be billed to the City in addition to the monthly maintenance fee. 54.15 LAWN AND ORNAMENTAL PEST CONTROL Should be performed by a properly licensed and certified applicator to keep pest populations at a ' less than damaging level. Landscape materials lost to or extensively damaged by pests will be replaced by the contractor at the contractor's expense. Diazinon products are not to be used on City properties. 54.16 PALM FERTILIZATION Apply three pounds of Magnesium sulfate and one pound of Potassium evenly, per tree, across the root zone (typically within the dripline), annually in early February. 10 1110 SectionIV.doc Page 117 of 127 10/11/2010 n Section IV - Technical Specifications 54.17 FREEZE PROTECTION The City will provide a freeze/frost protection fabric for the Contractor to install over freeze/frost sensitive plants (Lantana and Pentas). The covering material will be stored at a City facility (yet to be determined). Contractor will remove the covering material from storage and install over the sensitive plants, securely fastening edges of the material to the ground per manufacturer's directions. The City will furnish metal pins needed for securing fabric to the ground. The City will notify the Contractor one (1) day or twenty-four (24) hours minimum prior to the need to protect plant material. After uses, the Contractor will prepare the fabric for storage and return it to the designated City facility. Protective covering shall be removed the following afternoon or remain in placed as directed by the City. The City shall notify the Contractor by 11:00 a.m. about removing the cover or keeping it in place due to continued freezing temperatures. The City may cancel the freeze protection event at any time prior to the end of the scheduled installation day (5:00 p.m.) The Contractor will be compensated for the number of hours mobilization or on-site work at the contracted rate per man-hour unit price. The Contractor shall provide a unit price for the installation and removal of the covering fabric on a per event basis, as well as an hourly rate per employee required. The City and contractor will coordinate appropriate irrigation operations with weather conditions. Should freeze/frost damage occur, the Contractor shall perform remedial work as per unit basis, as directed by the City. 54.18 LEVEL OF SERVICE This location is to be serviced weekly. Repairs to damage or vandalism to be made within 7 working days of reported irregularity. Weekly visits should occur no closer than six and no further than ten calendar days apart. 54.19 COMPLETION OF WORK Within 24 hours of completing work the contractor shall notify the supervisor assigned to monitor the contract either in person or by phone of said completion. It is acceptable to leave a phone message. However, to make certain the message is received, it is advisable to call between 6:30 a.m. - 7:30 a.m. or 2:30 p.m. - 3:00 p.m. 54.20 INSPECTION AND APPROVAL Upon receiving notification from the Contractor, the City shall inspect the serviced location the following business day. If, upon inspection, the work specified has not been completed, the City shall contact the Contractor to indicate the necessary corrective measures. The Contractor will be given 48 hours from this notification to make appropriate corrections. If the work has been completed successfully then the City will pay for services billed. 54.21 SPECIAL CONDITIONS 1. This location will be newly installed and under warranty by the installer for a six month period on plants and 12 month warranty on palms. Landscape installer will coordinate irrigation operation with the Maintenance contractor to assure adequate irrigation to the landscape materials. Installer will also be responsible for the untying of palm heads/fronds as he feels appropriate. 2. All listed acreage or square footage figures are estimates. 101110 SectionIV.doc Page 118 of 127 10/11/2010 Section IV -Technical Specifications 3. All maintenance shall be performed in a good and workmanlike manner, consistent with trade practices and standards which prevail in the industry. ' 4. The Contractor shall be responsible for damage to any plant material or site feature caused by the Contractor or his/her employees. The Contractor shall be notified in writing of the specific nature of the damage and cost of repair.. The City shall, at its option, invoice the Contractor for the payment, or reduce by the amount of the repairs the next regular payment to the Contractor. 5. Occasionally circumstances (standing water, prolonged inclement weather, parked vehicles, etc.) may make all or portions of a location unserviceable during the regular schedule. The Contractor shall notify the City Supervisor of such occurrences, and shall schedule to perform the required maintenance to the location as soon as the pertaining circumstances are relieved. 55 MILLING OPERATIONS 55.1 EQUIPMENT, CONSTRUCTION & MILLED SURFACE Unless otherwise noted in the specs, plans or this Article, the milling operation shall be performed in accordance with Section 327 of FDOT's Standard Specifications (latest edition). The Contractor shall notify the Project Inspector a minimum of 24 hours in advance of all milling. 55.2 ADDITIONAL MILLING REQUIREMENTS 1. If the milling machine is equipped with preheating devices, the contractor is responsible to secure any necessary permits, and for complying with all local, state and federal environmental regulations governing operation of this type of equipment. .2. All milled surfaces must be repaved within seven days from the time it was milled, unless otherwise noted in the contract documents. 3. Prior to paving, all milled areas shall be swept with a Municipal type sweeper either of the vacuum or the mechanical type, that picks up and hauls off, dust and dirt (the Broom Tractor way of sweeping is not be permitted). The sweeper must be equipped with its own water supply for pre-wetting to minimize dust. Moreover, the Contractor shall sweep debris off of sidewalks, driveways and curbs in addition to the roadways before leaving the job site. 4. In cases where concrete valley swales are present, the adjoining pavement shall be milled to allow for the new asphalt grade to be flush with the contract surface. 5. The Contractor shall be responsible for removing any asphalt that remains in the curb line and/or median curbs after the milling operation of a street is complete. The cost of this removal shall be included in the bid item for milling. b. All radius returns on streets to be milled shall also be milled unless otherwise directed by the Engineer, with payment to be included in the bid item for milling. 7. Any leveling or base replacement required after milling shall be applied to sections of the road as noted on the plans, or directed by the Engineer, per Section 330 of FDOT's 2000 Standard Specifications for S-Type resurfacing projects or Section 330 (latest edition) for 101110 SectionIV.doc Page 119 of 127 10/11/2010 II Section IV - Technical Specifications superpave resurfacing projects. The cost shall be included in the per ton unit cost for asphalt, unless otherwise noted in the project scope and plans. Any roadway base material exposed as a result of the milling operation shall be primed that same day (unless otherwise directed by the Engineer) per Section 300 of FDOT's Standard Specifications (latest edition). Repairs required to said base that result from a failure to place the prime in a timely manner shall be done to the City's satisfaction, and at the Contractor's expense. No paving of the exposed base can commence until the City approves the repaired base. The cost of said prime shall be included in the bid item for milling. 9. Prior to the placement of asphalt, the face of all curbs and driveways shall be tacked after the milling operation is complete. 55.3 SALVAGEABLE MATERIALS All surplus existing materials resulting from milling operations shall remain the property of the City. The transporting and stockpiling of salvageable materials shall be performed by the Contractor. The Contractor shall contact the Public Services Division at (727) 562-4950 to schedule delivery of material. 55.4 DISPOSABLE MATERIALS All surplus materials not claimed by the City shall become the property of the Contractor. The Contractor shall dispose of the material in a timely manner and in accordance with all regulatory requirements in areas provided by the Contractor at no additional expense to the City. 55.5 ADJUSTMENT AND LOCATION OF UNDERGROUND UTILITIES All utilities and related structures requiring adjustment shall be located and adjusted by their owners at the owner's expense. The Contractor shall arrange his schedule to allow utility owners the time required for such adjustments (minimum 48 hours notice per State Statute). All utility adjustments shall be completed prior to the commencement of milling and resurfacing operations. 55.6 ADJUSTMENT OF UTILITY MANHOLES The necessary adjustments of sanitary sewer and stormwater utility manholes and appurtenances shall be accomplished by the Contractor in accordance with Section IV, Article 23.7 of the City's Technical Specifications. 55.7 TYPES OF MILLING There are two types of milling used by the City: A. Wedge - This will consist of milling a six foot wide strip along the curb line of the pavement adjacent to the curb so the new asphalt will align with the original curb height and pavement cross section. B. Full Width - This will consist of milling the entire roadway (i.e. curb line/edge of pavement to curb line/edge of pavement). All existing horizontal and vertical geometry shall remain unless otherwise indicated or approved by the Engineer. 101110 SectionIV.doc Page 120 of 127 10/11/2010 Section IV - Technical Specifications 55.8 MILLING OF INTERSECTIONS ' Intersections, as well as other areas (including radius returns) are to be milled and repaved to restore and/or improve the original drainage characteristics. Said work should extend approximately 50 to 100 feet in both directions from the low point of the existing swale. 55.9 BASIS OF MEASUREMENT The quantity to be paid for will be the area milled, in square yards, completed and accepted. 55.10 BASIS OF PAYMENT The unit price for milling shall include: all materials, preparation, hauling, transporting and stockpiling of salvageable materials, disposal of all surplus material, any required milling of radius returns and intersections, prime and/or tack coat either required or placed at Engineer's discretion, removal of asphalt from curbs, sweeping, labor, equipment, and all incidentals necessary to complete the milling in accordance with the plans and specifications. 56 CLEARING AND GRUBBING The work included in this specification includes the removal and disposal of all structures, appurtenances, asphalt, concrete, curbs, walls, trees, roots, vegetation, boulders, conduits, poles, posts, pipes, inlets, brush, stumps, debris and other obstructions resting on or protruding through the ground surface necessary to prepare the area for construction. Clearing and grubbing shall be performed in accordance with Section 110 of FDOT's Standard Specifications (latest edition). Unless otherwise specified in the contract documents, the Contractor shall take ownership of all removed material and dispose of them off-site in accordance with all Local, State and Federal Requirements. 56.1 BASIS OF MEASUREMENT The basis of measurement shall be either a lump sum quantity or the number of acres cleared and grubbed as specified on the plans or directed by the Engineer. 56.2 BASIS OF PAYMENT The pay item for clearing and grubbing shall include: all removal and disposal of materials and structures as well as all materials, hauling, equipment, tools, labor, leveling of terrain, landscape trimming and all incidentals necessary to complete the work. 57 RIPRAP The work included in this specification includes the construction of either sand-cement or rubble riprap as shown on the plans. The riprap shall be constructed per Section 530 of FDOT's Standard Specifications (lastest edition). 57.1 BASIS OF MEASUREMENT The basis of measurement for riprap shall be the volume of sand used in cubic yards for sand- cement, or the dry weight in tons for rubble. 101110 SectionIV.doc Page 121 of 127 10/11/2010 Section IV - Technical Specifications 57.2 BASIS OF PAYMENT The pay item for sand-cement riprap shall include: all materials, testing, labor, grout, hauling, equipment, excavation, backfill, dressing and shaping for placement of sand-cement and all incidentals necessary to complete the work. The pay item for rubble riprap shall include: all materials, required bedding stone, dressing and shaping for placement of bedding stone, filter fabric, testing, hauling, excavating, backfill, dressing and shaping for placement of rubble, and all incidentals necessary to complete the work. No payment will be granted if concrete or stone that exists on-site is used as rubble riprap. 58 TREATMENT PLANT SAFETY This article applies to all City projects located at one of the City's Wastewater Treatment Plants (WWTP) or Potable Water Reservoirs. 58.1 HAZARD POTENTIAL The Contractor shall be aware that hazardous materials are used at the WWTP's and the water reservoirs. These may include sodium hypochlorite, gaseous chlorine, sulfur dioxide and ammonia. Potential safety hazards associated with these substances include: • An accidental spill or release can impair respiratory functions and result in severe burns to the skin and eyes. At the pre-construction conference, the contractor will be provided with a copy of the City of Clearwater Public Utilities Department Emergency Response Plan, and a copy of the applicable Material Safety Data Sheets. All employees of the contractor and sub-contractor assigned to this job shall be familiar with the content of these documents. 58.2 REQUIRED CONTRACTOR TRAINING Prior to issuance of a notice to proceed, the contractor must submit documentation regarding employee safety training relating to the items in Section A above. The documentation must include: • Verification that all employees assigned to this job have received and understood training in the proper work practices necessary to safely perform the job while working around gaseous chlorine and sulfur dioxide gas. • The date of the training, and * The means used to verify that the employee understood the training. 59 TRAFFIC SIGNAL EQUIPMENT AND MATERIALS All traffic signal work shall be performed per the latest edition of FDOT's Standard Specifications (Sections 603 through 699), unless otherwise specified in the contract documents and plans. This specification includes, but is not limited to, the following items: all necessary equipment, materials, guaranties, acceptance procedures, signal timings, field tests, grounding, conduit, signal and interconnect cable, span wire assemblies, pull and junction boxes, electrical power service assemblies, poles, signal assemblies, pedestrian assemblies, inductive loop detectors, 101110 ScctionIV.doc Page 122 of 127 10/11/2010 Section IV - Technical Specifications pedestrian detectors, traffic controller assemblies, controller cabinets and accessories, removal of existing traffic signal equipment, and internally illuminated signs. All traffic signal installations shall be mast arms and conform to the requirements of FDOT's Mast Arm Assembly standard, and shall be signed and sealed by a professional engineer registered in the state of Florida. All mast arm calculations, as well as the geotechnical report, shall also be signed and sealed by a professional engineer registered in the state of Florida. All mast arm colors shall be determined and approved by the City prior to ordering from the manufacturer. ' All traffic signal indicators for vehicles and pedestrians shall be LED's and, approved by both the City and FDOT. In addition to this, all pedestrian signal indicators shall utilize countdown features. Contractor changes to the operation of an existing signal is PROHIBITED unless directed by the City's Traffic Engineering Division. 59.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials, testing and incidentals required to complete the work per the plans. 60 SIGNING AND MARKING All signing and marking work shall be performed per the latest edition of FDOT's Standard Specifications, unless otherwise specified in the contract documents and plans. This specification includes the following work: RPM's (Section 706), painted traffic stripes and markings (Section 710), thermoplastic stripes and markings (Section 711) and tubular delineators/flex posts (Sections 705 and 972). The Contractor is responsible to ensure that striping is correctly placed. Errors in striping or markings shall be "blacked-out" with paint, unless otherwise directed by the Engineer. No payment will be made for these incorrect or "blacked-out" areas. Omissions in striping or markings shall be corrected to the City's satisfaction prior to any payment being made. 60.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, preparation, materials and incidentals required to complete the work per the plans. 61 ROADWAY LIGHTING All roadway lighting shall be constructed per Sections 715 and 992 of FDOT's Standard Specifications (latest edition), unless otherwise specified in the contract documents and plans. I 61.1 BASIS OF MEASUREMENT AND PAYMENT The basis of measurement and payment shall be specified in the contract documents and/or plans and shall include all equipment, materials, testing and incidentals required to complete the work per the plans. 101110 SectionIV.doc Page 123 of 127 10/11/2010 Section 1V - Technical Specifications 62 TREE PROTECTION 62.1 TREE BARRICADES A. A protective barrier shall be placed around all protected trees and palms prior to land preparation or construction activities within or adjacent to the work zone, including all staging and/or lay down areas. Protective barriers shall be installed as follows: 1. At or greater than the full dripline of all species of Mangroves and Cabbage Palms. 2. At or greater than the full dripline or all protected native pine trees and other conifer species. 3. At or greater than two-thirds of the dripline of all other protected species 4. At or greater than the full drip line of trees within a specimen tree stand. B. Protective barriers are to be constructed using no less than two-inch lumber for upright posts. Upright posts are to be at least four feet in length with a minimum of one foot anchored in the ground. Upright posts are.to be placed at a maximum distance of eight feet apart. Horizontal rails are to be constructed using no less than one inch by four-inch lumber and shall be securely attached to the top of the upright post. The project City's representative must approve any variation from the above requirements. C. Whenever a protective barrier is required, it shall be in place until all construction activity is terminated. The area within the barrier limits shall remain undisturbed by any activity during construction. Native ground cover and understory vegetation existing within the barriers shall remain throughout construction. Exotic plant species may only be removed by manual labor utilizing hand tools or by other means if authorized in writing by the City's representative. D. Prior to the erection of any required protective barrier, all surface foreign material, trash or debris shall be removed from the area enclosed by the barrier, and after erection of the barrier no such material or litter shall be permitted to remain within the protected area. No equipment, chemicals, soil deposits or construction materials shall be placed within such protective barriers. E. No signs, building permits, wires, or other attachments of any kind shall be attached to any protected tree or palm. F. At all times, due care shall be taken to protect the critical root zone of trees protected by this section, and root pruning requirements shall apply to such trees. 62.2 ROOT PRUNING A. Where proposed construction improvements involve excavation and/or impacts to the critical root zone of protected trees, the Contractor shall be required to have an International Society of Arboriculture (ISA) certified arborist perform, or directly supervise root pruning to reduce the impacts of construction. The critical root zone is equivalent to the tree's dripline. Prior to any clearing, grubbing or excavation activities, the affected roots must be severed by clean pruning cuts at the point where grubbing or excavation impacts the root system. Roots can be pruned utilizing specified root. pruning equipment designed for that purpose or by hand digging a trench and pruning roots with a pruning saw, chain saw or other equipment designed for tree pruning. Root pruning by trenching equipment or excavation equipment is strictly prohibited. Roots located in the critical root zone that will be impacted by 101110 SectionlV.doc Page 124 of 127 10/11/2010 ' Section IV -'Technical Specifications construction activities shall be pruned to a minimum depth of 18 inches below existing grade or to the depth of the proposed impact if less than 18 inches from existing grade. Tim Kurtz, ' Senior Landscape Architect is the City's Representative on Public Works projects for root Pruning issues and can be reached at (727) 562-4737, or through the construction inspector assigned to the project. ' B. Root pruning shall only be preformed by or under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. ' C. Any proposed root pruning trenches shall be identified on site (i.e. staked or painted) inspected and approved by the City's representative prior to actual root pruning. D. Root pruning shall be preformed as far in advance of other construction activities as is ' feasible, but at a minimum shall be performed prior to ANY impacts to the soil. Associated tree protection measures should be implemented upon completion of said root pruning. ' E. If there is a likelihood of excessive wind and/or rain exceptional care shall be taken on any root pruning activities. F. Root pruning shall be limited to a minimum of ten inches per one inch of the trunk diameter ' from the tree base. Any exception must be approved by the City's representative prior to said root pruning. G. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root pruning shall be ' done to a minimum depth of 18" from existing grade, or to the depth of the disturbance if less than 18". ' H. Root pruning shall be performed using a Doscocil Root Cutting Machine or equivalent. Alternate equipment or techniques must be approved by the City's representative, prior to any work adjacent to trees to be preserved. ' I. Root pruning shall be completed, inspected and accepted prior to the commencement of any excavation or other impacts to the critical root zones of trees to be protected. J. Excavations in an area where root are present shall not cause the tearing or ripping of tree ' roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root. ' K. Tree roots shall not be exposed to drying out. Root ends shall be covered with native soil or burlap and kept moist until final backfill or final grades has been established. L. When deemed appropriate (e.g., during periods of drought) the City representative may require a temporary irrigation system be utilized in the remaining critical root zones of root pruned trees. ' M. When underground utility lines are to be installed within the critical root zone, the root pruning requirement may be waived if the lines are installed via tunneling or directional boring as opposed to open trenching. ' 62.3 PROPER TREE PRUNING A. All tree pruning and/or root pruning on existing trees to remain shall only be preformed by or ' under the direct supervision of an International Society of Arboriculture (ISA) certified arborist. Furthermore, all tree work shall conform to the American National Standards Institute (ANSI) 2001, American National Standard for tree care operations - Tree, Shrub and other Woody Plant Maintenance - Standard practices (pruning) ANSI A-300. 101110 SectionIV.doc Page 125 of 127 10/11/2010 Section IV - Technical Specifications B. Proper pruning techniques for all lateral branches of protected trees are required. Flush cuts (pruning cuts that remove the branch collar) and stub cuts (cuts that leave a stub on the tree) are improper techniques. Any protected tree that has been improperly pruned will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. C. No protected tree shall have more than 30 percent of its foliage removed. D. No protected tree shall be topped, hat racked or lion-tailed. Any protected tree that has been improperly pruned will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. E. Tree Trunks and limbs shall be protected. The use of tree spikes or other devices that damage trunk and bark tissue on protected trees shall be prohibited. Any protected tree that has been damaged in such a manner will not be recognized as a tree left on the project in a healthy growing condition, and will require replacement consistent with the current City Codes and Ordinances. 63 PROJECT WEB PAGES 63.1 WEB PAGES DESIGN If requested by the City, Engineer shall design the Project Web Site in accordance with the current City Web Site standards and styles. Project Web Site should include general project information as: Project Name & Number, Scope description, Location, Schedule, and Project Contacts. Note: Occasionally City modifies the general design of the City's Web Site, and the Engineer shall consult the City Webmaster for the current requirements, before designing or updating the Project Web Pages. 63.2 WEB ACCESSIBILITY GUIDELINES Project Web Pages should conform to the WX Web Accessibility Guidelines and US Section 508 guidelines whenever possible: http://www.w3_.org/TR/1999/WAI-WEBCONTENT 19990505/ http://www.section508.gov / In particular, use of variable-width tables, user-adjustable/relative font sizes, ALT text for images, CSS whenever possible, etc. Accessibility should be a priority over design/aesthetics. 63.3 THE SUN AND WAVES LOGO AND ITS USE The City's Sun and Waves logo should be used for everyday business, on all print and electronic material. It should be used on all internal correspondence, brochures, advertising, vehicles, apparel and signage. It should be used only in the manner presented here, in the proportion shown here, with no alterations. It should not be condensed, lengthened, or otherwise distorted to fit a space. The logo is approved for use by city departments, and is not to be used by outside vendors without the permission of the City Manager, Assistant City Manager or Public Communications office. Electronic versions of the logo should be obtained from the Public Communications. This is for internal use only. 101110 SectionIV.doc Page 126 of 127 10/11/2010 I' Section IV - Technical Specifications 63.4 MAPS AND GRAPHICS ' Use of maps and graphics is recommended to illustrate the project; only approved graphics should be posted to the Project Web Pages. 63.5 INTERACTIVE FORMS The site should also include an interactive form or other options to allow Public's input sent back to the City regarding the Project. 63.6 POSTING The site should be presented to the City's Webmaster for review and posting to the City's Web Server. Posting of the Project Web Pages to a different than City's Web server, if approved, should be coordinated with the City's Webmaster for resolving all accessibility and conformity issues. 63.7 WEB PAGES UPDATES Unless otherwise specified and agreed Engineer is responsible for keeping the posted Web Pages up-to-date, by sending revisions and updates through the City Project Manager to the City's Webmaster for posting. 1 101110 SectionIV.doc Page 127 of 127 10/11/2010 SECTION IVa SUPPLEMENTARY TECHNICAL SPECIFICATIONS The Technical Specifications of the Construction Contract; Articles 1 through 63 inclusive; are a part of this contract. The following supplements modify, change, delete from or add to the Technical Specifications of the Construction Contract. Where any article of the Technical Specifications is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these supplements, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect. MODIFICATIONS TO TECHNICAL SPECIFICATIONS ARTICLES 1-63 Basis for measurement and payment for all Articles shall be superseded 11 by Division 01630 in Section IVa Supplemental Technical Specifications. ARTICLE 18,19 & 20 Articles 18, 19 and 20 for Underdrains, Storm Sewers, and Sanitary Sewers and Forcemains respectively shall be used as required to restore existing utilities that have been impacted during the installation of the reclaimed water mains. ' ARTICLE 3 - DEFINITION OF TERMS ' 3 Add to the definition of "Estimated Quantities" the following statement: The basis of payment for work and materials will be the actual amount of work done and materials furnished. Contractor agrees that he will ' make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof. ARTICLE 6 - CONCRETE ' 6 Add the following: Mixing time: Deliver concrete to site and discharge within 1-1/2 hour or ' before 300 revolutions of mixer drum, after introduction of mixing water to cement and aggregates or cement to aggregates. 1 ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Supplementary Technical Specifications IVa-1 1 For concrete joints: A. General: Provide joints of types indicated. Hold locations and alignment to within plus 1/4 IN. Finish concrete surface adjacent to previous section to within plus 1/8 IN, with tooled radius of 1/4 IN. B. Metal keyway joints: Form by installing metal parting strip, left in place. Stake and support like side form. Provide dowels or tie bars where indicated. C. Weakened plane joints: 1. Tooled joints: Tool groove in freshly placed concrete. Groove dimensions: 3/8 IN at surface and 1 /4 IN at root. D. Construction joints: Install at end of day's work or wherever concreting must be interrupted for 30 minutes. Place timber bulkhead full depth of slab, securely staked. E. Expansion joints: Place 3/4 IN preformed expansion joints at intervals as indicated and at all junctions with previously placed sidewalks, curb or other structures. Seal sidewalk joints with polyurethane sealant. Finishing concrete: A. As soon as placed, strike off and screed to crown and cross section, slightly above grade so that consolidation and finishing will bring final plan elevations. First pass of fist screed should maintain uniform ridge full width. B. Consolidate by vibrating screeds, internal units or a combination. C. Test with 6 FT straightedges, equipped with long handles and operated from sidewalk. Draw excess water and laitance off from surface. D. Float finish so as to leave no disfiguring marks, but to produce a uniform granular or sandy texture. Exterior sidewalks at buildings shall receive light broom finish. E. Tool pavement edges with suitable edger. F. Final finish shall equal existing textures and conditions. Curing concrete: A. Cure for 7 days by method applicable to ambient conditions. Apply curing medium as soon as possible. Maintain to prevent detrimental loss of water from surface and edges of concrete during entire curing period. B. Burlap curing: Cover entire surface and edges. Keep continuously wet: After removal of forms, fold burlap over back of curb on slab, to subgrade. C. Curing compound: Spray on white-pigmented membrane forming compound. Use power driven spraying equipment, and spread at rate not. to exceed 200 SQ FT/GAL. Concrete surfaces must be moist before application. Recoat, if directed by the Engineer, to Clearwater Harbor Reclaimed Water System Section Wa 0992-0210 Supplementary Technical Specifications IVe-2 eliminate pinholes or holidays. Do not use compound on surfaces to which new concrete is to be bonded. Cold and hot weather concreting: L Cold weather (comply with ACI-306). a. Cease concrete placing when descending air temperature in shade falls below 40° F. Do not resume until ambient temperature has risen to 40° F. b. If placing is authorized maintain temperature of mix between 60 and 80° F. Heat aggregates or water or both. Water temperature may not exceed 175° F; aggregates, 150° F. C. When average daily temperature is below 50° F provide insulative protection of 12 IN minimum thickness loose dry straw or equivalent, for 10 days. d. Remove and replace all frost injured concrete. e. Never use salt or other antifreeze. 2. Hot weather (comply with ACI-305). a. Cease concrete placing when plastic mix temperature cannot be maintained under 90° F. b. Aggregates or water or both may be cooled. Cool water with crushed ice; aggregates by evaporation or water spray. C. Never batch cement hotter than 160° F. ARTICLE 9 - OBSTRUCTIONS 9 Revise the 5th sentence to read, Any survey monument or benchmark which must be disturbed shall be carefully referenced before removal, and unless otherwise provided for, shall be replaced upon completion of the work by a Florida registered Professional Surveyor and Mapper (PSM). ARTICLE 14 - BACKFILL 14 Replace the 3`d and 4th paragraphs with the following: Backfill under all types of paving shall be compacted in layers not to exceed 6" in thickness unless alternate method is approved by the Engineer. Backfill shall be a minimum of 98% compaction as determined by AASHTO T 1.80 (Modified Proctor Density Test) to the bottom of pavement. Backfill outside of pavement areas shall be compacted the full depth to the ' ground surface to a minimum of 95% compaction as determined by AASHTO T 180 (Modified Proctor Density Test). Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Supplementary Technical Specifications IVa-3 Backfill for structures shall be in accordance with Division 02210 IVa Supplemental Technical Specifications. ARTICLE 22 - ROADWAY BASE AND SUBGRADE 22 Add the following: When in Pinellas County ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the Pinellas County, Florida Specifications for Hot Bituminous Mixtures, Plant Methods, Equipment and Construction Methods. When in FDOT ROW: roadway base and subgrade, and all construction methods and workmanship shall conform to the requirements of the FDOT. ARTICLE 23 - ASPHALTIC CONCRETE MATERIALS 23 Add the following: When in Pinellas County ROW: asphaltic concrete material, and all construction methods and workmanship shall conform to the requirements of the Pinellas County, Florida Specifications for Hot Bituminous Mixtures, Plant Methods, Equipment and Construction Methods. When in FDOT ROW: asphaltic concrete material, and all construction methods and workmanship shall conform to the requirements of the FDOT. ARTICLE 38 - EROSION AND SILTATION CONTROL 38 Add the following: See Sedimentation and Erosion Control Notes and Details drawing, which states . "Contractor shall prepare and submit a Stormwater Pollution Prevention Plan (SWPPP) and National Pollutant Discharge Elimination System (NPDES) permit in accordance with FDEP criteria for an NPDES construction activities permit. Visit www.dep.state.fl.us/water/stormwater/npdes for more information. Contractor shall obtain a FDEP generic permit for the discharge of produced groundwater. All soil erosion and sediment control measures shall be installed prior to disturbance and maintained through project completion." Clearwater Harbor Reclaimed Water System Section IVa , 0992-0210 Supplementary Technical Specifications IVa-4 ' 38.9 Add the following: No additional payment will be made to the Contractor for the re- establishment of erosion control devices which may become damaged, ' destroyed, or otherwise rendered unsuitable for their intended function during the construction of the Project. Near completion of the project, when directed by the Engineer, the Contractor shall dismantle and ' remove the temporary devices used for sediment control during construction. All erosion control devices in seeded areas shall be left in place until the grass is established. Seed areas around devices, and ' mulch after removing or filling temporary control devices. Cleanup all areas. t ARTICLE 41- WATER MAINS AND APPURTENANCES 41.2 Article 41.2.2.1 Ductile Iron Pipe shall be superseded by Division 15062 in Section IVa Supplemental Technical Specifications. Article 41.2.2.2 Polyvinyl Chloride (PVC) Pipe shall be superseded by ' either Division 15063 in Section IVa Supplemental Technical Specifications. Article 41.2.2.3 Fittings and Joints shall be superseded by Division 15062 and 15063 in Section IVa Supplemental Technical Specifications. Article 41.2.2.4 Restraint shall be superseded by Division 15062 and 15063 in Section IVa Supplemental Technical Specifications. 1 Article 41.2.4 Valve Boxes: All valve boxes within roadway right-of- way shall have heavy duty load rating meeting highway traffic loads (16,000 lb wheel loads). ' Article 41.2.6 Service Saddles: Shell cutter size shall be per the approved manufacturer's recommendation for the size of the corporation ' stop to be tapped through the service saddle (ex. 1"corp stop requires 7/8" cutter). ' Article 41.3.2.1 Alignment and Grade: The depth of cover over the main shall be a minimum of 36" and a maximum of 60" below finished grade, except where approved by the Owner to avoid conflicts and obstructions. ' Article 41.3.2.2 Installation: For push-on joint connections, cut ends shall be ground smooth and beveled. ' Article 41.3.3.2 Valves: All valves should be installed at the tee in all cases, at a minimum distance not less than 9-inches or the diameter size ' whichever is greater. Clearwater Harbor Reclaimed Water System Section IVa ' 0992-0210 Supplementary Technical Specifications /Va-5 Article 41.3.3.4 Anchorage: See restrained joint table in drawings for length of pipe to be restrained. Article 41.4.1 Hydrostatic Tests shall be superseded by Division 15062, 15063, and 15065 in Section IVa Supplemental Technical Specifications. Article 41.5.2 Flushing shall be superseded by Division 15062, 15063, and 15065 in Section IVa Supplemental Technical Specifications. ARTICLE 44 - WORK ZONE TRAFFIC CONTROL 44.2 Add the following: Right of Way (ROW) Utilization Permits with. approved MOT plans and details for FDOT and Pinellas County ROW have been or will be received by the City. The contractor will be required to abide by the stipulations in the FDOT and Pinellas County ROW Utilization Permits and approved MOT plans when working within the respective ROW. The contractor is responsible for the MOT requirements within City ROW. See Section IV Article 44.4. 44.5 Article 44.5 shall be superseded by the following: The Office of the Traffic Engineer may inspect and monitor the traffic control plan and traffic control devices of the Contractor. ARTICLE 56 - CLEARING AND GRUBBING 56 Add the following: Strip topsoil to whatever depths encountered, in manner to prevent intermingling with underlying subsoil or objectionable material. Remove heavy growths of grass before stripping. Where trees are indicated to be left standing, stop topsoil stripping sufficient distance from such trees to prevent damage to main root system. Stockpile topsoil where directed. Construct storage piles to freely drain surface water and seed or cover storage piles to prevent erosion. Do not strip topsoil in wooded areas where no change in grade occurs. Borrow topsoil to be reasonably free of subsoil, objects over 2 IN diameter, weeds and roots. Disposal of waste materials shall require the removal of all waste materials from site. Do not burn combustible materials on site or bury organic matter on site. All drill cuttings, water or other waste materials caused by the drilling operations which are not required to complete the work shall be removed by the Contractor and disposed of at a location and in a manner in accordance with all Laws and Regulations. Clearwater Harbor Reclaimed Water System Section IVa ' 0992-0210 Supplementary Technical Specifications IVa-6 The following divisions are included as part of supplemental technical specifications. DIVISION 1 - GENERAL REQUIREMENTS 01040 Coordination ...............................................................................................01040-1 01045 Cutting and Patching ..................... ..............................................................01045-1 -2 01.050 Field Engineering .......................... ..............................................................01050-1. -2 01.300 Submittals ..................................... ..............................................................01300-1 - 4 01500 Temporary Facilities ..................... ..............................................................01500-1 -2 01505 Mobilization .................................. ..............................................................01505-1 -2 01630 Measurement and Payment ........... ..............................................................01630-1 -15 01640 Quality Control ............................. ..............................................................01640-1 -3 01650 Testing Laboratory Services ......... ..............................................................01.650-1 - 3 01670 Substitutions and Product Options ............................................................... 01670-1 - 4 01700 Contract Closeout ......................... ..............................................................01700-1 - 3 DIVISION 2 - SITE WORK 02010 Subsurface Investigation ...................................................... 02071 Directional Boring ............................................................... 02072 Directional Boring for Subaqueous Crossings ..................... 02210 Excavation and Trenching ................................................... 02220 Topsoiling and Finished Grading ........................................ DIVISION 5 - METALS 05500 Miscellaneous Metals DIVISION 9 - FINISHES .02010-1-1 .02071-1 - 6 .02072-1- 11 .02210-1-11 .02220-1-2 05500-1 -7 09900 Painting and Coatings .................................................................................09900-1 - 5 09902 Pipe Painting ...............................................................................................09902-1 - 1 DIVISION 15 - MECHANICAL 15062 Ductile Iron Pipe and Fittings ..................................................................... 15062-1 - 8 15063 PVC Pipe ..................................................................................................... 15063-1 - 7 15065 High Density Polyethylene (HDPE) Pipe ................................................... 15065-1 - 9 15066 Tracer Wire and Alarming Tape ................................................................. 15066-1- 2 15100 Valves and Appurtenances .......................................................................... 15100-1-4 END OF SUPPLEMENTARY TECHNICAL SPECIFICATIONS ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Supplementary Technical Specifications iVa-7 SECTION 01040 - COORDINATION PART 1 -GENERAL 1.1 PROJECT COORDINATION A. The Contractor shall provide for the complete coordination of the construction efforts. This shall include but not necessarily be limited to coordination of the following: 1. The work of subcontractors. 2. The flow of material and equipment from suppliers. 3. The interrelated work with public and private utility companies. 4. The interrelated work with the Owner where tie-ins to existing facilities are required and where existing equipment must remain in operation. 5. The effort of independent testing agencies. B. Work Sequence 1. The reclaimed water system shall be constructed from the Marshall St. WRF northward so that reclaimed water can be used for flushing, pigging, and pressure testing and to allow customers to be brought on-line in a timely and orderly fashion. C. Work within FDOT Right-of-Way (Shts. C2-C7) shall be in accordance with the Right-of-Way Utilization Permit. D. Work within Pinellas County Right-of-Way (Shts. C2 C7-C9 C20-C23) shall be in accordance with the Right-of-Way Utilization Permit. E. The Contractor shall provide access to all public and private properties by their Owners when construction is blocking off the accesses to the properties. There shall be no construction work causing service interruptions to utilities customers, unless advance written approval is secured from the affected utility authority. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Coordination 01040-1 SECTION 01045 - CUTTING AND PATCHING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. This Section establishes general requirements pertaining to cutting (including excavating), fitting, and patching of the Work required to: B. Make the several parts fit properly. C. Remove and replace Work not conforming to requirements of the Contact Documents. D. Rework existing items to provide for new construction. 1.2 QUALITY ASSURANCE A. Perform all cutting and patching in strict accordance with pertinent requirements of these Specifications and, in the event no such requirements are determined, in conformance with the Engineer's written direction. B. Codes and standards for work of this section shall be the same as for the pertinent sections of this specification. 1.3 SUBMITTALS A. Request for Engineer's Consent: 1. Prior to cutting which affects structural safety, submit written request to the Engineer for permission to proceed with cutting. 2. Should conditions of the Work, or schedule, indicate a required change of materials or methods for cutting and patching, so notify the Engineer and secure his written permission prior to proceeding. B. Notice to the Engineer: Submit written notice to the Engineer designating time the Work will be uncovered, to provide for the Engineer's observation. PART 2 - PRODUCTS 2.1 MATERIALS A. Materials used in the replacement of existing work and the construction of work in conjunction with cutting and patching shall be new unless prior approval from the Engineer has been obtained to re-use existing materials. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Cutting and Patching 01045-1 2.2 FABRICATION A. The materials and methods used in the fabrication of items required under this section shall comply with the individual sections of this specification that have to do with new construction. PART 3 - EXECUTION 3.1 CONDITIONS A. Examination: 1. Examine existing conditions, including elements subject to movement or damage during cutting, excavating, backfilling, and patching. 2. After uncovering the Work, inspect conditions affecting installation of the new Work. B. Discrepancies: 1. If uncovered conditions are not as anticipated, immediately notify the Engineer and secure needed directions. 2. Do not proceed in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 PREPARATION PRIOR TO CUTTING A. Provide all required protection including, but not necessarily limited to, shoring, bracing, and support to maintain structural integrity of the Work. 3.3 PERFORMANCE A. Perform all required excavating and backfilling as required under pertinent Sections of these Specifications. Perform cutting and demolition by methods which will prevent damage to other portions of the Work and will provide proper surfaces to receive installation of repair and new work. Perform fitting and adjustment of products to provide finished installation complying with the specified tolerances and finishes. END OF SECTION Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Cutting and Patching 01045-2 SECTION 01050 - FIEW ENGINEERING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The Contractor shall provide and pay for field engineering service required for the project. Such work shall include survey work to establish lines and grades and to locate and lay out site improvements, structures, and controlling lines and levels required for the construction of the work. Also included are such Engineering services as are specified or required to execute the Contractor's construction methods. Engineers and Surveyors shall be licensed professionals under the laws of the state where the project is located. 1.2 GRADES, LINES AND LEVELS A. Existing basic horizontal and vertical control points for the project are those designated on the Drawings. The Contractor shall locate and protect control points prior to starting site work and shall preserve all permanent reference points during construction. In working near any permanent property corners or reference markers, the Contractor shall use care not to remove or disturb any such markers. Survey monuments, benchmarks or other reference points, which must be disturbed by construction operations, shall be witnessed, removed and replaced by a Professional Surveyor and Mapper (PSM), registered in the State of Florida. B. Basic horizontal and vertical control points are indicated on the plans. These points shall be used as datum for the Work. All additional survey, layout, and measurement Work shall be performed by Contractor as a part of the Work. The contractor shall provide, install and maintain construction stakes for grades and measurements necessary for execution and control of the work. C. Contractor shall provide an experienced instrument man, competent assistants, and such instruments, tools, stakes, and other materials required to complete the survey, layout and measurement Work. In addition, Contractor shall furnish, without charge, competent men from his force and such tools, stakes, and other materials as Owner may require in establishing or designating control points, or in checking survey, layout, and measurement Work performed by Contractor. Surveyors shall be licensed professionals under the laws of the state where the project is located. 1.3 LAYOUT DATA A. The Contractor shall layout the work at the location and to the lines and grades shown on the Drawings. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Owner with the record drawings for the project. ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Field Engineering 01050-1 1.4 EXISTING STRUCTURES A. The locations for existing underground piping and structures shown on the Drawings were taken from the available records. The actual locations of the existing underground piping and structures may differ from that shown on the Drawings. B. The Drawings may not show existing underground electrical conduits, small piping, or other piping and structures. Prior to starting excavations for structures or the installation of underground piping, conduits, and other facilities the Contractor shall thoroughly examine the proposed locations and routes for possible conflict. C. The Contractor shall excavate and expose all existing underground piping, conduit, or other structures which may conflict with the new facilities or other improvements. The locations, both horizontally and vertically, of all such existing facilities shall be shown on the record drawings. D. After completion of the subsurface investigations the Contractor shall notify the Owner of any possible conflicts between the existing and new facilities. The Contractor, Owner, and the Engineer will then confer and resolve the potential conflicts prior to the start of the installation of the new facilities. 1.5 RECORD DRAWINGS A. The Contractor shall keep one set of Drawings, Specifications, Addenda, Modifications and Shop Drawings at the site in good order, and annotated to show all changes made during the construction process. Record drawings shall ' be up-to-date as the project progresses, will be subject to review on a monthly basis by the Owner, and, subject to the review, be a basis for monthly payments. B. These documents shall be available at any time to the Owner and, together with copies of all survey notes, be delivered in final form to the Owner upon completion of the project. C. The location, both horizontally and vertically, of all underground piping, conduit, ' and other structures shall be shown on the record drawings. All fittings, valves, and other appurtenances shall be located and shown on the record drawings in accordance with Section 6.11.2 "As-Built Drawings" in the General Conditions. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION I Clearwater Harbor Reclaimed Water System Section IVa , 0992-0210 Field Engineering 01050-2 SECTION 01300 - SUBMITTALS PART I -GENERAL 1.1 CONSTRUCTION SCHEDULE A. At or before the preconstruction conference, Contractor shall submit for review a preliminary schedule of the proposed construction operations. The construction schedule shall indicate the sequence of the Work, the time of starting and completion of each part, and the installation date for each major item of equipment, and the time for making connections to existing piping, structures, or facilities. Within 10 days after receipt of the Owner's comments, the Contractor shall submit an updated Construction Progress Schedule. B. An updated schedule shall be submitted with each application for progress payment, or at least every 30 days, to reflect changes in the progress of the work. C. If the progress of the work falls behind schedule, the Contractor shall submit a report which includes sufficient narrative to describe current and anticipated delaying factors, the factors' effect on the construction schedule and the Contractor's proposed corrective actions. Any work reported complete, but which is not readily apparent to Owner, must be substantiated with satisfactory evidence. The Owner may require the Contractor to add to his equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during the construction period. 1.2 PROGRESS REPORTS A. A progress report shall be furnished to Owner with each application for progress payment. If the Work falls behind schedule, Contractor shall submit additional progress reports at such intervals as Owner may request. B. Each progress report shall include sufficient narrative to describe current and anticipated delaying factors, their effect on the construction schedule, and proposed corrective actions. Any Work reported complete, but which is not readily apparent to Owner, must be substantiated with satisfactory evidence. C. Each progress report shall also include three prints of the accepted graphic schedule marked to indicate actual progress. - 1.3 SCHEDULE OF VALUES 1 A. After review of the tentative schedule at the preconstruction conference, and before submission of the first application for payment, the Contractor shall prepare and submit to the Owner a schedule of values covering each lump sum ' item. The schedule of values, showing the value of each kind of work, shall be acceptable to Owner before any application for payment is prepared. B. The sum of the lump sum items, plus the extended unit price items listed in the schedule of values shall equal the contract price. Such items as Bond premium, Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Submittals 01300-1 temporary construction facilities, may be listed separately in the schedule of values, provided the amounts can be substantiated. Overhead and profit shall not be listed as separate items. C. An unbalanced schedule of values providing for overpayment to the Contractor on items of work which would be performed first will not be accepted. The schedule of values shall be revised and resubmitted until acceptable to Owner. Final acceptance by Owner shall indicate only consent to the schedule of values as a basis for preparation of applications for progress payments and shall not constitute an agreement as to the value of each indicated item. 1.4 SCHEDULE OF PAYMENT A. Within 30 days after award of contract, the Contractor shall furnish to Owner a schedule of estimated monthly payments. The schedule shall be revised and resubmitted each time an application for payment varies more than 10 percent from the estimated payment schedule. 1.5 SURVEY DATA B. All field books, notes, and other data developed by the Contractor in performing surveys required as part of the work shall be available to Owner for examination throughout the construction period. All such data shall be submitted to Owner with the other documentation required for final acceptance of the Work. 1.6 SHOP DRAWINGS AND ENGINEERING DATA A. Engineering data covering all equipment and fabricated materials that will become a permanent part of the work under this Contract shall be submitted to Owner, or the Owner's representative, for review. These data shall include drawings and descriptive information in sufficient detail to show the kind, size, arrangement, and operation of component materials and devices; the external connections, anchorages, and supports required; performance characteristics; and dimensions needed for installation and correlation with other materials and equipment. B. All submittals regardless of origin, shall be reviewed, dated, stamped, approved, sealed (if required) and signed by the Contractor prior to submission. Each submittal shall be identified with the name and number of this Contract, the Contractor's name, and references to applicable specification paragraphs and/or Contract Drawings. Each submittal shall indicate the intended use of the item in the work. When catalog pages are submitted, applicable items shall be clearly identified. The current revision, issue number, and date shall be indicated on all drawings and other descriptive data. C. Contractor's stamp of approval is a representation to the Owner and the Engineer that the Contractor accepts full responsibility for determining and verifying all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, and that he has reviewed and coordinated each submittal with the requirements of the work and the Contract Documents. Clearwater Harbor. Reclaimed Water System Section Wa 0992-0210 Submittals 01300-2 D. All deviations from the Contract Documents shall be identified on each submittal and shall be tabulated in Contractor's letter of transmittal. Such submittals shall, as pertinent to the deviation, indicate essential details of all changes proposed by the Contractor (including modifications to other facilities that may be a result of the deviation) and all required piping and wiring diagrams. E. The Contractor shall accept full responsibility for the completeness of each submission, and, in the case of a resubmission, shall verify that all exceptions previously noted by the Owner and/or the Engineer have been addressed. In the event that more than one resubmission is required because of failure of Contractor to account for exceptions previously noted, the Contractor shall reimburse the Owner for the charges of the Engineer for review of the additional resubmissions. F. Resubmittals shall be made within 30 days of the date of the letter returning the material to be modified or corrected, unless within 14 days the Contractor submits an acceptable request for an extension of the stipulated time period, listing the reasons the resubmittal cannot be completed within that time. G. Any need for more than one resubmission, or any other delay in obtaining the Owner's and/or the Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by a change in the work authorized by a Change Order or by failure of the Engineer to return any submittal within 14 days after its receipt in Engineer's office. H. The Contractor's letter of resubmittal shall list the date of his original submittal letter, the date of the Engineer's letter returning the submittal, and the dates of submission and return of any previous resubmittals. In addition, the Contractor shall reimburse the Engineer in the amount of $200.00 for review of the second resubmittal and each of any subsequent resubmittals. The Engineer's review of drawings and data submitted by the Contractor will cover only general conformity to the drawings and specifications. The Engineer's review does not indicate a thorough review of all dimensions, quantities, and details of the material, equipment, device or item shown. The Engineer's review of submittals shall not relieve the Contractor from responsibility for errors, omissions, or deviations, nor responsibility for compliance with the Contract Documents. Eight (8) copies of each drawing and necessary data shall be submitted to Engineer. Engineer will not accept submittals from anyone but Contractor. Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades. Resubmittals shall bear the number of the first submittal followed by a letter (A, B, etc.), to indicate the sequence of the resubmittal. K. When the drawings and data are returned marked AMEND AND RESUBMIT or REJECTED, the corrections shall be made as noted thereon and as instructed by the Engineer and eight (8) corrected copies resubmitted. Clearwater Harbor Reclaimed Water System 0992-0210 Section lVa Submittals 01300-3 L. When corrected copies are resubmitted, Contractor shall in writing direct specific attention to all revisions and shall list separately any revisions made other than those called for by Engineer on previous submissions. M. When the drawings and data are returned marked NO EXCEPTIONS TAKEN, or MAKE CORRECTIONS NOTED, no additional copies need be furnished. 1.7 MANUFACTURER'S REPRESENTATIVE A. Included in Bid shall be the cost of furnishing competent and experienced manufacturer's representatives who shall represent the manufacturer on products furnished, assist the Contractor to install products in conformity with the Contract Documents, and provide owner training and maintenance instruction. 1.8 LAYOUT DATA A. Contractor shall keep neat and legible notes of measurements and calculations made by him in connection with the layout of the Work. Copies of such data shall be furnished to the Owner's Project Representative for use in checking B. Contractor's layout as provided under Lines and Grades. All such data considered of value to Owner will be transmitted to Owner by Engineer with other records upon completion of the Work. 1.9 SUBMITTAL AND RFI LOGS A. Contractor will be responsible for the preparation of Submittal and RFI Logs. These logs are due no later than two (2) weeks from the Preconstruction Conference and are to be updated and brought to each Progress Meeting. The Submittal log should be a complete list of all proposed submittals required for the project. The RFI log will serve to ensure timely response to all Requests for Information. 1.10 SUBMITTALS FOR COLOR SELECTION A. The following is a list of items which must be submitted together for color selection. No single item on this list will be approved without the submittal of all other items. Exterior package: Paint for aboveground piping, valves, valve box covers, meter box covers, etc. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Submittals 01300-4 1 SECTION 01500 - TEMPORARY FACILITIES PART 1 - GENERAL ' 1.1 SANITARY FACILITIES A. The Contractor shall provide and maintain sanitary accommodations (to include portable toilets) for employees and official site visitors, to comply with the requirements and regulations of the State of Florida, the County Health Department and/or other regulatory agencies. B. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical t extent. If toilets of the chemically treated type are used, at least one toilet will be furnished for each 20 men. Contractor shall enforce the use of such sanitary facilities by all personnel at the site. ' 1.2 BARRICADES AND LIGHTS A. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. B. All open trenches and other excavations shall have suitable barricades, signs, and lights to provide adequate protection to the public. Obstructions such as material piles and equipment shall be provided with similar warning signs and lights. Contractor shall be responsible for public safety within the construction area. C. All barricades and obstructions shall be illuminated with warning lights from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruction and inconvenience to the traveling public. All barricades, signs, lights and other protective devices shall be installed and maintained in conformity with applicable statutory requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover. D. Open trenches and other excavations shall not be left open over weekends and holidays, or greater than one calendar day, except during adverse weather conditions. - 1.3 PROTECTION OF PUBLIC AND PRIVATE PROPERTY A. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or otherwise affected by his construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, and other surface structures affected by construction operations, together with all sod and shrubs in yards and parkings, shall be restored to their original condition, whether within or outside the easement. All replacements shall be made with new materials. Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Temporary Facilities 01500-1 1 1.4 PARKING A. Contractor shall provide and maintain suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere with public traffic, Owner's operations, or construction activities. 1.5 DUST CONTROL A. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water. Dusty materials in piles or in transit shall be covered when practicable to prevent blowing. B. Buildings or operating facilities which may be affected adversely by dust shall be adequately protected from dust. Existing or new machinery, motors, instrument panels or similar equipment, shall be protected by suitable dust screens. Proper ventilation shall be included with dust screens. C. Contractor shall employ best management practices as specified in Section IV Article 38. 1.6 SWEEPING A. The Contractor shall sweep loose material from the pavement at the end of each workday. 1.7 POLLUTION CONTROL A. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris and other substances resulting from construction activities. No sanitary wastes will be permitted to enter any drain or watercourse other than sanitary sewers. No sediment, debris or other substance will be permitted to enter sanitary sewers and reasonable measures will be taken to prevent such materials form entering any drain or watercourse. 1.8 PROJECT SIGN A. Provide sign(s) for the Contract identifying the project and identifying the 1 participants in the development of the project The Project Sign shall be provided and erected in accordance with Section III Article 23. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Temporary Facilities 01500-2 ' SECTION 01505 - MOBILIZATION PART 1 - GENERAL 1.1 DEFINITION AND SCOPE A. Mobilization shall include, but not be limited to, compliance with the General Conditions outlined in Section III and the following principle items: 1. Indemnification 2. Preconstruction meeting as specified in Section III Article 2.5. 3. Move onto the site all Contractor's plant and equipment required for first month operations. 4. Install temporary construction power, water supply, wiring, and lighting facilities. 5. Establish fire protection plan and safety program. 6. Provide on-site sanitary facilities and potable water facilities as specified. 7. Arrange for, and erect, Contractor's work and storage yard and employees' parking facilities. 8. Submit all required insurance certificates and bonds. 9. Obtain all required permits. 10. Post all OSHA, Environmental Protection Agency, SWFWMD, Department of Labor, and all other required notices. 11. Have Contractor's superintendent at the job site full time. 12. Erect project sign(s) as specified in Section III Article 23. 13. Submit storm water management/dewatering plan, schedule of values, list of shop drawings, and detailed construction schedule acceptable to Owner. 14. Provide audio-video recording of existing conditions in accordance with Section IV Article 37. 15. Notify residences in accordance with Section III Article 22. 16. Demobilization 17. Submit a finalized schedule of submittals. 18. Construct, maintain, and restore any temporary access and haul roads. ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Mobilization 01505-1 PART 2 -- PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section IVa , 0992-0210 Mobilization 01505-2 SECTION 01630 - MEASUREMENT AND PAYMENT PART I -GENERAL 1.1 SCOPE A. This section covers methods of measurement and payment for items of Work under the Contract. 1.2 GENERAL A. The total Bid Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction equipment and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the lump sum and unit prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid. B. The Contractor shall not make claim for an item not identified within the bid item descriptions but should include this cost within the most appropriate Bid Item. 1.3 ESTIMATED QUANTITIES A. See Section IV, Article 3 - Definition of Terms 1.4 EXCAVATION A. The lump sum price bid for each item of Work which involves excavation or trenching shall include all costs for such Work. No direct payment shall be made for excavation or trenching. All excavation is unclassified and there shall be no separate payment for excavation of rock or for backfill where rock is excavated below subgrade. 1.5 TAXES AND PERMITS A. The Bidder's attention is directed to the fact that the tax laws of the State of Florida, including but not limited to Chapter 212, Florida Statutes, apply to this bid matter and that all applicable taxes and fees shall be deemed to have been included in Bidder's proposal. 1.6 RETAINAGE A. Refer to Agreement. 1.7 MEASUREMENT AND PAYMENT A. Also see Section III Article 14 for other requirements. B. Schedule of Bid Items Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Measurement and Payment 01630-1 1. Lump Sum Bid Items a) The work for each Lump Sum bid item shall be constructed as shown and described on the Drawings and Specifications. b) Payment shall be made at the lump sum price stated in the Bid for each item and shall be pro-rated for the actual work completed based on an approved schedule of values detailing work to be completed under the specific item. C) Each lump sum price shall include all of the contractors' costs to complete the construction exclusive of payment items provided for elsewhere in the bid form. d) Each lump sum price shall include but not be limited to the follow ing: 1) Excavation (excluding unsuitable soil excavation) 2) Shoring and bracing 3) Dewatering 4) Backfill (excluding select backfill) 5) Compaction 6) Maintaining traffic 7) Appurtenant work and materials as required for a complete and operable system 8) Testing, balancing, and adjusting including any material and equipment required for the tests 9) Submittals 10) Equipment Startup 11) Operation and Maintenance Training by Manufacturers' Representative. 12) Painting 13) Restoration 14) Cleanup 2. Unit Cost Bid Items a) The work for each Unit Cost bid item shall be constructed as shown and described on the Drawings and Specifications. b) Payment for Unit Cost bid items shall be paid for each unit installed and accepted by the Owner. C) See Section III Article 11.3. 3. The Contractor shall not make a claim for an item not identified within the bid item descriptions but should include this cost within the most appropriate Bid Item. Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Measurement and Payment 01630-2 C. Description of Bid Items: 1. Bid Item No. 1 - Mobilization a) This bid item describes measurement and payment for the mobilization related to the installation of the reclaimed water transmission mains. b) The lump sum Bid Price for mobilization shall include the items noted in Section 01505 as required for the proper performance and completion of the work. C) Payment for mobilization will be made on an incremental basis in accordance with the following: Percent of Original Allowable Percent Contract Amount of the Lump Sum Earned Price for the Item 5 25 10 50 25 75 50 90 100 100 d) This item covers all mobilization necessary for completion of this project related to the transmission main. e) Bid price for mobilization shall not exceed 3.5% of the total amount for the reclaimed water transmission system. 2. Bid Item No. 2 -- Traffic Control a) This bid item describes measurement and payment for the traffic control related to the installation of the reclaimed water transmission mains. b) The lump sum Bid Price for traffic control shall include preparation of a Maintenance of Traffic Plan consistent with the Contractor's schedule and any changes thereto during the performance of the Work, obtaining permits, abiding by the stipulations in the FDOT and Pinellas County Right-of-Way Utilization Permits and approved MOT drawings, and coordination through the Owner's Representative with the Road and Street Department/Traffic Control Section. It shall include the construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences, businesses, etc., along the project; the furnishing, installing and maintaining of traffic control and safety devices during construction, including the placement and removal of temporary pavement markings, and signs; the control of dust, temporary wheel chair ramps, and any other special requirements for safe and expeditious movement of traffic as may be called for on the drawings. The term Traffic Control shall include all of such facilities, devices and operations as are Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Measurement and Payment 01630-3 required for the safety and convenience of the public as well as for minimizing public nuisance. C) Payment for Traffic Control will be made on an incremental basis in accordance with the following: Percent of Original Contract Amount Earned 10 20 30 40 50 60 70 80 90 100 3. Bid Item No. 3 - Erosion Control Allowable Percent of the Lump Sum Price for the Item 10 20 30 40 50 60 70 80 90 100 a) This bid item describes measurement and payment for construction of temporary and permanent erosion control features to protect the work areas and adjacent property related to the installation of the reclaimed water transmission mains. b) The lump sum to be paid for under this item, furnished and installed where shown on the drawings or as directed by the Owner's Representative shall include artificial coverings, mowing, sandbagging, slope drains, sediment basins, cleanouts, baled hay and straw, floating silt barrier, staked silt barrier, staked silt fence, and seeding. The lump sum price includes furnishing and installing material, routine maintenance and removal of temporary erosion control features upon completion of construction. C) Payment for erosion control will be made on an incremental basis in accordance with the following: Allowable Percent of Percent of Original the Lump Sum Price Contract Amount Earned for the Item 10 10 20 20 30 30 40 40 50 50 Clearwater Harbor Reclaimed Water System Section /Va ' 0992-0210 Measurement and Payment 01630-4 ' Allowable Percent of Percent of Original the Lump Sum Price Contract Amount Earned for the Item 60 60 ' 70 70 80 80 90 90 100 100 4. Bid Item No. 4: Tree Barricades ' a) The lump sum to be paid for under this item shall include tree barricade equipment furnished and installed as outlined in the Contract Documents. The lump sum price includes furnishing and installing barricade material, routine maintenance and removal of tree barricades upon completion of construction as directed by the Owner's Representative. b) Payment for tree barricades will be made on an incremental basis in accordance with the following: Percent of Original Contract Amount Earned 10 20 30 40 50 60 70 80 90 100 5. Bid Item No. 5- Root Pruning Allowable Percent of the Lump Sum Price for the Item 10 20 30 40 50 60 70 80 90 100 a) This bid item describes measurement and payment for root pruning of trees associated with the installation of reclaimed water transmission mains by open cut excavation. The quantity to be paid for under this item is the linear feet in which tree roots are acceptably pruned by (or supervised by) an ISA certified arborist as directed by the Owner's Representative. b) Measurement will be horizontally above the centerline of the pipe from beginning to end of root pruning activities in the trench as determined by the Owner's Representative. C) Payment will be according to the linear feet of trench in which tree roots are acceptably pruned as set forth on the Proposal. The unit bid price includes the services of a certified arborist, cutting the roots, cutting equipment, plastic barrier, painting with tree pruning 1 Clearwater Harbor Reclaimed Water System 0992-0210 Section /Va Measurement and Payment 01830-5 11 1 compound, and any other measures necessary to prune the tree ' roots as specified until the work is accepted by the Owner. 6. Bid Item No. 6-7 Ductile Iron Pipe by Open Cut a. This bid item describes measurement and payment for ductile iron pipe furnished and installed by open cut. The quantity to be paid for under this item is the length in feet of pipe acceptably installed , to the limits shown on the drawings or as directed by the Owner's Representative. b. Measurement will be horizontally, above the centerline of the pipe, ' and includes the length of any valves or fittings. C. Payment will be according to the diameter, pressure class, and ' type of joint, as set forth on the proposal. The unit bid price includes furnishing and installing all pipe by open cut including all labor, machinery, construction equipment, exploratory pits; ' dewatering, bracing, shoring, sheeting, bedding and backfill; adjusting, supporting or replacement of existing utilities; disposal of spoil; hydrostatic testing; temporary blowoffs; pigging; flushing; tracer wire and tracer wire risers; alarming tape; polyethylene ' casing; all restoration including removal and replacement of sod, asphalt pavement, brick, pavers, driveways, sidewalks, curb, gutter, and under drains and all other related and necessary ' materials, work and equipment required to construct a complete operable pipeline. 7. Bid Item No. 8 - 12-inch Ductile Iron Pipe by Aerial Installation , a. This bid item describes measurement and payment for furnishing and installing the aerial 12-inch pipe across Stevenson Creek. t b. The lump sum Bid Price includes furnishing and installing the 12- inch ductile iron pipe by aerial installation, including all labor,. ' machinery, construction equipment; supports, reinforced concrete pipe supports, pipe and support painting; combination air release valves, personnel barriers, hydrostatic testing; flushing; restoration, and all other related and necessary materials, work ' and equipment required to construct a complete operable aerial pipeline. 8. Bid Item Nos. 9-11 - C-900 PVC Pipe by Open Cut ' a) This bid item describes measurement and payment for C-900 PVC ' pipe furnished and installed by open cut. The quantity to be paid for under this item is the length in feet of pipe acceptably installed to the limits shown on the drawings or as directed by the Owner's Representative. ' b) Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. Clearwater Harbor Reclaimed Water System Section IVa , 0992-0210 Measurement and Payment 01630-6 C) Payment will be according to the diameter of the pipe furnished and installed, as set forth on the proposal. The unit bid price includes furnishing and installing all pipe by open cut including all labor, machinery, construction equipment, exploratory pits; dewatering, bracing, shoring, sheeting, bedding and backfill; adjusting, supporting or replacement of existing utilities; disposal of spoil; hydrostatic testing; pigging; flushing; tracer wire; alarming tape; all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 9. Bid Item Nos. 12-15 -C-900 RJ PVC or SD11 HDPE Pipe by Directional Bore a) This bid item describes measurement and payment for C-900 non- metallic RJ PVC (polyvinyl chloride) or SD11 HDPE (High Density Polyethylene) pipe furnished and installed by directional boring. The quantity to be paid for under this item is the length in feet of pipe acceptably installed to the limits shown on the drawings or as directed by the Owner's Representative. b) Measurement will be horizontally, above the centerline of the pipe, and includes the length of any valves or fittings. C) Payment will be according to the diameter and material of the pipe furnished and installed, as set forth on the proposal. The unit bid price includes furnishing and installing all pipe by directional boring and by incidental open cut at launching and receiving pits including all labor, machinery, construction equipment, directional boring equipment, bentonite clay slurry seal, launching and receiving pits, exploratory pits; dewatering, bracing, shoring, sheeting, bedding and backfill; adjusting, supporting or replacement of existing utilities; restrained joints and joining materials, HDPElPVC mechanical transition adapter, hydrostatic testing; pigging; flushing; tracer wire; all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and all other related and necessary materials, work and equipment required to construct a complete operable pipeline. 10. Bid Item No. 16 - Compact Ductile Iron Fittings a. This bid item describes measurement and payment for compact ductile iron pipe fittings used in the construction and adjustment of reclaimed water mains. The quantity to be paid for under this item is the weight in tons of compact ductile iron pipe fittings acceptably furnished and installed as shown on the drawings or as directed by the Project Representative. This bid item includes, but is not limited to, tees, crosses, plugs and caps, and reducers and increasers. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Measurement and Payment 01630-7 a) Measurement will be according to the weight of each compact fitting as denoted in the manufacturers' catalogues. b. The unit bid price includes furnishing and installing all fittings and materials above or below ground along the pipeline alignment; joints and jointing materials; thrust blocking; bracing, shoring, and sheeting; dewatering; clearing, grubbing, and stripping; trenching, bedding and backfill; constructing the specified protection and adjusting of existing above ground and underground utilities and service connections; disposal of spoil; hydrostatic testing; poly wrap and all other related and necessary materials, work and equipment required to construct a complete, operable pipeline. The bid item does not include ductile iron pipe or restrained joints. 11. Bid Item Nos. 17-20 - Restrained Joints a) This bid item describes measurement and payment for retainer gland assemblies (Megalug or equal) or locking gaskets (American Fast-Grip, Flex-Ring, or equal) used in installing restrained joints on ductile iron and PVC pipe and associated ductile iron fittings. The quantity to be paid for under this item is the number of retainer gland assemblies or locking gaskets acceptably furnished and installed as shown on the drawings or as directed by the Project Representative. This bid item does not include restrained devices used for directional drilling PVC pipe. b) Measurement will be on an individual basis for each restrained joint installed and accepted by the Owner. C) Payment will be according to the diameter of the restraints furnished and installed, as set forth on the proposal. The unit bid price . includes furnishing and installing all restraining devices above or below ground along the pipeline alignment, excavation, bracing, shoring, sheeting, dewatering, clearing, grubbing, stripping, bedding, backfill, disposal of spoil, bolts and nuts, hydrostatic testing, and all other related and necessary materials, work, and equipment required to construct a complete, operable, restrained joint. 12. Bid Item Nos. 21-25 - Gate Valve and Box a) This bid item describes measurement and payment for gate valves, valve boxes, and concrete valve pads for reclaimed water pipelines. The quantity to be paid for under this item is the number of valves acceptably furnished and installed where shown on the drawings or as directed by the Project Representative. b) Measurement will be on an individual basis for each gate valve and box installed and accepted by the Owner. C) Payment will be according to the diameter of gate valves and boxes furnished and installed, as set forth on the proposal. The unit bid price includes furnishing and installing valves, valve boxes Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Measurement and Payment 01630-8 and covers, concrete collar, concrete valve pad per City details, extension stems, painting of valve covers and incidental construction associated with these Items. 13. Item No. 26 - Combination Air Release Valve Assembly a) This Bid Item describes measurement and payment for furnishing and installing combination air release valve assemblies on proposed reclaimed water mains. The quantity to be paid for under this item is the number of combination air release valve assemblies acceptably installed as shown on the drawings or as directed by the Owner's Representative. b) Measurement will be on an individual basis for each combination air release valve assemblies installed and accepted by the Owner. c) Payment will be according to the size or type of air release valve assembly, and the operation to be performed, as set forth in the Proposal. The unit bid price includes furnishing and installing the tap, corporation stop, curb stop, isolation valve and valve box, automatic air release valve, enclosure cover, concrete pad, testing, and miscellaneous pipe, tubing, valves, fittings, all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and incidental items required to install a new assembly. 14. Bid Item No. 27 - Permanent Blowoff Assembly a) This bid item describes measurement and payment for furnishing and installing permanent blowoff assemblies on the reclaimed water mains. b) Measurement will be on an individual basis for each permanent blowoff furnished and installed where shown on the drawings or as directed by the Owner's Representative. C) Payment will be for each permanent blowoff assembly installed as set forth in the Proposal. The unit bid price shall include furnishing and installing the blowoff, testing, excavation, backfill, bracing, shoring, sheeting, dewatering, sod, pavement and concrete restoration, and incidental materials and construction. The blowoff assembly shall include 4-inch ductile iron pipe, 4-inch gate valve and box, 4-inch ductile iron 900 bend, 4-inch ductile iron riser with flange on one end, 4-inch ductile iron flanged cap, joint restraints, PVC or HDPE or cast iron meter box and all appurtenances. 15. Bid Item No. 28 - 2-inch Long Side Service a) This Bid Item describes measurement and payment for furnishing and installing 2" long side RCW services on proposed reclaimed water mains. A service shall be considered a long side service if ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Measurement and Payment 01630-9 the length of the service is equal to or greater than one half of the right-of-way where the installation is occurring. b) Measurement will be on an individual basis for each 2" long side RCW service acceptably installed as shown on the drawings or as directed by the Owner's Representative. C) Payment will be according to each service installed, as set forth in the Proposal. The unit bid price includes excavation, backfill, furnishing and installing the 2" tapping saddle and corporation stop; 2-inch HDPE service line within 4-inch HDPE or PVC casing installed by directional drill under roadways and sidewalks; and 2- inch HDPE service line by open cut in all other locations; 2" curb stop, meter box and cover; testing, all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and incidental items required to install a new assembly. 16. Bid Item No. 29 - 2-inch Short Side Service a) This Bid Item describes measurement and payment.for furnishing and installing 2" short side RCW services on proposed reclaimed water mains. A service shall be considered a short side service if the length of the service is less than one half of the right-of-way where the installation is occurring. b) Measurement will be on an individual basis for each 2" short side RCW service acceptably installed as shown on the drawings or as directed by the Owner's Representative. C) Payment will be according to each service installed, as set forth in the Proposal. The unit bid price includes excavation, backfill, furnishing and installing the 2" tapping saddle and corporation stop; 2-inch HDPE service line within 4-inch HDPE or PVC casing installed by directional drill under sidewalks; and 2-inch HDPE service line by open cut in all other locations; 2" curb stop, meter box and cover; testing, all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and incidental items required to install a new assembly. 17. Bid Item No. 30 - 1-inch Long Side Service a) This Bid Item describes measurement and payment for furnishing and installing 1" long side RCW services on proposed reclaimed water mains. A service shall be considered a long side service if the length of the service is equal to or greater than one half of the right-of-way where the installation is occurring. b) Measurement will be on an individual basis for each 1" long side RCW service acceptably installed as shown on the drawings or as directed by the Owner's Representative. Clearwater Harbor Reclaimed Water System Section /Va ' 0992-0210 Measurement and Payment 01830-10 C) Payment will be according to each service installed, as set forth in the Proposal. The unit bid price includes excavation, backfill, furnishing and installing the 1" tapping saddle and corporation stop; 1-inch HDPE service line within 2-inch HDPE or PVC casing installed by directional drill under roadways and sidewalks, and 1- inch HDPE service line by open cut in all other locations; 1" curb stop, meter box and cover; testing, all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and incidental items required to install a new assembly. 18. Bid Item No. 31 - 1-inch Short Side Service a) This Bid Item describes measurement and payment for furnishing and installing 1" short side RCW services on proposed reclaimed water mains. A service shall be considered a short side service if the length of the service is less than one half of the right-of-way where the installation is occurring. b) Measurement will be on an individual basis for each 1" short side RCW service acceptably installed as shown on the drawings or as directed by the Owner's Representative. C) Payment will be according to each service installed, as set forth in the Proposal. The unit bid price includes excavation, backfill, furnishing and installing the 1" tapping saddle and corporation stop; 1-inch HDPE service line within 2-inch HDPE or PVC casing installed by directional drill under sidewalks; and 1-inch HDPE service line by open cut in all other locations; 1" curb stop, meter box and cover; testing, all restoration including removal and replacement of sod, asphalt pavement, driveways, sidewalks, curb, gutter and under drains and incidental items required to install a new assembly. 19. Bid Item No. 32 - 30" x 12" Tapping Sleeve Valve a) This bid item describes measurement and payment for the 30" x 12" tapping sleeve and valve and related work to connect the new 12-inch RCW main to the existing 30-inch RCW main. b) Measurement will be on a lump sum basis for the 30" x 12" tapping sleeve and valve as shown on the drawings. C) The unit bid price includes all materials and installation including furnishing and installing the tapping sleeve and valve, valve boxes, pipe supports, excavation, clearing, sheeting, shoring and bracing, dewatering, bedding backfill, compaction and testing, concrete, maintenance of traffic, maintenance of flow, disposal of spoil, hydrostatic testing, flushing, cleaning, erosion control, surface restoration, concrete curb replacement, landscaping replacement, temporary pavement, protection and adjusting of existing above ground and underground utilities and connections, disposal of excess material, erosion control, signage, flagmen; Clearvvater Harbor Reclaimed Water System Section /Va 0992-0210 Measurement and Payment 01630-11 coordination and scheduling of the work with the City of Clearwater Utilities Department, and all other related and necessary materials, work and equipment required to complete the connection to the existing 30-inch RCW main. 20. Bid Item No. 33 -Tree Removal 21 22 23 a) This bid item describes measurement and payment to remove trees associated with the installation of reclaimed water pipelines. b) Measurement shall be for each tree removed where shown on the drawings or where directed by the Owner's Representative. C) Payment will be for each tree removed, as set forth in the Proposal. The unit bid price includes furnishing and installing all material necessary for a complete and successful tree removal. Bid Item No. 34 - Unsuitable Material Excavation Below Grade a) This bid item describes measurement and payment for additional material excavated below the normal trench depth, as directed by the Owner's Representative. b) Measurement shall be the volume in cubic yards of material removed as determined by field dimensions or survey. C) Payment will be for each cubic yard of material removed as set forth on the Proposal. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. Bid Item No. 35 - Select Backfill Below Grade a) This bid item describes measurement and payment for select backfill below grade, ordered by the Owner's Representative in writing. b) Measurement shall be the volume in cubic yards of material ' placed and compacted as determined by field dimensions or survey. C) Payment will be per cubic yard of material placed and compacted, as set forth in the Proposal. The unit bid price includes labor, equipment, excavation, hauling, disposal, dewatering, and incidental items necessary to accomplish the work. Bid Item No. 36 - Concrete Driveway Replacement as Directed by the Owner's Representative a) This bid item includes construction of concrete driveway replacement as directed by the Owner's Representative. Clearwater Harbor Reclaimed Water System Section IVa , 0992-0210 Measurement and Payment 01630-12 b) Measurement: The quantity to be paid for under this item shall be the area, in square yards, acceptably furnished and installed as directed by the owner or the Owner's Representative. C) Payment will be according to the area in square yards of concrete driveway as set forth in the Proposal. Payment for this bid item includes formwork, concrete, reinforcing, and finishing. d) No payment shall be made for the installation of concrete driveway where existing driveways are disturbed by the Contractor away from the alignment of the new pipeline, service lines and meter boxes unless it is approved by the Owner's Representative. 24. Bid Item No. 37 - Concrete Sidewalk Replacement as Directed by the Owner's Representative. a) Same as Bid Item No. 33, except concrete sidewalks shall be provided. 25. Bid Item No. 38 - Concrete Curb Replacement as Directed by the Owner's Representative a) This bid item includes construction of concrete curb replacement as directed by the Owner's Representative. b) Measurement: The quantity to be paid for under this item shall be the length, in linear feet, acceptably furnished and installed as directed by the Owner's Representative. C) Payment shall be according to the length of feet of concrete curb installed, as set forth in the Proposal. Payment for this bid item includes soil and base preparation, formwork, concrete, reinforcing, and finishing. d) No payment will be made for the installation of concrete curb where existing curb is disturbed by the Contractor away from the alignment of the new pipeline unless it is approved by the Owners Representative. 26. Bid Item No. 39 - Asphalt Road Replacement as Directed by the Owner's Representative a) This bid item describes measurement and payment for pavement restoration. The quantity to be paid for under this item is the area in square yards of asphaltic concrete paving acceptably furnished and installed as directed by the owner or the owner's Project Representative. b) Measurement of the quantity of asphalt road replacement shall be the horizontal length and width of the asphalt road replaced as measured by the OWNER or the Owner's project representative. Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Measurement and Payment 01630-13 C) Payment will be according to the area in square yards of pavement replaced and the type of paving material as set forth on the Proposal. The unit bid price includes furnishing and installing asphaltic concrete, temporary and permanent thermoplastic markings, base material, sub-base material, compaction, miscellaneous equipment and materials, testing and incidental work items. d) No payment will be made for the installation of asphalt paving where existing asphalt is disturbed by the Contractor away from the alignment of the new pipeline and service lines unless it is approved by the owner or the owner's project representative. 27. Bid Item No. 40 - Asphalt Overlay as Directed by the Owner's Representative a) This bid item describes measurement and payment for asphalt pavement overlay placed as directed by the Owner's Representative. b) Measurement The quantity to be paid for under this item is the area in square yards of asphaltic concrete paving acceptably furnished and installed as directed by the owner or the Owner's Representative. C) Payment will be according to the area in square yards of pavement overlay and the type of paving material as set forth on the Proposal. The unit bid price includes furnishing and installing asphaltic concrete, surface asphalt milling, miscellaneous equipment and materials, testing and incidental work items. d) No payment will be made for the installation of asphalt paving overlay where existing asphalt is disturbed by the Contractor away from the alignment of the new pipeline unless it is approved by the Owner's Representative. 28. Bid Item No. 41 -- Owner's Contingency a) Description: The work covered by this item consists of unforeseen items of work not included in other bid items but necessary for accomplishing the work and shall apply only to extra work as approved by the Owner, or additional items over and above those specified or shown on the drawings. The cost of this additional work shall be agreed upon in writing and approved by the Owner or his authorized representative prior to starting this additional work. b) The lump sum bid for contingency shall equal ten percent (10%) of the following: The subtotal of the Bid Items 1 through 40 rounded up to the nearest cent. In case of mathematical error on the bidder's part, the Contingency Bid Item will be adjusted up or down to equate to 10% of this subtotal. Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Measurement and Payment 01630-14 Other Items Sod Replacement for Installation of all Pipelines a) No additional payment will be made for sod placement for pipeline installation regardless of installation method, but all costs associated with this item shall be included in the unit prices bid for the linear feet of reclaimed water pipes installed. b) Sod replacement shall include soil preparation furnishing and installing sod, rolling, watering, and any other measures necessary to establish and maintain a healthy stand of grass until the work is accepted by the Owner. New sod shall be installed where existing lawn areas are disturbed by the operations of the Contractor. Sod type shall match existing sod removed and/or disturbed. C) Installation of sod shall be considered a subsidiary obligation of the Contractor, and all costs associated therewith shall be included in the unit prices for reclaimed water pipes installed. 2. Asphalt Pavement, Concrete Driveway, Concrete Sidewalk, and Concrete Curb and Gutter Removal and Replacement for Installation of all Pipelines. d) No additional payment will be made for asphalt pavement,- concrete driveway, concrete sidewalk and concrete curb and ' gutter removal and replacement; but all costs associated with these items shall be included in the unit prices bid for the linear feet of reclaimed water pipes or service lines installed. ' e) Asphalt paving removal and replacement shall include removal and disposal of existing asphalt; furnishing and installing new asphalt, base material, sub-base material, compaction, ' miscellaneous equipment and materials, testing and incidental work items. ' f) Concrete driveway removal and replacement shall include removal and disposal of existing concrete; furnishing and installing new formwork, steel reinforcing, concrete, and finishing. ' g) Concrete sidewalk removal and replacement shall include removal and disposal of existing concrete; furnishing and installing new formwork, steel reinforcing, concrete, and finishing. ' h) Concrete curb and gutter removal and replacement shall include removal and disposal of existing concrete; furnishing and installing new formwork, steel reinforcing, concrete, and finishing. END OF SECTION ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Measurement and Payment 01630-15 SECTION 01640 - QUALITY CONTROL PART 1 - GENERAL 1 1.1 SECTION INCLUDES A. Quality assurance and control of installation. B. References. C. Field samples. D. Mock-up. E. Inspection and testing laboratory services. F. Manufacturers' field services and reports. 1.2 RELATED SECTIONS A. Section 01300 - Submittals. B. Section 01650 - Testing Laboratory Services. 1.3 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site ' conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E ifi u lit f lif d t d k hi f d P k b . y. y persons qua ie o pro uce wor mans p o spec e q a orm wor er F. Secure Products in place with positive anchorage devices designed and sized to ' withstand stresses, vibration, physical distortion or disfigurement. 1.4 REFERENCES A. Conform to reference standard by date of issue current on date of Owner Bids. B. Should specified reference standards conflict with Contract Documents, request clarification from Owner's Project Representative before proceeding. Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Quality Control 01640-1 C. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.5 FIELD SAMPLES , A. Install field samples at the site as required by individual specifications Sections for review. B. Acceptable samples represent a quality level for the Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Owner's Project Representative. 1.6 MOCK-UP A. Tests will be performed under provisions identified in this section. B. Assemble and erect specified items, with specified attachment and anchorage ' devices, flashings, seals, and finishes. C. Where mock-up is specified in individual Sections to be removed, clear area after mock-up has been accepted by Owner's Project Representative. 1.7 INSPECTION AND TESTING LABORATORY SERVICES A. Contractor will appoint, employ, and pay for services of an independent firm to perform inspection and testing. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Owner. C. Reports will be submitted by the independent firm to the Owner, Contractor, and the Engineer, in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify Owner and independent firm 24 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. E. Retesting required because of non-conformance to,specified requirements shall be performed by the same independent firm on instructions by the Owner. Payment for retesting will be charged to the Contractor. Clearwater Harbor Reclaimed Water System Section lVa ' 0992-0210 Quality Control 01640-2 1.8 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Submit qualifications of observer to Owner's Project Representative 30 days in advance of required observations. Observer subject to approval of Owner. ' B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. ' C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in duplicate within 30 days of observation to Owner's Project Representative for review. ' PART 2 - PRODUCTS (NOT USED) r PART 3 - EXECUTION (NOT USED) END OF SECTION ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Quality Control 01640-3 SECTION 01650 - TESTING LABORATORY SERVICES PART 1 - GENERAL ' 1.1 SECTION INCLUDES A. Selection and payment. B. Laboratory responsibilities. ' C. Laboratory reports. D. Limits on testing laboratory authority. E. Contractor responsibilities. ' .1.2 RELATED SECTIONS A. Section 01300 Submittals. B. Individual Specification Sections: Inspections and tests required, and standards for testing. 1.3 REFERENCES A. ANSI/ASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. B. ANSI/ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction. 1.4 SELECTION AND PAYMENT A. The Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing. B. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents. 1.6 QUALITY ASSURANCE A. Comply with requirements of ANSI/ASTM E329 and ANSI/ASTM D3740. B. Laboratory: Authorized to operate in the state in which Project is located. C. -Laboratory Staff: Maintain a full time registered Engineer on staff to review services. D. Submittals: The contractor shall submit the name, address and qualifications of selected laboratory for Owner's approval prior to application for first payment. Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Testing Laboratory Services 01650-1 E. Testing Equipment: Calibrated at reasonable intervals with devices of accuracy traceable to either National Bureau of Standards (NBS) Standards or accepted values of natural physical constants. 1.6 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor. B. Provide qualified personnel at site. Cooperate with Owner and Contractor in performance of services. C. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of Contract Documents. E. Promptly notify Owner and Contractor of observed irregularities or non-conformance of Work or Products. F. Perform additional inspections and tests required by Owner's Project Representative. 1.7 LABORATORY REPORTS A. After each inspection and test, promptly submit two copies of laboratory report to Owner and to Contractor. B. Include: 1. Date issued, . 2. Project title and number, 3. Name of inspector, 4. Date and time of sampling or inspection, 5. Identification of product and Specifications Section, 6. Location in the Project, 7. Type of inspection or test, 8. Date of test, 9. Results of tests, 10. Conformance with Contract Documents. C. When requested by Owner, provide interpretation of test results. 1.8 LIMITS ON TESTING LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of the Contractor. D. Laboratory has no authority to stop the Work. Clearwater Harbor Reclaimed Water System Section IVa 0992-0290 Testing Laboratory Services 09650-2 1.9 CONTRACTOR RESPONSIBILITIES A. Cooperate with laboratory personnel, and provide access to the Work and to ' manufacturer's facilities. B. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples. C. Notify Owner and laboratory 24 hours prior to expected time for operations requiring inspection. and testing services. D. Employ services of a separate qualified testing laboratory and pay for additional samples and tests required by Contractor beyond specified requirements. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Testing Laboratory Services 01650-3 SECTION 01670 - SUBSTITUTIONS AND PRODUCT OPTIONS PART 1 - GENERAL ' 1.1 DESCRIPTION A. General 1. This section covers furnishing of all labor, materials, tools, equipment, and performing all work and services for furnishing, submission, processing and handling of requests for substitution and product options. See items as indicated on drawings and as specified. Any substitution or option shall be in accordance with provisions of Contract Documents, and completely coordinated with work of other trades. 2. Although such work is not specifically indicated, furnish all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete installation. 3. See appropriate sections for specific items specified. See General Conditions for additional information. B. Procedure 1. For equipment and materials which are listed in the proposal, observe procedures outlined in Information for Bidders. 2. For products, equipment, and materials which are named in drawings or specifications for which a request for substitution is made, observe procedures outlined in these specifications. C. Cost incurred by requester in providing information, catalogs, and samples - including but not limited to labor, materials, freight postage, and transportation - are sole cost of "Requestor" with no cost assessed Owner or Engineer. D. Although such work is not specifically indicated, furnish all supplementary or miscellaneous items, appurtenances, and devices incidental to or necessary for a sound, secure, and complete installation. E. All communication with the City during bidding phase shall be in writing, either by e-mail or fax, and shall be directed to the City's Engineering Department at: City of Clearwater, Engineering Department ATTN: Tarra Kivett 100 S. Myrtle Avenue, Room 220 Clearwater, FL 33756 Fax: (727) 562-4758 E-mail: Tara.Kivett@MyClearwater.com F. All communication with the City during construction shall be through the City's Engineering Department. The City's Project Representative shall be introduced at the pre-construction meeting. Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Substitutions and Product Options 01670 - 1 1.2 REQUESTS FOR SUBSTITUTION - GENERAL A. Base all bids on materials, equipment and procedures specified. B. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers and/or manufacturer's names. Where this occurs, it was not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated, unless specifically noted as such. C. Other types of equipment and kinds of material may be acceptable to Owner and Engineer. D. Types of equipment, kinds of material and methods of construction, if not specifically indicated must be approved in writing by Engineer and be agreed upon by Owner prior to letting of Contract. E. Conditional bids will not be accepted. 1.3 SUBMISSION OF REQUESTS FOR SUBSTITUTION A. After the bid date and prior to award of the Contract, the Engineer will consider requests for substitutions of products, materials, systems or other items. Requests must be received by Engineer within ten calendar days after the date of bid opening. All requests for substitution shall be completed as specified below. B. Substitute items must comply with color and pattern of base specified items unless specifically approved otherwise. C. Submit four (4) copies of request for substitution. Include in request: 1. Name of product located by Drawing No. or Specification No., followed by a detail or line number the particular item(s) for which request for substitution is initiated. 2. Complete data substantiating compliance of proposed substitution with Contract Documents. 3. For products: a. Product identification by schedule or tag no., including manufacturer's name. b. Manufacturer's literature, marked to indicate specific model, type, size, and options to be considered: 1) Product Description. 2) Performance and test data. 3) Reference standards. 4) Difference in power demand. 5) Dimensional differences for specified unit. Clearwater Harbor Reclaimed Water System Section IVa ' 0992-0210 Substitutions and Product Options 01670 - 2 C. Submit samples, full size if so required. Engineer reserves right to impound sample until physical units are installed on project for comparison purposes. All costs of furnishing and return of samples shall be paid by requester. Engineer is not responsible for loss of or damage to samples. d, Name and address of similar projects on which product was used, date of installation, and field performance data on installation. 4. Itemized comparison of proposed substitution with product, materials, systems or other items specified. 5. Data relating to changes in construction schedule. 6. Accurate cost data on proposed substitution in comparison with product, materials, systems or other items specified. 7. Include with any request a specific statement defining changes in contract time or amount. D. In making request for substitution, or in using an approved substitute item, Supplier/Manufacturer represents: He has personally investigated proposed product, materials, systems or other items, and has determined that it is equal or superior in all respects to that specified, and that it will perform function for which it is intended. 2. Will provide same or better warranty for substitute item as for product, materials, systems or other items specified. 3. Will coordinate installation of accepted substitution into work, to include but not be limited to the following: a. Building and structure modifications as necessary b. Additional ancillary equipment to accommodate change c. Piping, valving, mechanical, electrical, or instrumentation changes d. All other changes required for work to be complete in all respects to permit incorporation of substitution into project 4. Waives all claims for additional costs related to substitution, which subsequently become apparent. E. Written acceptance or rejection of items presented for alternative consideration will be given within two weeks after request is received. G. In the event the acceptance of an alternate results in a change in contract price or time, or is a deviation from the Contract Documents, a change order will be issued to reflect such change. In the event the acceptance of an alternate does not result in a change in Contract price or time, a field order shall be issued. ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Substitutions and Product Options 01670 - 3 H. Rejection of alternates: 1. Acceptance will require substantial revision of Contract Documents or building spaces. 2. If they are in Engineer's opinion, not equal to base product specified, or will not adequately perform function for which intended. 3. If request is not initiated by the Contractor in accordance with this specification section. 1.4 SUBSTITUTION AFTER CONTRACT AWARD A. Unavailability of specified item due to strikes, lockouts, bankruptcy, discontinuance of production, proven shortage, or similar occurrences are only reasons for substitution after Contract award. B. Notify Owner in writing, as soon as condition of unavailability becomes apparent; include substantiating data. Submit request for substitution sufficiently in advance to avoid delays. C. Submit data as required in paragraph 1.3 C above. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section iVa ' 0992-0210 Substitutions and Product Options 01670 - 4 SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Final cleaning B. Adjusting C. Project record documents D. Warranties 1.2 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.3 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.4 WARRANTIES A. Provide duplicate notarized copies of all applicable warranties and guarantees. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble in three D side ring binder with durable plastic cloth cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.5 PROJECT RECORD DOCUMENTS A. Record information concurrent with construction progress as indicated in specifications. See Section III Article 6.11.2 for As-Built requirements. B. Record work with minority/women owned businesses as required in Southwest Florida Water Management District Contract Form Exhibit E as follows: Clearwater Harbor Reclaimed Water System 0992-0210 Section IVa Contract Closeout 01700-1 rnrt m E V ? L C) O T) Z O O N o F= N d ch U) CD Z W 2 W Cr N W ` o v :=. Q O F- in 5 O O W Z 0).C O L J Q1 ? (/) U) W C Z O m LL rn N w m L'7 m o N LU cn 'a a) L r Z ++ tm N h ? Q ? 62] W w Z a) F- CY) L C US N 0 '0 C ? v z ti?- N dl ? '0 ma o c a C 0 c4 N Z O s? O O 7.-0 E O CQ 5 O m O ?_ C CD 3 U C O 69, O °c' ro O E E CL) (D O .? O C ? 7 2.2 0 n O U) O O Z W Z [n :D Z Q w AMERICAN WOMAN co g 0 NATIVE AMERICAN w O ASIAN/HAWAIIAN AMERICAN = U w ? O HISPANIC AMERICAN w AFRICAN AMERICAN m U AMERICAN WOMAN o co NATIVE AMERICAN U) m ° i LL SIAN/HAWAIIAN AMERICAN HISPANIC AMERICAN U 0 AFRICAN AMERICAN 0 w 0 z 0 w o F SMALL BUSINESS U 2 Section 288.703(1)F.S. W W U O ? co Z ` W ? NON-MINORITY m Q d H z Z) O O F_ ? ? Z ¢ W U) N - C H O Z) U U) 0 9O F Z U . U) 0 U z N U 0 Z L m a) u)° o W m z a m = ? 6 0- n (u N m z Q r U q Q a H L N H V 4 O v C 0) O ?U a? H C m O m z C d ? a, d C d d 0 41 ?v 0 C m N OI (/) U o PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 1 Clearwater Harbor Reclaimed Water System 0992-0210 Section /Va Contract Closeout 01700-3 U 1 SECTION 02010- SUBSURFACE INVESTIGATION PART 1 - GENERAL ' 1.1 DESCRIPTION OF WORK A. Soils investigation reports have been prepared for the project by Driggers ' Engineering Inc. hereafter referred to as the Geotechnical Engineer, dated October 28, 2010 The soils-investigation reports are included in the Appendix of this Invitation for Bid package. B. Shaw Environmental collected two groundwater samples from temporary wells (MW-1 and MW-4) installed at 1901 Edgewater Drive (corner of Sunset Point Road and Edgewater Drive SR 595) on December 28, 2010 and January 3, 2011. The sampling results indicated that TOC and benzene exceeded NPDES limits at MW 1. As such, a NOI to discharge recovered groundwater has been submitted to FDEP. The Contractor will be required to comply with the dewatering requirements of this permit. The NOI request and supporting documents are included in the Appendix of this Invitation of Bid package. C. The reports were obtained only for the Engineer's use in design. The reports are available for bidder's information, but is not a warranty of subsurface conditions. 1.2 QUALITY ASSURANCE A. Bidders should visit the site and acquaint themselves with all existing conditions. Prior to bidding, bidders may at their cost, make their own subsurface investigations to satisfy themselves as to site and subsurface conditions, but all such investigations shall be performed under time schedules and arrangements approved in advance by the Owner. PART 2 - PRODUCTS (NOT USED) PART 3 -- EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Subsurface Investigation 02010-1 SECTION 02071 - DIRECTIONAL BORING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The work specified in this section consists of furnishing and installing underground utilities using the horizontal directional drilling (HDD) method of installation, also commonly referred to as directional boring or guided horizontal boring.. This work shall include all services, equipment, materials, and labor for the complete and proper installation, testing, protection of existing underground utilities and environmental protection and restoration. B. The overall work scope shall include, but not be limited to steerable directional boring equipment, boring pits and equipment, sheeting, location signs as required, miscellaneous appurtenances to complete the entire Work as shown on the Contract Drawings, and restoration, including irrigation system replacement. Directional boring operations shall be performed within the right-of-way and/or easements shown on the Drawings. C. The equipment used in directional boring shall be of adequate commercial size and satisfactory working condition for safe operation, and may be subject to approval by the Owner at the discretion of the Engineer. Such approval, however, shall not relieve the Contractor of the responsibility for making a satisfactory installation meeting the criteria set forth herein. Only workmen experienced in directional boring operations shall be used in performing the Work. D. Provide all structures, safety equipment, and professional services required to provide for the health and safety of the general public and of personnel involved in directional boring work in accordance with the requirements of the regulatory agencies having jurisdiction. E. Take all measures necessary to protect surrounding public and private property, adjacent buildings, roads, drives, sidewalks, and appurtenances from damage due to directional boring work. Responsibility and payment for correction of such damage shall be the sole responsibility of the Contractor. F. The project schedule shall be established on the basis of working a normal work schedule including five days per week, single shift, and eight hours per day or four days per week, single shift, ten hours per day. G. The Owner shall be notified 48-hours (minimum) in advance of starting the drilling work. The Directional Bore procedure shall not begin until the proper preparations (see work plan) for the operation have been completed. H. The Directional boring operation is to be operated in a manner to eliminate the ' discharge of water, drilling mud, and cuttings to the waterways or to the land areas involved during the construction process. 1 Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Directional Boring 02071 - 1 1.2 REFERENCE DOCUMENTS A. American Society for Testing and Materials (ASTM). B. American Water Works Associations (AWWA). 1.3 QUALIFICATIONS A. Directional boring and pipe installation shall be done only by an experienced ' Contractor specializing in directional boring and whose key personnel have at least 5 years experience in this work, and the installation of similar size pipe. B. All personnel shall be fully trained in the respective duties as part of the directional drilling crew and in safety. A supervisor thoroughly familiar with the equipment and type of work to be performed shall be in direct charge and control of the operation at all times. The supervisor shall be present at the job site during the actual directional bore operation. The contractor shall have a sufficient number of competent workers on the job at all times to insure the directional bore ' procedure shall be made in a timely and satisfactory manner. 1.4 SUBMITTALS A. The Contractor shall provide a description of typical WDD procedures for this project, including drilling procedures, reaming operations, and pullback procedures. Included with the description will be a list of major equipment used , and supervisory personnel resumes. B. Prior to beginning work, the contractor shall submit to the Owner a work plan ' detailing the procedure and schedule to be used to properly execute the project. PART 2-PRODUCTS 2.1 DIRECTIONAL BORING EQUIPMENT A. The directional boring equipment shall be suitable for installing pipe sizes shown ' on the Contract Drawings for the soil conditions presented in the geotechnical report. B. The directional boring equipment shall be steerable by means of an electronic , tool directional system with walkover receiver, and shall provide bentonite clay slurry to completely seal around the installed carrier pipe. C. Steel casing pipe shall not be required. ' D. The contractor shall provide and maintain instrumentation necessary to ' accurately locate the pilot hole (both horizontal and vertical displacements), measure pilot string torsional and axial and measure drilling fluid discharge rate and pressure. The Owner shall have access to instrumentation and readings at all times during operation. ' E. The Contractor shall provide all materials for completing the installation and for adequate protection of the work. ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Directional Boring 02071 - 2 F. The carrier pipe shall be HDPE for the 2" and 1" services. PVC pipe casing and C-900 RJ PVC pipe shall be used for the 8", 6" and 4" distribution lines. ' 2.2 HIGH DENSITY POLYETHYLENE PIPE AND C-900 PVC PIPE A. HDPE Pipe- See Section 15065. B. PVC Pipe. See Section 15063. 2.3 DRILLING PIPE ' A. Drill pipe shall be API steel drill pipe, range 2, premium class or higher, Grade S- 135 in a diameter sufficient for the torque and longitudinal loads and fluid capacities required for the work. 2.4 BENTONITE DRILLING MUD A. Bentonite technical criteria shall be as described in API Specification 13A, "Specification for Oil Well Drilling Fluids Material for fresh water drilling fluids. ' B. Any modification to the basic drilling fluid involving additives must describe the type of material to be used and be included in Contractor's drilling plan presented to the Owner. The Owner retains the right to sample and monitor the waste ' drilling mud, cuttings and water. 2.5 PIPE TRACING WIRE A. All pipe installed by directional boring shall be provided with tracing wire in accordance with Section 15066. ' PART 3 - EXECUTION 3.1 GENERAL ' A. The directional boring equipment shall be operated by individuals trained by the manufacturer as experienced operators. B. The directional boring equipment shall produce a stable, clay sealed tunnel with a minimum burial depth of 18" for casing pipe installation and 36" for carrier pipe installation. C. The directional boring equipment shall employ a fluid cutting technique. The soil shall be cut by small diameter, high pressure jets of liquefied clay. The jets shall cut the soil in advance of the boring tool, impregnating and lining the tunnel wall ' with clay. The clay shall be totally inert and pose no environmental risk. A pilot hole shall be drilled with an appropriately sized drill pipe. The pilot hole will then be increased to the appropriate diameter by a reaming operation. The boring tool will then be connected to the pipe, and the boring tool shall pull the carrier pipe through the clay lined tunnel as it traverses under the surface being crossed. The pulling strength of the boring equipment shall not exceed pipe ' safety pull strength as per manufacturer's recommendations. Surface Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Directional Boring . 02071-3 excavations shall be limited to small launching and receiving pits. Pits shall be no larger than that required for launching and receiving. Adequate "pit-tail" lengths of service connection piping shall be provided at both the launching and receiving ends to facilitate service connection assembly. 3.2 REAMING , A. Upon approval of the pilot hole location by the Project Representative, the hole ' opening or enlarging phase of the installation shall begin. The borehole diameter shall be increased to accommodate the pullback operation of the pipe. The type of hole opener or back reamer to be utilized in this phase shall be determined by the types of subsurface soil conditions that have been encountered during the ' pilot hole drilling operation. The reamer type shall be at the Contractor's discretion. 3.3 PIPE PULLBACK OPERATION A. The pipes shall be laid out as shown in the Drawings, and assembled in a ' manner that does not obstruct adjacent roads, public or private activities adjacent to the layout areas except as shown otherwise. B. The Contractor shall provide adequate support/rollers along the stringing area to ' support the required length of the carrier pipe for each bore. Such support/rollers shall be comprised of a non-abrasive material arranged in a manner to provide support to the bottom and bottom quarter points of the pipeline allowing for free ' movement of the pipeline during pullback while preventing overstressing or buckling. C. Each length of pipe shall be inspected and cleaned as necessary to be free of debris immediately prior to joining. D. Cuts, gouges or holes that penetrate the pipe wall thickness by more than 10 ' percent shall not be acceptable and shall be cut out and discarded. Before pipe installation, the Contractor shall be responsible for carefully inspecting the assembled pipeline to insure that no vandalism or improper acts have occurred ' to render the new pipeline defective. E. The maximum pull (axial tension force) exerted on the pipe shall be measured continuously and limited to the maximum allowed by the pipe manufacturer so , that the pipe or joints are not overstressed. F. A swivel shall be used to connect the pipe and copper location wire to the drill I pipe to prevent torsional stresses from occurring in the pipe. G. The pipelines shall be fed from coils or otherwise adequately supported during ' installation so as to prevent buckling, kinking or overstressing. H. The Contractor shall at all times handle the pipe in a manner that does not overstress the pipe. Vertical and horizontal curves shall be limited so that wall stresses do not exceed 50% of yield stress for flexural bending of the pipe. If the pipe is buckled or otherwise damaged, the damaged section shall be removed and replaced by the Contractor at his expense. The Contractor shall take ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Directional Boring 02071 - 4 appropriate steps during pullback to ensure that the pipe will be installed without damage. 1. During the pullback operation, the Contractor shall monitor roller operation and sidebooms if required to assist movement of the pipe. Surface damage shall be repaired by Contractor before pulling operations resume. J. The lead end of the pipe shall be closed during the pull back operation. K. After the carrier pipe is completely pulled through the tunnel, a sufficient relaxation period, as recommended by the specified pipe manufacturer, shall be provided prior to the final pipe tie-in. L. The Contractor shall install, maintain, and leave in place any sheeting, underpinning, cribbing, and other related items (other than that required for the boring and receiving pits) to support any structure or facility affected by the boring operations. The Project Representative, depending upon existing conditions, may require that additional sheeting for the excavation be left in place. M. Contractor shall hydrostatically test each line according to the Owner's required ' test procedures and these Technical Specifications. Pressure and temperature shall be monitored with certified instruments during the test. The requirements for testing shall be met. 3.4 HANDLING DRILLING FLUIDS AND CUTTINGS A. During the drilling, reaming, or pullback operations, the Contractor shall make adequate provisions for handling the drilling fluids, or cuttings at the entry and exit pits. These fluids must not be discharged into the waterways. When the Contractor's provisions for storage of the fluids or cuttings on site are exceeded, these materials shall be hauled away to a suitable legal disposal site. After completion of the directional drilling work, the entry and exit pit locations shall be restored to original conditions. The Contractor shall comply with all permit provisions. 3.6 WATER A. The Owner will furnish a water meter and backflow prevention device required for the connection to the fire hydrant(s) for use in the HDD operations. The Owner will deliver and install the device after receiving payment/set-up account upon 48 hours notice. The Owner will remove and retain ownership of the device following HDD operations. The Contractor shall bear the cost of all water used for HDD operations. 3.6 NEARBY UTILITIES A. The drawings show existing buried utilities that are believed to be near the directional drill alignment. There is no guarantee that these utilities are located as shown or that other utilities may not be present. It will be the Contractor's responsibility to locate all nearby utilities or other subsurface obstructions that may interfere with the work by excavating windows on the pipeline alignment or other means. I 1 Clearwater Harbor Reclaimed Water System 0992-0210 Section IVa Directional Boring O2071 - 5 11 B. The Contractor shall identify locations of existing sewer service laterals, water services, and stormwater underdrains prior to beginning drilling operations and shall avoid damaging the laterals, services and underdrains. Any damage caused by the Contractors work shall be replaced for repaired at the Contractor's expense. 3.7 RESPONSIBILITY A. The Contractor shall be fully responsible for the steerable, clay lined directional drilling operation. Any noticeable surface defects resulting from operation of this boring equipment shall be repaired by the Contractor at his expense. 3.$ SUCCESSFUL COMPLETION A. The Contractor shall be considered as having completed the requirements of any directional boring when he has successfully completed the work and tested the pipe to the satisfaction of the Owner. END OF SECTION Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Directional Boring 02071 - 6 ' SECTION 02072 - DIRECTIONAL BORING FOR SUBAQUEOUS CROSSINGS PART 1 - GENERAL ' 1.1 DESCRIPTION OF WORK A. The work of this Section includes all labor, machinery, construction equipment ' and appliances required to perform in a good workmanlike manner the installation of HDPE pipe by subaqueous directional bore. B. The directional boring scope shall include, but not be limited to steerable directional boring equipment, boring pits and equipment, sheeting, location signs as required, miscellaneous appurtenances to complete the entire Work as shown on the Contract Drawings, and restoration, including irrigation system replacement. Directional boring operations shall be performed within the right-of- way and/or easements shown on the drawings. C. The pipe installation scope shall include all labor, materials, equipment and incidentals required to install High Density Polyethylene (HDPE) carrier pipe with tracer wires by the technique of inserting the pipe directly into a directional drilled opening, at the locations shown on the Drawings and as specified herein. D. The equipment used in directional boring shall be of adequate commercial size and satisfactory working condition for safe operation, and may be subject to approval by the City at the discretion of the Engineer. Such approval, however, shall not relieve the Contractor of the responsibility for making a satisfactory installation meeting the criteria set forth herein. Only workmen experienced in directional boring operations shall be used in performing the Work. E. Provide all structures, safety equipment, and professional services required to provide for the health and safety of the general public and of personnel involved in directional boring work in accordance with the requirements of the regulatory agencies having jurisdiction. F. Take all measures necessary to protect surrounding public and private property, adjacent buildings, roads, drives, sidewalks, and appurtenances from damage due to directional boring work. Responsibility and payment for correction of such damage shall be the sole responsibility of the Contractor. 1.2 WATER ' A. The City will furnish a Water meter and backflow prevention device required for the connection to the fire hydrant(s) for use in the Horizontal Directional Drilling (HDD) operations. The City will deliver and install the device after receiving payment/set-up account upon 48 hours notice. The City will remove and retain ownership of the device following HDD operations. The Contractor shall bear the cost of all water used for HDD operations. 11 Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-1 11 1.3 CONTRACTOR FURNISHED MATERIAL, EQUIPMENT AND SERVICES A. Contractor shall furnish all material, equipment and services which are necessary to complete the work except as specifically identified as City furnished. This shall include, but not be limited to HDPE Pipe, Tracer Wres, Horizontal Directional Drilling Equipment, solids removal and water clean-up equipment, pipeline installation equipment, earth moving equipment, survey equipment, cleaning ' pigs, sizing (caliper) pigs, temporary pig launchers and receivers, pipe fusion equipment, asphalt pavement, concrete, and sod. B. Contractor shall make all arrangements for police, highway or utility inspectors and maintenance crews required to comply with the terms of various permits, if required. 1.4 PROJECT RECORD DOCUMENTS A. The Contractor shall provide ten copies of the "Record Drawing" plans with record x-y-z coordinates within 15 days of construction of the Horizontal Directional Drilling Crossing. X-Y-Z coordinates shall be relative to the horizontal and vertical control for this project. B. The Record Drawing shall be reviewed by the Project Representative for accuracy and compliance with the requirements, specified herein, of the "Record Drawings" prior to submittal of the monthly pay requests. The pay requests shall be rejected if the marked-up prints do not conform to the "Record Drawings" requirements. Record Drawings shall be submitted to the Project Representative for approval upon completion of the project and prior to acceptance of final pay request. 1.5 FIELD ENGINEERING AND SURVEYING A. The Contractor shall employ registered land surveyors to locate the positions of the Horizontal Directional Drilling entry and exit points, establish elevation and horizontal datum for the bore head control, and lay out the pipe assembly area. B. The Contractor shall provide and pay for field engineering services for: 1. Survey work required in execution of work. 2. Civil, structural or other professional engineering services specified or required to execute the Contractor's construction method. C. The method of field staking for the construction of the work shall be at the option of the Contractor. Bench marks and reference points are shown on the drawings. D. The accuracy of any method of staking shall be the responsibility of the Contractor. All engineering for vertical and horizontal control shall be the responsibility of the Contractor. E. The Contractor shall be held responsible for the preservation of all stakes and marks. If any stakes or marks are carelessly or willfully disturbed by the Contractor, the Contractor shall not proceed with any work until he has Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-2 established such points, marks, lines and elevations as may be necessary for the prosecution of the work. F. Prior to construction, the Contractor shall be responsible for taking all measurements, horizontal and vertical, to ensure all completed work, which includes but is not limited to, pavement, curbs, gutters and drainage facilities are restored to their original lines and grades. The Contractor shall retain the services of a registered land surveyor licensed in the State of Florida to identify existing control points and maintain a survey during construction. 1.6 TEST PITS A. The Contractor shall be required to construct test pits to locate existing underground utilities and/or structures in advance of construction. Test pits shall be excavated and backfilled by the Contractor so as not to create a hazardous area. Test pits shall be backfilled immediately after their purpose has been satisfied and the surface restored and maintained in a manner satisfactory to the city. 1.7 CLEANUP A. During the course of the work, the Contractor shall keep the site of his operations in as clean and neat a condition as is possible. He shall dispose of all residue resulting from the construction work and, at the conclusion of the work, he shall remove and haul away any surplus excavation, existing pipe and appurtenances removed by the Contractor, broken pavement, lumber, equipment, temporary structures and any other refuse remaining from the construction operation, and shall leave the entire site of the work in a neat and orderly conditions. 1.8 STREET CLOSURES A. At a minimum, the Contractor is to maintain on 10-ft lane on Overbrook open at all times through the use of flagmen during the drilling operations. 1.9 PUBLIC NUISANCE A. The Contractor shall not create a public nuisance including, but not limited to encroachment on adjacent lands, flooding of adjacent lands, or excessive noise. B. No extra charge may be made for time lost due to work stoppage resulting from the creation of a public nuisance. 1.10 ENVIRONMENTAL CONSIDERATIONS A. The Horizontal Directional Drilling operation is to be operated in a manner to eliminate the discharge of water, drilling mud and cuttings to Stevenson Creek or land areas involved during the construction process. Contractor shall provide equipment and procedures to maximize the recirculation or reuse of drilling mud to minimize waste. All excavated pits used in the drilling operation shall be lined by the Contractor with heavy duty plastic sheeting with sealed joints to prevent the migration of drilling fluids and/or ground water. B. The Contractor shall visit the site and must be aware of the proximity of structures and other utilities on either side of the crossings and provide the City I I Clearwater Harbor Reclaimed Water System Directional Baring Subaqueous Crossings 0992-0210 02072-3 with a drilling plan outlining procedures to prevent drilling fluid from adversely affecting these structures, including contingency plans for containing and cleaning up any spills or inadvertent returns. The contingency plan will be required to be submitted and accepted by SWFWMD prior to the commencement of drilling activities. C. The general work areas on the entry and exit sides of the crossings shall be enclosed by a berm to contain unplanned spills or discharge. D. Waste cuttings and drilling mud shall be processed through a solids control plant comprised as a minimum of sumps, pumps, tanks, desilter/desander, centrifuges, material handlers, and haulers all in a quantity sufficient to perform the cleaning/separating operation without interference with the drilling program. The cuttings and excess drilling fluids shall be dewatered and dried by Contractor to the extent necessary for disposal in off-site landfills. Water from the dewatering process shall be treated by Contractor to meet permit requirements and disposed of locally. The cuttings and water for disposal are subject to being sampled and tested. The construction site and adjacent areas will be checked frequently for signs of unplanned leaks or seeps. E. Equipment (graders, shovels, etc.) and materials (such as groundsheets, haybales, booms, and absorbent pads) for cleanup and contingencies shall be provided in sufficient quantities by Contractor and maintained at all sites for use in the event of inadvertent leaks, seeps or spills. F. Above ground storage tanks for fuel and other liquids shall have adequate secondary containment to prevent any discharges to the ground surface. 1.11 SUBMITTALS A. The Contractor shall prepare an installation plan sealed by a Professional Engineer to be submitted for City approval which describes the contingency plan, solids control plant, pilot hole drilling procedure, the reaming operation, the pullback procedure ballasting, use of rollers, sidebooms, side rollers, coating protection, internal cleaning, internal gauging, hydrostatic test, tracer wire testing, sheeting, shoring, dewatering, and gauging. All drilling operations shall be performed by supervisors and personal experienced in horizontal directional drilling in rock. All required support, including drilling tool suppliers, survey systems, mud cleaning, mud disposal, and other required support systems used during this operation shall be provided by the Contractor. B. The contingency plan to be submitted shall describe the Contractor's proposed actions to the following events: . 1. Drilling fluids entering waterway, 2. Loss of return or circulation of drilling fluids, 3. Pilot bore, reaming or product pullback obstruction, 4. Design line and grade deviations and 5. Loss of drill pipe or product. 6. Product collapse 7. Bentonite Spill Cleanup Plan including: a. Site specific Best Management Practices event of a spill to be deployed in the I Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-4 b. Name of designated person to be on watch for spill c. Company name and number to clean up the bentonite spill d. State the District's Tampa Service Office Environmental Manager, John Emery, will be contacted at 813-985-7481 within 24-hrs of a bentonite spill. C. The installation plan shall include a detailed plan and profile of the bores plotted at a scale no smaller than one inch equals 20 feet horizontal and one inch equals 5 feet vertical. D. The installation plan shall consist of drawings showing the proposed layout of equipment and product within the allowable work space and shall also include a listing of major equipment along with the resumes of the supervisory personnel to be used. E. Detailed descriptions, information, and catalog cuts for HDPE pipe, fittings, and transition fittings, and drilling fluids shall be submitted. 1.12 VARIATIONS IN PLAN OR PROFILE A. The Contractor may make changes to the proposed vertical and horizontal alignment of the installation and the location of the entry and exit points, provided these changes are first submitted in writing and agreed to by the Project Representative. 1.13 QUALIFICATIONS A. Directional drilling and pipe installation shall be done only by an experienced Contractor specializing in directional drilling and whose key personnel have at least 5 years experience in this work. Furthermore, the Contractor shall have installed directionally drilled pipe at least as large as 10 inches in diameter and have performed subaqueous crossings at least 300 feet in length. References and a list of at least 3 representative projects shall be submitted with the bid. A representative project is a successful, single pull-back of similar pipe size and length as the subaqueous crossings shown in the plans. The City of Clearwater reserves the right to reject any contractor who does not meet the aforementioned requirements. B. If applicable, the contractor shall list the Horizontal Directional Drilling (HDD) subcontractor who will be installing the sub-aqueous crossing. ' 1.14 OBSTRUCTIONS ' A. In the event that an obstruction is encountered that prevents the work to be completed, the Contractor shall immediately contact the Project Representative so that they may work together towards a resolution. An obstruction is defined as ' any hard object that prevents the advancement of the drill rod, prereamer, reamer and/or pipe. ' 1.15 REFERENCE DOCUMENTS Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 020725 A. American Society for Testing and Materials (ASTM). B. American Water Works Associations (AWWA). 1.16 RELATED WORK A. Section 02210 Excavation and Trenching. B. Section 15065 High Density Polyethylene (HDPE) Pipe PART 2 - PRODUCTS 2.1 DIRECTIONAL BORING EQUIPMENT A. The directional boring equipment shall be steerable by means of an electronic tool directional system. The directional boring equipment shall have thrust, pullback, and torque capacities greater than the required values of thrust, pullback, and torque calculated and submitted by the Contractor as necessary for the installation. The gage readings for thrust that correspond to the design maximum pullback stress of the HDPE will be submitted by the Contractor. The Contractor shall submit these calculations and supplemental records from similar projects to verify the reasonableness of the calculations. Similar projects will be deemed those with diameters, depths, installed lengths, and ground conditions similar to those of the specified project. Project owner, point of contact, and telephone number and address shall be submitted for such projects. B. Drill pipe shall be API steel drill pipe, Range 2, Premium Class or higher, Grade S-135 in a diameter sufficient for the torque and longitudinal loads and fluid capacities required for the work. Only drill pipe inspected under API's Recommended Practice Specification API RP 7G within 30 days prior to start and certified as double white band or better shall be used. C. Bentonite shall be provided as specified in API Specifications. 13A, Specification for Oil Well Drilling Fluids Material for fresh water drilling fluids. Any modification to the basic drilling fluid involving additives must describe the type of material to be used and be included in Contractors drilling plan presented to the City. The City retains the right to sample and. monitor the waste drilling mud, cuttings and water. D. High Density Polyethylene Pipe - See Section 15065 E. Tracer Wire and Alarming Tape - See Section 15066 PART 3 - EXECUTION 3.1 GENERAL DESCRIPTION A. Directional drilling is a two-stage process consisting of drilling a pilot hole through I the ground and pulling back a cable or pipe while the drilling pipe is removed. Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-6 ' B. A lubrication system mixes and pumps bentonite through a hollow stem drill rod to lubricate the hole, assists in the cutting of the earth and rock, and stabilizes ' the bore hole. C. When the drill rod exits at the correct location, a back reamer is installed to the ' drill rod to enlarge the hole. The pipe is attached to the reamer with a swivel installed between the two to ensure that the rotating action of the reamer is not transmitted to the pipe or cable being pulled back. D. During the pull back, drilling fluid is pumped through the hollow stem drill rod and is injected at the reamer to assist in the cutting and lubrication of the hole, the reduction of friction on the outside of the pipe, and the stabilization of the bore hole. 3.2 MONITORING A. The position of the drill string shall be monitored by the Contractor with the downhole survey instruments. Contractor shall compute the position in the X, Y and Z axis relative to ground surface from downhole survey data a minimum of once per drill pipe length, 15 feet or 15 minutes whichever is more frequent. Serious deviations between the design positions which may affect the installation of the pipeline which are beyond the control of the Contractor to correct shall be documented and immediately brought to the attention of the City for discussion and/or approval. The profile and alignment designed on the construction drawings for the bores define the minimum depth and radius of curvature. At no point in the drilled profile shall the radius of curvature of the bore be less than 325-feet. The Contractor shall maintain and provide to the City, upon request, the data generated by the downhole survey tools in a form suitable for independent calculation of the pilot hole profile. B. Between the entry or exit point the Contractor shall provide and use a steering system employing a survey grid system, such as "TRU-TRACKER" or equal. The exit point shall fall within a 3-foot radius of the planned exit point. 1. On the day before or of the drill, the Contractor shall evaluate any potential interference with the tracking system per the manufacturer's recommendations: Contractor shall make note of any interference, the possible cause, and provide a solution to overcome the interference. 3.3 EXISTING UTILITIES A. The drawings show existing buried utilities that are believed to be near the directional drill alignment. There is no guarantee that these utilities are located as shown or that other utilities may be present. It will be the Contractor's responsibility to locate all nearby utilities or other subsurface obstructions that may interfere with the work. The Contractor shall notify the One-Call Service for locating all utilities within the alignment. 3.4 TOLERANCES Clearwater Harbor Reclaimed Water System Directional Baring Subaqueous Crossings 0992-0210 02072-7 A. Pipe installed by the directional drilled method must be located in plan as shown , on the Drawings, and must be no shallower than shown on the Drawings unless otherwise approved. The Contractor shall plot the actual horizontal and vertical alignment of the pilot bore at intervals not exceeding 15 feet. This "as-built" plan ' and profile shall be up=dated as the pilot bore is advanced. The Contractor will at all times provide and maintain instrumentation that will accurately locate the pilot hole and measure drilling fluid flow and pressure. The Contractor shall grant the ' Engineer access to all data and readout pertaining to the position of the bore head and the fluid pressures and flows. When requested, the Contractor shall provide explanations of this position monitoring and steering equipment. The Contractor shall employ experienced personnel to operate the directional drilling ' equipment and, in particular, the position monitoring and steering equipment. No information pertaining to the position or inclination of the pilot bores shall be withheld from the Engineer. ' B. Each exit point shall be located as shown with an overall alignment tolerance of 3-feet left/right with due consideration of the position of the other exit points. The , alignment of each pilot bore must be approved by the Engineer before pipe can be pulled. If the pilot bore fails to conform to the above tolerances, the Engineer may, at his option, require a new pilot boring to be made. 3.5 REAM AND PULL BACK ' A. Upon approval of the pilot hole location by the Engineer, the hole opening or ' enlarging phase of the installation shall begin. The borehole diameter shall be increased to accommodate the pullback operation of the HDPE pipe. The type of hole opener or back reamer to be utilized in this phase shall be determined by ' the types of subsurface soil conditions that have been encountered during the pilot hole drilling operation. The reamer type and the number and size of such reaming operations shall be at the Contractor's discretion with the final hole opening diameter being a minimum of 50 percent larger than the outside ' diameter of the product pipe to be installed in the borehole. B. During the pullback operation, the Contractor shall monitor roller operation and ' sidebooms if required to assist movement of the HDPE pipe. Surface damage shall be repaired by Contractor before pulling operations resume. C. Pulling Loads: The maximum pull (axial tension force) exerted on the HDPE pipelines shall be measured continuously and limited to the maximum allowed by the pipe manufacturer with an appropriate factor of safety (less than or equal to 2) so that the pipe or joints are not overstressed. D. Torsion and Stresses: A swivel shall be used to connect the pipeline to the drill pipe to prevent torsional stresses from occurring in the pipe. E. Pipeline Support: The pipelines shall be adequately supported during installation so as to prevent overstressing or buckling. The Contractor shall provide adequate support/rollers along the stringing area to support the required length of the HDPE pipe. Such support/rollers shall be spaced at a maximum of 60 feet on centers, and the rollers be comprised of a non-abrasive material arranged in a manner to provide support to the bottom and bottom quarter points of the pipeline allowing for free movement of the pipeline during pullback. Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-8 F. The end of the pipe shall be closed during the pull back operation. The pipe may be filled with water to resist buckling and decrease pullback loads. G. Each length of pipe shall be inspected and cleaned as necessary to be free of debris immediately prior to joining. H. The Contractor shall at all times handle the HDPE pipe in a manner that does not overstress the pipe. Vertical and horizontal curves shall be limited so that wall stresses do not exceed 50% of yield stress for flexural bending of the HDPE pipe. If the pipe is buckled or otherwise damaged, the damaged section shall be removed and replaced by the Contractor at his expense. The Contractor shall take appropriate steps during pullback to ensure that the HDPE pipe and tracer wires will be installed without damage. After the carrier pipe is completely pulled through the tunnel, a sufficient relaxation period as recommended by the specified pipe manufacturer shall be provided prior to the final pipe tie-in. 3.6 CLEANING AND SIZING (CALIPER) PIGS A. Cleaning and Sizing (Caliper) Pigs shall be conducted in accordance with Section 15065. 3.7 TESTING A. Pressure tests shall be conducted in accordance with Section 15065. B. Tracer wire shall be tested in accordance with Section 15066. 3.8 TRANSPORTATION, STORAGE AND HANDLING PIPE A. See Section 15065. 3.9 HANDLING, DRILLING FLUIDS AND CUTTINGS A. During the drilling, reaming, or pullback operations, the Contractor shall make adequate provisions for handling the drilling fluids, or cuttings at the entry and exit pits. These fluids must not be discharged into the waterway. When the Contractoras provisions for storage of the fluids or cuttings on site are exceeded, these materials shall be hauled away to a suitable legal disposal site. The Contractor shall conduct his directional drilling operation in such a manner that drilling fluids are not forced through the subbottom into the waterway. After completion of the directional drilling work, the entry and exit pit locations shall be restored to original conditions. The Contractor shall comply with all permit provisions. B. During the entire operation, waste and leftover drilling fluids from the pits and cuttings shall be dewatered and disposed of in accordance with all permits and regulatory agencies requirements. Remaining water shall be cleaned by Contractor to meet permit requirements. Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-9 C. Waste drilling mud and cuttings shall be dewatered dried, and stocked piled such that it can be transferred to a truck and hauled off-site to a suitable legal disposal site. The maximum allowed water content of these solids is 50% of weight. D. All drilling mud shall be removed from the entry and exit area soils such that water will percolate and replacement sod will grow to restore original conditions. E. Pits and berms constructed at the entry or exit point area shall be so constructed to completely contain the drill fluid and prevent its escape to the waterway. F. The Contractor shall utilize drilling tools and procedures which will minimize the discharge of any drilling fluids. Contractor will comply with all mitigation measures listed in the permits and elsewhere in the Specifications. G. To the extent practical, the Contractor shall maintain a closed loop drilling fluid system. H. The Contractor shall minimize drilling fluid disposal quantities by utilizing a drilling fluid cleaning system which allows the return fluids to be reused. As part of the installation plan herein specified, the Contractor shall submit a drilling fluid plan which details types of drilling fluids, cleaning and recycling equipment, estimated flow rates, pit and berm construction and procedures for minimizing drilling fluid escape. The Contractor shall also submit a contingency plan in the event of fluid escape including but not limited to: (1) stop work; (2) notify Florida Department of Environmental Protection if State waters are affected; (3) confine fluids/muds; (4) repair/plugging of fissures; etc. 3.10 SHEETING AND SHORING A. The Contractor shall install, maintain, and leave in place any sheeting, underpinning, cribbing, and other related items (other than that required for the boring and receiving pits) to support any structure or facility affected by the boring operations. The Engineer, depending upon existing conditions, may require that additional sheeting for the excavation be left in place. If such a requirement is made, the sheeting left in place shall be paid for per Section 1630- Contingency of these Technical Specifications, unless the extra sheeting is required because of the Contractor's failure to properly protect the Work. B. At the completion of the directional drilling operations, the Contractor will be required to leave all wooden sheeting in place. If steel sheeting is used, it may be removed after installation of the carrier pipe in the bore hole, but prior to installation of the joining carrier pipe; however, should damage to the roadway pipeline or any other adjacent structure occur, the Contractor shall leave all remaining sheeting in place and redrive and leave in place any sheeting which is required to stabilize the site and prevent additional damage from occurring. The top of all sheeting left in place shall be cut off 36-inches below finished grade. 3.11 LAYOUT OF ENTRY AND EXIT PIT AREAS Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-10 A. The pipes shall be laid out as shown in the Plans, and assembled in a manner that does not obstruct adjacent roads or City, County, or Public activities adjacent to the layout areas except as shown otherwise. B. The Contractor shall erect temporary fencing around the entry and at the exit used for construction and pipe staging areas. C. The Contractor shall exercise special care to avoid damage to the existing seawalls, utilities, vegetation and structures. 3.12 SURFACE DEFECTS A. The Contractor shall be fully responsible for the steerable, clay lined directional drilling operation. Any noticeable surface defects resulting from improper operation of this boring equipment shall be repaired by the Contractor at his expense. 3.13 COMPLETION OF DIRECTIONAL DRILLING A. Completion and successful testing of the HDPE pipe installed per the approved plan will entitle the Contractor to full payment of the applicable amounts in the Contract. B. In the event of failure to install the directional drilled pipeline, the Contractor shall retain Possession of any Contractor supplied HDPE pipe and remove it from the site. The bore holes shall be completely filled with grout to prevent future problems. If the pipe cannot be removed from the bore it shall be cut off 5 feet below ground and the pipe and annular space shall be grouted. END OF SECTION Clearwater Harbor Reclaimed Water System Directional Boring Subaqueous Crossings 0992-0210 02072-11 SECTION 02210 -EXCAVATION AND TRENCHING PART 1 - GENERAL 1.1 SCOPE ' A. This section covers excavation and trenching work as required; the handling, storage, transportation, and disposal of all excavated material; all necessary sheeting, shoring, and protection work; preparation of subgrades; pumping and ' dewatering as necessary or required; protection of adjacent property; backfilling; pipe embedment; surfacing and grading; and other appurtenant work. 1.2 GENERAL REQUIREMENTS A. Excavations shall provide adequate working space and clearance for the work to be performed therein and for installation and removal of concrete forms. In no ' case shall excavation faces be undercut for extended footings. B. Subgrade surfaces shall be clean and free of loose material of any kind when concrete is placed thereon. C. Except where exterior surfaces are specified to be dampproofed, monolithic concrete manholes and other concrete structures, or parts thereof, which do not hale footings and extend beyond the outside face of exterior walls, may be placed directly against excavation faces without the use of outer forms, provided that such faces are stable and also provided that a layer of polyethylene film is placed between the earth and the concrete. D. Excavations for manholes and similar structures constructed of masonry units ' shall have such horizontal dimensions that not less than 6 inches clearance is provided for outside plastering. E. Backfilling and construction of fills and embankments during freezing weather ' shall not be done except by permission of the Engineer. No backfill, fill, or embankment materials shall be installed on frozen surfaces, nor shall frozen materials, snow, or ice be placed in any backfill, fill, or embankment. ' 1.3 RELATED WORK ' A. Clearing and Grubbing - See Section IV, Article 56 B. Soils Conditions: Detailed soils explorations to determine further soils conditions, including the extent of any unsuitable materials, are the responsibility of the ' Contractor. Coordinate all soils exploration with the Owner prior to performing the work. C. Unsuitable Material: All unsuitable materials found during excavation, which are not suitable for backfill or bedding, shall be completely removed and replaced with suitable soils, at no additional cost to the Owner. Clearwater Harbor Reclaimed Water System Section 1Va 0992-0210 Excavation and Trenching 02210 - 1 1.4 BLASTING A. Blasting with any type of explosive is permitted only when approved by the City. 1.5 UNAUTHORIZED EXCAVATION A. Except where otherwise authorized, indicated, or specified, all materials excavated below the bottom of concrete walls, footings, slabs on grade, and foundations- shall be replaced, by and at the expense of the Contractor, with concrete placed at the same time and monolithic with the concrete above. 1.6 DEWATERING A. See Section IV, Article 12 1.7 SHEETING AND SHORING A. Except where banks are cut back on a stable slope, excavation for structures and trenches shall be sheeted, braced, and shored as necessary to prevent caving or sliding. 1.8 STABILIZATION A. Subgrades for concrete structures and trench bottoms shall be firm, dense, and thoroughly compacted and consolidated; free from mud and muck; and sufficiently stable to remain firm and intact under the feet of the workmen. B. Subgrades for concrete structures or trench bottoms, which are otherwise solid but which become mucky on top due to construction operations, shall be reinforced with one or more layers of crushed rock or gravel. The stabilizing material shall be spread and compacted to a depth of not more than 4 inches; if the required depth exceeds 4 inches, the material shall be furnished and installed as specified for granular fills. Not more than 1/2 inch depth of mud or muck shall be allowed to remain on stabilized trench bottoms when the pipe bedding material is placed thereon. C. The finished elevation of stabilized subgrades for concrete structures shall not be ' above subgrade elevations indicated on the drawings. 1.9 EARTH FILLS AND EMBANKMENTS , A. To the maximum extent available, excess suitable material obtained from structure and trench excavations shall be used for construction of fills and ' embankments. Additional material shall be provided as required. B. Wherever a trench passes through a fill or embankment, the fill or embankment ' material shall be placed and compacted to an elevation 12 inches above the top of the pipe before the trench is excavated. Clearwater Harbor Reclaimed Water System Section /Ve 0992-0210 Excavation and Trenching 02290 - 2 1.10 GRANULAR FILLS A. Granular fills shall be placed on suitably prepared subgrades and compacted by vibration. Granular fill material shall be crushed rock or gravel, shall be free from dust, clay, or trash, and shall be graded to the requirements of FDOT section 901 No. 57 aggregate. Granular fill shall be compacted to not less than 95 percent relative density as determined by ASTM D698-70, Method C. Granular fills under concrete slabs shall be compacted with a minimum of 3 passes of a vibratory steel drum or plate type compactor. 1.11 TRENCH EXCAVATION A. See Section IV, Article 5 - Excavation for Underground Work B. No more trench shall be opened in advance of pipe laying than is necessary to expedite the work. 100 feet shall be the maximum length of open trench on any line under construction. C. Except where tunneling is indicated on the drawings, is specified, or is permitted by the Engineer, all trench excavation shall be open cut from the surface. 1.12 ALIGNMENT, GRADE, AND MINIMUM COVER A. Pipe shall be laid and maintained at the required lines and grades with fittings, valves and appurtenances at the described locations. All pipe shall be laid to the depth as shown on the plans. Grade lines shall be set by the Contractor. The tolerance of such grades shall not be more than that specified on the drawings. When no tolerance is indicated a tolerance of 0.5 foot shall be used. All other realignments must be approved by the Engineer. The Contractor shall have suitable survey equipment on the site at all times. B. The work shall at all times progress with caution so as to prevent damage to underground obstructions both known and unknown. Should an obstruction not shown on the plans be encountered the Engineer shall be immediately notified and he shall be responsible for alteration to the plan should realignment be necessary. The Contractor shall notify the Engineer far enough in advance to allow the realignment to be accomplished by deflection in the pipe joints. 1.13 LIMITING TRENCH WIDTHS A. Trenches shall be excavated to a width which will provide adequate working space and. sidewall clearances for proper pipe installation, jointing, and embedment. Trench widths shall be as shown on the drawings. B. Cutting trench banks on slopes to reduce earth load to prevent sliding and caving shall be done only in areas where the increased trench width will not interfere with surface features or encroach on construction limits. C. Trench widths at and below the top of the pipe shall be the minimum necessary for proper installation. All trenching shall meet OSHA requirements for cut slope ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Excavation and Trenching 02210 - 3 11 and/or trench shoring techniques. Overdepth excavation shall be backfilled with Class I material. 1.14 MECHANICAL EXCAVATION A. The use of mechanical equipment will not be permitted in locations where its operation would cause damage to trees, buildings, culverts, or other existing property, utilities, or structures above or below ground. In all such locations, hand excavating methods shall be used. B. Mechanical equipment used for trench excavation shall be of a type, design, and construction, and shall be so operated that pipe, when accurately laid to specified alignment, will be centered in the trench with adequate clearance ' between the pipe and sidewalls of the trench. Undercutting the trench sidewall to obtain clearance will not be permitted. 1.16 EXCAVATION BELOW PIPE SUBGRADE , A. Except where otherwise required, pipe trenches shall be excavated per the detail in the plans. ' 1.16 ARTIFICIAL FOUNDATIONS IN TRENCHES A. Whenever unsuitable or unstable soil conditions are encountered, trenches shall ' be excavated below grade and the trench bottom shall be brought to embedment grade with suitable material. 1.17 BELL HOLES A. Bell holes shall provide adequate clearance for tools and methods used in , installing pipe. No part of any bell or coupling shall be in contact with the trench bottom, trench walls, or granular embedment when the pipe is jointed. 1.18 EMBEDMENT MATERIALS , A. General: Use soils free of organic matter, refuse, rocks and lumps greater than 4 inches in diameter and other deleterious matter. ' 1.19 UNIFIED SOIL CLASSIFICATION SYSTEM. A. Symbols and descriptions for groups of soils classified by the Unified Soil ' Classification System, ASTMD-2487, are listed below: Group Symbols Group Description CH Inorganic clays of high plasticity, fat clays. CL Inorganic clays of low to medium, plasticity, gravelly clays, ' sandy clays, silty clays, lean clays. GC Clayey gravels, gravel-sand-clay mixtures. , Clearwater Harbor Reclaimed Water System Section /Va ' 0992-0210 Excavation and Trenching 02210 - 4 GM GP GW MH ML OH OL PT SC SM SP SW 1.20 CLASSIFICATION Silty gravels, gravel-sand-silt mixtures. Poorly graded gravels and gravel-sand mixtures, little or no fines. Well-graded gravels and gravel-sand mixtures, little or no fines. Inorganic silts, micaceous or diatomaceous fine sands or silts, elastic silts. Inorganic silts, very fine sands, rock flour, silty or clayey fine sands. Organic clays of medium to high plasticity. Organic silts and organic silty clays of low plasticity. Peat, muck, and other highly organic soils. Clayey sands, sand-clay mixtures. Silty sands, sand-silt mixtures. Poorly graded sands and gravelly sands, little or no fines. Well-graded sands and gravelly sands, little or no fines. A. For the purpose of this specification, soils to be used as fill material are grouped into five classes according to soil properties and characteristics. 1. Class I - Granular Material - angular bedding material well graded crushed stone meeting the requirements of ASTM D448 size No. 67. 2. Class II - Coarse sands and gravels with maximum practical size of 44 mm (1-1/2 in.), including variously graded sands and gravels containing small percentages of fines, generally granular and non-cohesive, either wet or dry. Soil Types GW, GP, SW, and SP are included in this class. 3. Class III - Fine sand and clayey gravels, including fine sands, sand-clay mixtures, and gravel-clay mixtures. Soil Types GM, GC, SM, and SC are included in this class. 4. Class IV - Silt, silty clays, and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH, and CL are included in this class. These materials are not recommended for bedding, haunching, or initial backfill. 5. Class V - This class includes the organic soils, OL, OH, and PT as well as soils containing frozen earth, debris, rocks, larger than 40 mm (1-1/2 in.) in diameter, and other foreign materials. These materials are not allowed for bedding haunching or initial backfill. 1.21 TRENCHING Clearwater Harbor Reclaimed Water System 0992-0210 Section /Va Excavation and Trenching 02210 - 5 A. Trench widths at and below the top of the pipe shall be the minimum necessary for proper installation. All trenching shall meet OSHA requirements for cut slope and/or trench shoring techniques. Overdepth excavation shall be backfilled with Class I material. 1.22 DEPTH A. Trench to the lines and grades shown on the drawings. Where elevations are not shown, trench to a depth sufficient to provide at least 36 inches of cover above the top of pipe, unless otherwise specified. Grade trenches to provide a constant slope free of sags and high spots. 1.23 TRENCH BRACING A. Properly brace, sheet and support trench walls in strict conformance with all pertinent laws and regulations. Provide adequate bracing and shoring to protect adjacent improvements. 1.24 BEDDING, HAUNCHING AND INITIAL BACKFILL A. Tamp subgrade to provide firm, even bedding. Excavate bedding material to match the shape of the bottom of the pipe and bell, as detailed in the Drawings. Place haunching material so as to provide full bearing around the bottom of the pipe. Place bedding, haunching and initial backfill as specified below. 1.25 DUCTILE IRON PIPE A. If no backfill is required after initial trench excavation, undisturbed earth may be suitable for bedding in cover less than 12 feet deep. Excavate to match bottom of pipe and bell. Provide Class I material as bedding for pipe cover greater than 12 feet. Class I, II or SM, SC soil for haunching to pipe springline. Class II or III material and soil types SM and SC shall be used as initial backfill to 12-inches above top of pipe. 1.26 BACKFILL A. Backfill the remainder of the trench with soils free of organic matter, refuse, rocks and lumps greater then 4 inches in diameter and other deleterious matter compact to a minimum 95 percent ASTM D698 density. 1.27 COMPACTION TESTING AND CONTROL A. Moisture density relations required for all materials that are to be compacted to be as established by Engineer. B. Extent of compaction testing will be as necessary to assure compliance with specifications. C. Give adequate notice to Geotechnical Engineer when ready for compaction or subgrade testing and inspection. Minimum of 24 hour advance notice to be given. Clearwater Harbor Reclaimed Water System Section /Va ' 0992-0210 Excavation and Trenching 02210 - 6 D. Should any moisture density test fail to meet specification requirements, perform corrective work as necessary. E. Pay for all costs associated with corrective work and retesting resulting from failing tests. 1.28 COMPACTION DENSITY REQUIREMENTS A. Perform compaction of soils and all work associated with that effort with equipment designed for and suitable to provide the compaction requirements. B. Obtain approval of Engineer with regard to suitability of soils and acceptable subgrade prior to subsequent operations. ' C. Provide dewatering system necessary to successfully complete compaction and construction requirements. 1 D. Remove frozen loose, wet or soft material and replace with suitable material as required by Engineer. E. Stabilize subgrade with well graded granular materials as required by Engineer. F. Assure by results of testing that compaction densities comply with the requirements. Densities shall be obtained for each 6-inch or one foot lift, as required. ' 1. Sitework: Location Compaction Dens Under Paved Areas 95% ASTM D602 and Sidewalks: 100 percent ASTM D698, for last lift Cohesionless Soils 75 percent relative density Less than 10% by weight per ASTM D4253 and ASTM finer than No. 200 sieve: D4254 ' Unpaved Areas: 85 percent ASTM D698 Pipe trench As shown on the drawing trench details 11 Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Excavation and Trenching 02210 - 7 11 2. Structures: Location Compaction Densit Inside of structures under foundations, under equipment support pads, 98 percent under slabs on grade. ASTM D698 3. Specific areas: Location Compaction Density Outside structures under equipment support 98 percent foundations ASTM D698 1.29 FLOWABLE FILL A. Where shown on the Plans, or where ordered by the Engineer, the Contractor shall backfill a void area or an excavation with flowable fill. Flowable fill may be shown, or ordered, to fill abandoned pipes, abandoned underground steel storage tanks, trench backfill, washout area under structural slabs or behind walls, or other similar locations. B. Pipe trenching across roadways and driveways shall be backfilled and compacted as soon as pipe is installed. In areas where settlement shall occur, the Owner shall require the backfilling operations to incorporate the installation of color-coded "Flowable Fill", a lean 750 PSI rated concrete mix and which shall be poured immediately following pipe installation. Open trenches near traffic shall have the proper protective barricades, signage and traffic control personnel provided by the contractor. C. Flowable fill shall be produced and delivered to the site. Placing of flowable fill shall be by chute, pumping, or other approved methods. Flowable fill shall be placed to the designated fill line without vibration. The Contractor shall take all necessary precautions to prevent any damage caused by hydraulic pressure of the fill during placement prior to hardening. Flowable fill shall not be used for pipe bedding and backfill in the zone from the bottom of a pipe to 12 inches above the top of pipe. D. Flowable fill shall consist of materials conforming to DOT-SSRBC Sections as follows: 1. Cement (Type I or II) Section 921 2. Fly ash (Type F) Section 929 3. Fine aggregate (sand) Section 902 4. Water Section 923 E. The Contractor shall submit a proposed design mix that will produce a flowable fill meeting the strength requirements specified herein, using the following materials: Clearwater Harbor Reclaimed Water System Section Ma 0992-0210 Excavation and Trenching 02210 - 8 Pounds per cubic yard 1. Cement (Type I or II) 50 - 200 ' 2. Fly ash (Type F) 0 - 2,000 3. Fine aggregate (sand) 2,500 - 3,000 4. Water 325 - 550 Note: 6-inch to 10-inch slump F. Flowable fill material shall be proportioned to produce a 28-day compressive strength approximately as follows: Pounds per square inch 1. Pipe trench backfill 50 - 150 2. Fill abandoned pipes or tanks 30 - 150 3. Under slabs, behind walls 300 - 1,000 Note: Density in place 115 to 145 pounds per cubic foot G. Not more than 60 minutes shall elapse between the start of moist mixing and the placement of the flowable fill. H. Flowable fill placed on slopes shall have a reduced slump with a reduction in water, and shall be able to be shaped as required. 1. The Contractor shall place the flowable fill in such a manner as to eliminate all cavities. J. Flowable fill shall not be placed in salt water. When within a tidal area, the flowable fill shall be placed immediately after the salt water has receded. K. When flowable fill is used adjacent to ductile iron pipe, the pipe shall be polyethylene encased. 1.30 TESTS A. All tests to ensure that embedment, fill, and backfill materials and their placement comply with specified requirements shall be made by an independent testing laboratory at the expense of the Contractor. 1.31 DRAINAGE MAINTENANCE A. Trenches across roadways, driveways or other trafficways adjacent to drainage ditches or water shall be constructed on the upstream side of the trafficway to prevent impounding water after the pipe has been laid. Bridges and other temporary structures required to maintain traffic across such unfilled trenches shall be constructed and maintained by the Contractor. Backfilling shall be done so that water will not accumulate in unfilled or partially filled trenches. All material deposited in roadway ditches or other water courses crossed by the line of trench shall be removed immediately after backfilling is completed and the original section, grades, and contours of ditches or water courses shall be restored. Surface drainage shall not be obstructed longer than necessary. I' Clearwater Harbor Reclaimed Water System 0992-0210 Section lVa Excavation and Trenching 02210 - 9 11 1.32 PROTECTION OF TRENCH BACKFILL IN DRAINAGE COURSES A. Where trenches are constructed in ditches or other water courses, backfill shall be protected from surface erosion. Where the grade of the ditch exceeds one percent, ditch checks shall be installed. Unless otherwise indicated on the drawings, ditch checks shall be concrete. Ditch checks shall extend not less than 2 feet below the original ditch or water course bottom for the full bottom width and at least 18 inches into the side slopes and shall be at least 12 inches thick. 1.33 DISPOSAL OF EXCESS EXCAVATED MATERIALS A. Except as otherwise permitted, all excess excavated materials shall be disposed of in on-site areas as directed by Owner's Representative. Excavated rock, debris encountered in excavation work, and other similar waste materials shall be disposed of away from the site of the work. 1.34 SETTLEMENT A. The Contractor shall be responsible for all settlement of backfill, fills, and embankments which may occur within the correction period stipulated in the General Conditions. B. The Contractor shall make, or cause to be made, all repairs or replacements made necessary by settlement within 10 days after notice from the Engineer or Owner. 1.35 PROTECTION OF TREES A. See Section IV, Article 62 1.36 BEDDING AND BACKFILL FOR INSTALLATION OF HDPE AND PVC PIPE BY OPEN CUT A. Backfilling and compaction shall be conducted in a manner to preclude ' subsequent settlement and shall provide adequate support for the surface treatment, pavement, pipelines, or structures to be placed thereon. See details of installation on Construction Plans. B. Backfill material shall be common fill material, free from organic matter, muck or marl, and rocks exceeding 2 '/a-inches in diameter. Common fill shall not contain broken concrete, masonry, rubble or other similar materials. C. The backfilling procedures outlined below shall be for pipe mains and related ' structures. The backfilling shall be done in three stages as follows: 1. First Stage: The contractor shall provide adequate suitable material fill to be compacted beneath the haunches of the pipe, using mechanical ' tampers. This compaction also applies to the bedding material placed in layers above the pipe. Clearwater Harbor Reclaimed Water System Section lVa ' 09920210 Excavation and trenching 02210 - 10 2. Second Stage: The contractor shall obtain a well-compacted bed and fill and compact along the sides of the pipe and then to a point of at least 1- foot above the top of the pipe. The width of backfill and compaction to be done under this second stage shall be the width of the portion of the trench having vertical sides, or when no portion of the trench has vertical sides, it shall be to a width at least equal to three times the outside diameter of the pipe. Fill material shall be placed in 12-inch compacted thickness layers, unless the trench is under the paved road, in which case the fill materials shall be placed in 6-inch compacted thickness layers. 3. Third Stage: The remainder of the trench up to grade shall be backfilled with suitable material fill in layers not to exceed 1-foot in thickness and compacted, unless the trench is under the paved road, in which case the fill materials shall be placed in 6-inch compacted thickness layers. D. The contractor shall adopt compaction methods which will produce the degree of compaction specified herein without damage to the new or existing facilities. The degree of compaction specified below shall be considered the minimum allowable. 1. Compaction Density: For paved and unpaved roadways and traffic areas, from right-of-way line to right-of-way line, including all structures and railroad crossings, shall be 98% of the maximum density as determined by American Association of State Highway and Transportation Officials (AASHTO) T-180 (ASTM D1557 - Modified Proctor) with a minus 3% tolerance. For outside of the right-of-way, but within dedicated utility maintenance easements, shall be 95% of the maximum density as deter- mined by AASHTO T-180 (ASTM D1557 - Modified Proctor) with a minus 3% tolerance. 2. Density Reports are to be provided for each one foot lift from the springline to fished grade. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION I' Clearwater Harbor Reclaimed Water System 0992-0210 Section /Va Excavation and Trenching 02210-11 I SECTION 02220 - TOPSOILING AND FINISHED GRADING PART 1 - GENERAL 1.1 DESCRIPTION A. General: 1. Furnish all labor, materials, tools, equipment, and services for all topsoiling and finished grading, as indicated, in accord with provisions of Contract Documents. 2. Completely coordinate with work of all other trades. 3. Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices ' incidental to or necessary for a sound, secure and complete installation. 4. See Division 1 for General Requirements. 1 B. Location of work: All areas disturbed in the course of the work. 1.2 QUALITY ASSURANCE i A. Finish grading tolerance: 0.1 FT plus/minus from required elevations. ' 1.3 SUBMITTALS ? 1 .1.4 A. Section 01300 - Submittals. B. Project data: Test reports for finished topsoil. JOB CONDITIONS A. Verify amount of topsoil stockpiled and determine amount of additional topsoil, if necessary to complete work. PART 2 - PRODUCTS 2.1 MATERIALS A. Topsoil: Original surface soil typical of the area, capable of supporting native plant growth. 1. Use existing topsoil stockpiled. 2. If amount of topsoil stockpiled is less than amount necessary for the work, furnish all additional topsoil required. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Topsoiling and Finished Grading 02220-1 PART 3 - EXECUTION 3.1 ROUGH GRADE REVIEW A. Rough grading reviewed by Owner. 3.2 PREPARATION A. Correct, adjust and/or repair rough graded areas. 1. Cut off mounds and ridges. 2. Fill gullies and depressions. 3. Perform other necessary repairs. 4. Bring all sub-grades to specified contours, even and properly compacted B. Loosen surface to depth of 2 IN, minimum. C. Remove all stones and debris over 2 IN in any dimension. 3.3 PLACING TOPSOIL A. Do not place topsoil when subgrade is either wet or frozen enough to cause cladding. B. Spread topsoil to compacted depth of 4 IN for all disturbed earth areas. C. Make finished surface free of stones, sticks, or other material 1 IN or more in any dimension. D. Make finished surface smooth and true to required grades. E. Restore areas occupied by stockpiles to condition of rest of finished work. 3.4 ACCEPTANCE A. Upon completion of topsoiling, obtain Engineer's acceptance of grade and surface. B. Make test holes where directed, to verify proper placement and thickness of topsoil. END OF SECTION Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Topsoiling and Finished Grading 02220-2 SECTION 05500 - MISCELLANEOUS METALS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Metal fabrications include items made from iron, steel shapes, plates, bars, strips, tubes, pipes and castings which are not specified elsewhere. B. Extent of metal fabrications is indicated on the drawings or as required to complete the work. 1.02 TYPES OF WORK A. Types of work in this section include metal fabrication for: 1. Miscellaneous framing and supports 2. Miscellaneous castings 3. Fasteners 1.03 SHOP ASSEMBLY j A. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's specifications, anchor details and installation instructions for products used in miscellaneous metal fabrications, including paint products and grout. B. Shop Drawings: Submit shop drawings for fabrication and erection of miscellaneous metal fabrications including but not limited to rain diverters and prefabricated steel tank cradles. Include plans, elevations and details of sections and connections. Show anchorage and accessory items. Provide templates for anchor and bolt installation by others. ?¦ C. Welder Certificates: Certificates to be provided by Contractor certifying the welders comply with requirements specified under the "Quality Assurance" article. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Firm experienced in producing metal fabrications similar to those indicated for this Project with a record of successful in-service performance, and with sufficient production capacity to produce required units without delaying the Work. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Miscellaneous Metals 05500-1 B. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding Code--Steel," AWS D1.2 "Structural Welding Code--Aluminum," and AWS D1.3 "Structural Welding Code--Sheet Steel." Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification. C. Codes and Standards: Comply with provisions of the latest revision of the following codes, specifications, and standards, except where more stringent requirements are shown or specified. 1. Florida Building Code. 2. AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings". 3. AISC "Code of Standard Practice for Steel Buildings and Bridges" and commentary. PART 2 - PRODUCTS 2.01 FABRICATION, GENERAL A. Workmanship: Use materials of size and thickness indicated, or if not indicated, as required to produce strength and durability in finished product for use intended. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of work. B. Weld corners and seams continuously, complying with AWS recommendations. At exposed connections, grind exposed welds smooth and flush to match and blend with adjoining surfaces. C. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners whenever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flathead (countersunk) screws or bolts. D. Provide for anchorage of type indicated, coordinated with supported structure. Fabricate and space anchoring devices to provide adequate support for intended use. E. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware and similar items. F. Fabricate joints which will be exposed to weather in a manner to exclude water or provide weep holes where water may accumulate. G. Surface Preparation: Prepare ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications, unless otherwise specified. Clearwater Harbor Reclaimed Water System Section Iva 0992-0210 Miscellaneous Metals 05500-2 1. Exterior (SSPC Zone 113): SSPC-SP6 "Commercial Blast Cleaning". 2. Interiors (SSPC Zone 1A): SSPC-SP3 "Power Tool Cleaning". H. Provide miscellaneous steel framing and supports which are not a part of structural steel framework, as required to complete work. 2.02 FERROUS METALS A. Metal Surfaces, General: For fabrication of miscellaneous metalwork which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled names and roughness. B. Steel Plates, Shapes and Bars: ASTM A 36. (Hot Dipped Galvanized - 2 Oz. Per SF). C. Rolled Steel Floor Plates: ASTM A 786, and ASTM A572 for Wide Flange sections. D. Hot-Rolled Carbon Steel Bars (and Bar size shapes): ASTM 575 grade as selected by fabricator. E. Hot-Rolled Carbon Steel Sheets and Strips: ASTM A568 and ASTM A569, pickled and oiled. F. Cold-Rolled Carbon Steel Sheets: ASTM A366. G. Galvanized Carbon Steel Sheets: ASTM A526 with 1.25 oz. "commercial" galvanizing per ASTM A525. H. Steel Tubing: Product type (manufacturing method) and as follows: 1. Cold-Formed Steel Tubing: ASTM A 500. 2. Hot-Formed Steel Tubing: ASTM A 501. a. For exterior installations and where indicated, provide tubing with hot-dip galvanized coating per ASTM A 53. 1. Steel Pipe: ASTM A 53, standard weight (schedule 40), unless otherwise indicated, or another weight required by structural loads. 1. Black finish, unless otherwise indicated. 2. Galvanized finish where indicated. J. Gray-Iron Castings: ASTM A 48, Class 30. K. Malleable-Iron Castings: ASTM A 47, Grade 32510 L. Cast-in-Place Anchors in Concrete: Unless noted otherwise on the drawings, anchors of type indicated below, fabricated from corrosion-resistant materials capable of sustaining, without failure, the load imposed within a safety factor of 4, as Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Miscellaneous Metals 05500-3 determined by testing per ASTM E 488, conducted by a qualified independent testing agency. 1. Stainless steel anchors shall conform to ASTM A276 or ASTM A493 with .a chemical composition of either AISI 304 or AISI 306 stainless steel. Nuts shall conform to ASTM F594 with a chemical composition meeting that of the anchors. Washers shall be AISI 304 or AISI 316 stainless steel conforming to ASTM A240. 2. Carbon steel anchors shall conform to ASTM A307. Nuts shall conform to ASTM 563.' Washer shall conform to ASTM F436. All anchorage material shall be galvanized in accordance with Al 53. M. Welding Rods and Bare Electrodes: Select according to AWS specifications for the metal alloy to be welded. 2.03 STAINLESS STEEL A. Stainless Shapes ASTM A276 Type 316 B. Stainless Plate ASTM A240 Type 316 2.04 FASTENERS A. Provide Type 316 stainless steel fasteners for all exterior and interior work unless otherwise shown or specified. B. Bolting: Either Bolts - ASTM Al 93 Grade B8 Nuts - ASTM A194 Grade 8 Or Bolts - ASTM 276 Type 316 Stainless Steel Nuts - ASTM 276 Type 316 Stainless Steel 2.05 PAINT A. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPC-Paint 20. B. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12, except containing no asbestos fibers. 2.06 GALVANIZING A. Galvanizing Shapes ASTM A 123 2.0 OZ/SF Hardware ASTM A 153 2.0 OZ/SF Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Miscellaneous Metals ' 05500-4 Assemblies ASTM A 386 2.0 OZ/SF ' 2.07 FINISHES, GENERAL ' A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to applying and designing finishes. B. Finish metal fabrications after assembly. PART 3 - EXECUTION ' 3.01 FIELD MEASUREMENTS A. Take field measurements prior to preparation of shop drawings and fabrication, where possible. Do not delay job progress; allow for trimming and fitting where taking field measurements before fabrication might delay work. 3.02 PREPARATION A. Coordinate and furnish anchorages, setting drawings, diagrams, templates, ' instructions, and directions for installation of anchorages, such as concrete inserts, sleeves, anchor bolts and miscellaneous items having integral anchors, which are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site. 1 B. Set sleeves in concrete with tops flush with finish surface elevations. Protect sleeves from water and concrete entry. 3.03 INSTALLATION, GENERAL ' A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction. Include threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws, and other connectors as required. ' Provide setting drawings, templates, instructions and directions for installation or anchorage devices. Coordinate delivery with other work to avoid delay. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction. D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop-welded ' because of shipping size limitations. Do not weld, cut, or abrade the surfaces of Clearwater Harbor Reclaimed Water System Section IVa 0 0992-0210 Miscellaneous Metals 05500-5 exterior units that have been hot-dip galvanized after fabrication and are intended for bolted or screwed field connections. Use only materials which are smooth and free of surface blemishes, including pitting, seam marks, roller marks, rolled trade names, and roughness. E. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength ' and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. , Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing, and contour of welded surface matches those adjacent. , 5. Pre-assemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated , installation. 6. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise shown. Form bent metal corners to smallest radius ' possible without causing grain separation or otherwise impairing work. 7. Weld corners and seams continuously, complying with AWS recommendations. Grind exposed welds smooth and flush, to match and ' blend with adjoining surfaces. 8. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type ' shown, or, if not shown, use Phillips flat-head (countersunk) screws or bolts. 9. Cut, reinforce, drill and tap miscellaneous metal work as required to receive finish hardware and similar items. ' 3.04 SETTING LOOSE PLATES A. Clean concrete and masonry bearing surfaces of bond-reducing materials, and I roughen to improve bond to surfaces. Clean bottom surface of bearing plates. B. Set loose leveling and bearing plates on wedges or other adjustable devices. After ' the bearing members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if protruding, cut off flush with the edge of the bearing plate before packing with grout. ' 1. Use non shrink, metallic grout in concealed locations where not exposed to moisture; use non-shrink, nonmetallic grout in exposed locations, unless otherwise indicated. ' 2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. 3.05 INSTALLING PIPE BOLLARDS , Clearwater Harbor Reclaimed Water System Section /Va 0992-0290 Miscellaneous Metals ' 05500-6 ' A. Anchor bollards in concrete with pipe sleeves preset and anchored into concrete. After bollards have been inserted into sleeves, fill annular space between bollard and sleeve solidly with non-shrink, nonmetallic grout, mixed and placed to comply with grout manufacturer's directions. B. Fill bollards solidly with concrete, mounding top surface. ' 3.06 ADJUSTING AND CLEANING. ' A. For galvanized surfaces, clean welds, bolted connections, and abraded areas, and apply galvanizing repair paint to comply with ASTM A 780. ' B. All aluminum surfaces to come in contact with concrete or dissimilar metals shall be coated with two coasts of aluminum pigmented bituminous paint. END OF SECTION Clearwater Harbor Reclaimed Water System Section Iva 10992-0210 Miscellaneous Metals 05500-7 SECTION 09900 - PAINTING AND COATINGS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The work includes furnishing all plant, labor, materials and equipment required to complete the painting and coatings as indicated on the Drawings and in these specifications. ¦ B. Surface preparation, paint and coatings materials, and their application shall be as recommended by the coating manufacturer and approved by the Engineer. ' The Contractor shall take all health and safety precautions necessary to prevent accidents during the storage, handling, application, and drying of any of the coatings described. C. Paints and coatings used to finish the surfaces of structures or vessels which come into contact with potable water shall meet the applicable requirements of the County Health Department and the State Department of Environmental I' Protection or other regulatory agencies having jurisdiction. D. Related Work Specified Elsewhere: ¦ 1. Section 09902 - Pipe Painting 1.2 QUALITY ASSURANCE A. The Contractor is responsible for a satisfactory paint application which will adhere without peeling, flaking, blistering or discoloration. Before application of ' any painting materials, the Contractor shall submit a letter of Certification from the manufacturer of the materials selected for the application proposed. ' B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, but are limited to the following: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1.3 SUBMITT/ Ameron - Corrosion Control Division Carboline Company Glidden - Durkee Division of SCM Corporation Indurall Coatings, Inc. Koppers Company, Inc. Mobil Chemical Company Porter Coatings - Division of Porter Paint Company Royston Laboratories, Inc. Rust-Oleum Corporation Tnemec Company, Inc. \LS A. Data Sheets and Color Charts: Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Painting and Coatings 09900 - 1 1. The full name of each product and descriptive literature shall be ' submitted along with a list of water and wastewater plants in Florida where the product has been used. 1.4 DELIVERY AND STORAGE A. Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where directed in accordance with manufacturer's instructions. All paint materials used on the job shall be kept in a single place which shall be kept neat and clean. All oily rags, waste or debris shall be removed every night and all precautions taken to avoid the danger of fire. B. Extra Stock: At the conclusion of the project, the Contractor shall provide the Owner with a minimum of one quart from each 50 gallons or fraction thereof for each paint system used on the project. The paint or coating container shall indicate the applicable paint system as indicated in these specifications. 1.5 JOB CONDITIONS A. Painting or coating and finishing of interior and exterior items and surfaces, unless otherwise indicated: 1. Paint all new construction and portions of existing facilities disturbed by new construction. 2. Paint all exposed surfaces, except as otherwise indicated, whether or not colors are designated. If not designated colors will be selected by the Engineer from standard colors available for the coatings required. 3. Includes field painting of bare and covered pipes and ducts (including color coding), and hangers, exposed steel and iron work, and primed metal surfaces of equipment installed under mechanical and electrical work. 4. Painting shall be done at such times as the Contractor and Engineer may agree upon in order that dust-free and neat work be obtained. Painting shall be done strictly in accordance with the manufacturer's instructions and shall be performed in a manner satisfactory to the Engineer. 5. "Shop" painting as referred to defines the paint coat which shall be applied in the shop or plant immediately after manufacturer, fabrication or assembly and prior to shipment to the site of installation. "Field" painting defines the paint coats to be applied at the project site where the structure or equipment is completed, erected, or installed in place as specified. B. Materials and Application: 1. Obtain painting materials from one manufacturer. Painting materials not obtainable from the prime manufacturer shall be obtained from a second source recommended by the prime manufacturer. Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Painting and Coatings 09900 - 2 ' 2. There shall be a perceptible difference in shades of successive coats of paint so that the application of successive coats of paint can be properly and uniformly spread and inspected. Pipes, sheet metal ducts and other ' metal items which are to be installed in inaccessible locations shall be painted prior to installation. 3. Each coat shall be allowed to dry for the period of time recommended by the manufacturer before the next coat is applied. C. Equipment, Machinery, and Shop Fabricated Items: 1. Pumps, motors, machinery, equipment and other manufactured items shall have surfaces prepared, primed and finish-coated in accordance with the standard practice of the manufacturer. Finish coat colors shall be as approved by the Engineer. 2. Shop-fabricated items and components for field assembly shall have surfaces prepared and shop-primed. Finish coat colors shall be as approved by the Engineer. Items for submerged service shall be field sandblasted and primed per Paint System B-3. PART 2 - PRODUCTS 2.1 GENERAL REQUIREMENTS - ALL SYSTEMS A. The film thickness designated and/or the number of coats to be applied shall not be decreased and shall be increased where required to meet other manufacturer's recommendations. B. There shall not be a change from the generic type of coating specified. C. Manufacturer's recommendations as to which finish coat should be used with a particular primer shall be observed. In all cases, the prime coat and finish coat shall be from the same manufacturer. All paint shall be mildew resistant. 2.2 GROUP B - STRUCTURAL STEEL; CONCRETE AND STEEL TANKS; EQUIPMENT AND PIPING (NOT IN CONTACT WITH POTABLE WATER) A. System B-1. For use on exterior exposed piping, structural and miscellaneous steel, - non-submerged 1. Surface Preparation: SSPC-SP1 Solvent Cleaning and Scarify by Brush Off Blasting, Hand Sanding, or Chemical Treatment 2. Prime: Tnemec Series N69-Color Hi-Build Epoxoline II or equal, 2.0- 4.0 mils DFT. 3. Finish: Tnemec Series 701-Hydroflon 2.0-3.0 mils DFT. Total DFT = 5 mils min. I ' Clearwater Harbor Reclaimed Water System 0992-0210 Section IVa Painting and Coatings 09900 - 3 11 For bituminous shop coated ductile iron pipe - prime with Tnemec Series N69 or equal at minimum 3.0 mils DFT. Allow bituminous coating to bleed through prime coat. Apply second coat of Tnemec Series N69 or equal at minimum 3.0 mils DFT. 2.3 FINISH COAT OVER EXISTING FINISH A. The required painting shall consist of one coat of the system "Finish Coat" to ' provide continuity of texture and color over previously painted surfaces. 2.4 THINNING A. Where thinning is necessary, only the products for the particular purpose and by the manufacturer furnishing the paint shall be allowed. All thinning shall be done strictly in accordance with the manufacturer's instructions and with the full knowledge and approval of the Engineer. PART 3 - EXECUTION 3.1 SHOP PAINTING A. All ferrous and non-ferrous surfaces shall be solvent cleaned before priming. Primer shall be applied in the shop to protect surfaces from rust during shipment and storage. B. Apply two coats of paint to surfaces which are inaccessible after assembly or erection. 3.2 FIELD PREPARATION A. All surfaces to be painted shall be prepared in a workmanlike manner with the objective of obtaining a smooth, clean and dry surface. No painting shall be done before the prepared surfaces are approved by the Engineer. B. Surface preparation for miscellaneous surfaces to be painted, not specifically covered in these specifications, shall be as recommended by the manufacturer of the paint selected for use and as approved by the Engineer. C. Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. D. Remove hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish-painted, or provide surface-applied protection. Reinstall removed items after painting is completed. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes to masonry walls unless moisture content of surfaces are below 12 percent. 3.3 APPLICATION Clearwater Harbor Reclaimed Water System Section lVa , 0992-0210 Painting and Coatings 09900 - 4 A. Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. B. Apply painting and finishing materials in accordance with the manufacturer's directions. Use applicators and techniques best suited for the material and surfaces to which applied. C. Workmanship for applying paint shall be of professional quality. The painter shall apply each coat at the rate recommended by the manufacturer smoothly without runs, sags, or holidays. If the material has thickened or must be diluted for use with a spray gun, the coating shall be built up to the same thickness as achieved with undiluted materials. In other words, one gallon of paint as originally furnished by the manufacturer shall not cover a great square foot area when applied by spray gun than when applied by brush. Deficiencies in film thickness shall be corrected by the application of additional coat or coats of paint. On masonry, application of rates will vary according to the surface texture; however, in no case shall the manufacturer's stated coverage rate be exceeded. On porous surfaces, it shall be the painter's responsibility to achieve a protective and -decorative finish either by decreasing the coverage rate or by applying additional coats of paint. Before succeeding coats are applied to a surface, the preceding coat shall have been approved by the Engineer. I' D. Drying time shall be construed to mean "under normal conditions". Where conditions are other than normal because of the weather or because painting must be done in confined spaces, longer drying times will be necessary. ' Additional coats of paint shall not be applied, nor shall units be placed in service, until paints are thoroughly dry. TABLE 09900-1 PAINTING SCHEDULE A. EXTERIOR PIPE AND VALVES 1. Exposed ductile iron and steel pipe, valves, valve boxes, fittings, and supports- System B-1. END OF SECTION Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Painting and Coatings 09900 - 5 SECTION 09902 - PIPE PAINTING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. This Section includes pipe painting and identification as required for this project. PART 2 - PRODUCTS 2.1 PAINTING AND IDENTIFICATION A. Exposed piping shall be painted. Seal coats shall be used over bitumen coated surfaces as applicable. Plastic pipe shall be painted in accordance with pipe manufacturer's recommendations. 2.2 PIPE PAINT COLORS A. Reclaimed Water: Purple (Pantone 522C). PART 3 - EXECUTION (NOT USED) END OF SECTION Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Pipe Painting 09902-1 SECTION 15062 - DUCTILE IRON PIPE AND FITTINGS PART 1 - GENERAL 1.1 SCOPE OF WORK A. Install within the project site all materials and incidentals including flanged joint, mechanical joint, push-on joint, and restrained joint ductile iron pipe and/or ductile iron restrained, flanged, or mechanical joint fittings, complete, as shown on the project drawings. 1.2 SUBMITTALS A. The Contractor shall transmit (from the related Vendor) for submittal to the Owner's Project Representative a list of materials to be furnished, the names of the suppliers and the appropriate shop drawings for all ductile iron pipe and fittings. B. All ductile iron pipe and fittings to be installed under this Contract shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. Furnish in duplicate to the Owner's Project Representative sworn certificates of such tests and their results. In addition, all ductile iron pipe and fittings to be furnished under this Contract may be inspected at the foundry for compliance with these Specifications by an independent testing laboratory selected by the Owner. The manufacturer's cooperation shall be required in these inspections. The cost of foundry inspection of all pipe approved for this Contract, plus the cost of inspection of a reasonable amount of the disapproved pipe, will be borne by the Vendor. C. Shop Drawings including layout drawings shall be submitted to the Owner's Project Representative for approval and shall include dimensioning, methods and locations of supports and all other pertinent technical specifications for all piping to be furnished. D. The Contractor shall transmit from the Vendor to the Owner's Project Representative, the pipe manufacturer's certification of compliance with the applicable sections of the Specifications. E. The Contractor shall coordinate all submittals with the related Vendor in a manner not to impede construction on individual projects. PART 2 - PRODUCTS 2.1 MATERIALS A. Ductile iron pipe pressure classes shall be a minimum of Class 350 for 4 to 12- inch, Class 250 for 14 to 20-inch, Class 200 for 24-inch, and Class 150 for 30 to ' 64-inch, except flanged or other unburied pipe which shall be thickness Class 53. Pressure class shall be greater if required by load conditions or called out on the plans. Ductile Iron Pipe for the bridge crossing shall be American Flex-Ring Joint Pipe or approved equal. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Ductile Iron Pipe and Fittings 15062-1 B. Unrestrained joint pipe shall be supplied in lengths not in excess of 21-feet. Unrestrained joint pipe shall be either the rubber-ring type push-on joint or standard mechanical joint pipe as manufactured by the American Cast Iron Pipe Company, U.S. Pipe and Foundry Company or approved equal. 1. Push-on Joints: Single seal gasket push-on type joints shall conform to the requirements of ANSI A21.11 and shall be U.S. Pipe "Tyton," American Cast Iron Pipe Company "Fastite," CLOW Corporation "Super Bell Tite," or approved equal. C. Potable water and reclaimed water pipe interior shall have a cement mortar lining with an asphaltic seal.coat conforming to ANSI/AWWA C104/A21.4. The weight and class designation shall be painted in white paint on the exterior surface of each pipe section. Manufacturer code or serial number shall be provided on the bell of each pipe joint. Ductile iron pipe for potable water shall be spirally wrapped by blue tape with adhesive backing. Ductile iron pipe for reclaimed water shall be spirally wrapped by purple tape with adhesive backing. D. Pipe and fitting gaskets, conforming to ANSI A21.11, shall be made of viton (fluorocarbon elastomer), EPDM (Ethylene Propylene Diene Monomer) or SBR (Styrene-Butadiene Rubber), and shall be suitable for intended use. Gaskets used within petroleum contaminated soil shall be FKM (see Drawing Sheet Nos. C2 and C20). E. Fittings for buried service from 4" through 24" in size will be compact ductile iron cast in accordance with ANSI/AWWA C1531A 21.53 with mechanical joint bells. Bolts, nuts and gaskets shall be in accordance with requirements of ANSI/AWWA C153/A21.53. The working pressure rating shall be 350 P.S.I. Ductile iron fittings shall be coated and lined in accordance with requirements of ANSI/AWWA C104/A21.4. Mechanical joint glands shall be ductile iron in accordance with ANSI/AWWA C111/A 21.11. When reference is made to ANSI/AWWA Standards, the latest revisions apply. F. Ductile-iron fittings shall have the letter "DI" or "Ductile" cast on them. Cast letters and figures shall be on the outside body of the fitting and shall have dimensions no smaller than those shown in ANSI/AWWA C110 and C153. G. Restrained joints shall be provided for all buried ductile iron pipe as required on the drawings. Restrained joints shall not be of the type that requires field welding or grooves cut into the pipe barrel for restraint. The restraining joints for mechanical joint fittings and valves shall be ROMAC Industries Grip Ring, EBAA Iron MEGALUG, or approved equal. Restrained joints for straight lengths of push-on ductile iron pipe shall be the locking gasket type such as Fast-Grip by American Ductile Iron Pipe, Field Lok by U.S. Pipe, or approved equal. H. Flanged ductile-iron pipe shall conform to current ANSI A21.15/AWWA C115 with factory applied screwed long hub flanges except as otherwise specified hereinafter. Flanges shall be faced and drilled after being screwed on the pipe with flanges true to 90 degrees with the pipe axis and shall be flush with end of pipe conforming to ANSI B16.1, 125 pounds standard. Full face type 1/16-inch thick rubber ring gaskets shall conform to AWWA C111. Clearwater Harbor Reclaimed Water System Section /Va 0992-0290 Ductile Iron Pipe and Fittings 95062-2 Mechanical joints consisting of bell, socket, gland, gasket, bolts and nuts shall conform to ANSI Standard A21.11. Bolts shall be high strength low alloy steel, such as "Corten," or "U.S. Alloy," T-head type having hexagonal nuts. Bolts and nuts shall be machined true and nuts shall be tapped at right angles to a smooth bearing surface. Pipe for use with split-type flexible coupling joints shall have radius grooved ends. K. Fittings shall be ductile as specified herein. Flanges and flanged fittings shall be flat face and shall conform to ANSI A21.10 for 250 psi pressure rating. Full face type 1/16-inch thick rubber ring gaskets shall conform to AWWA C111. L. Except as otherwise shown on the Drawings, either mechanical, restrained, or flanged joints shall be used. Prior to commencing work, jointing systems for pipe shall be submitted to the Owner for approval. M. All buried ductile iron pipe and fittings shall be provided with a 4-mil thick cross laminated high density polyethylene encasement or an 8-mil thick polyethylene encasement per ANSI/AWWA C105. Polyethylene casing shall be: Reclaimed Water Service- Solid purple color (Pantone S22C) with the following repeated message printed in white or black, "Reclaimed Water - Do Not Drink." N. Pipe for buried service shall have an exterior bituminous coating in accordance with ANSI A21.51. 0. Pipe and fittings exposed to view in the finished work to be painted shall not receive the standard tar or asphalt coat on the outside surfaces but shall be shop primed on the outside with one coat of Tnemec N-140-1211 or approved equal. Should portions of the pipe inadvertently be given the outside coating of coal tar enamel instead of the rust inhibitive primer as required for exposed piping the surfaces shall be sealed with a non-bleeding sealer coat such as Inertol Tar Stop, or Mobil Anti-Bleeding Aluminum Sealer. Sealing shall be a part of the work of this Section. P. Bolts and nuts on flanged fittings shall be Grade B, ASTM A-307, cadmium plated and conform to ANSI B16.1 for Class 125. Q. Pipe and fittings shall be provided with underground tracer wire and alarming tape as specified in Section 15066 - Tracer Wire and Alarming Tape. PART 3 - EXECUTION 3.1 HANDLING PIPE AND FITTINGS A. Care shall be taken in loading, transporting, and unloading to prevent injury to the pipe or coatings. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined before installation, and no piece shall be installed which is found to be defective. Any damage to the pipe coatings shall be repaired as directed by the Owner. Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Ductile Iron Pipe and Fittings 15062-3 B. All pipe and fittings shall be subjected to a careful inspection and hammer test just prior to being installed. C. If any defective pipe is discovered after it has been laid, it shall be removed and replaced with a sound pipe in a satisfactory manner at no additional expense to the Owner. 3.2 UNDERGROUND PIPE INSTALLATION A. Alignment and Grade: The pipelines shall be laid and maintained to lines and grades established by the Drawings and Specifications, with fittings, valves and hydrants at the required locations unless otherwise approved by the Owner. Valve-operating stems shall be oriented to allow proper operation. Hydrants shall be installed plumb. B. Underground Conflicts: Prior to excavation, investigation shall be made to the extent necessary to determine the location of existing underground structures and conflicts. Care shall be exercised to avoid damage to existing structures. When obstructions that are not shown on the drawings are encountered during the progress of the work and interfere so that an alteration of the Drawings is required, the Engineer will alter the Drawings or order a deviation in line and grade or arrange for removal, relocation, or reconstruction of the obstructions. When crossing existing pipelines or other structures, alignment and grade shall be adjusted as necessary, with the approval of the Engineer, to provide clearance as required by federal, state, or local regulations or as deemed necessary by the Engineer to prevent future damage or contamination of either structure. C. Trench Construction - See Section 02210 - Excavation and Trenching. 3.3 PIPE INSTALLATION A. Proper implements, tools, and facilities shall be provided and used for the safe and convenient performance of the work. All pipe, fittings, valves, and hydrants shall be lowered carefully into the trench by means of a derrick, ropes, or other suitable tools or equipment in such a manner as to prevent damage to pipeline material and protective coatings and linings. Under no circumstances shall pipeline materials be dropped off or dumped into the trench. The trench should be dewatered prior to installation of the pipe. B. All pipe fittings, valves, hydrants, and other appurtenances shall be examined carefully for damage and other defects immediately before installation. Defective materials shall be marked and removed from the project site. C. All lumps, blisters, and excess coating shall be removed from the socket and plain ends of each pipe, and the outside of the plain end and the inside of the bell shall be wiped clean and dry and be free from dirt, sand, grit, or any foreign material before the pipe is laid. D. Foreign material shall be prevented from entering the pipe while it is being placed in the trench. During laying operations, no debris, tools, clothing, or other materials shall be placed in the pipe. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 Ductile Iron Pipe and Fittings 15062-4 E. As each length of pipe is placed in the trench, the joint shall be assembled and the pipe brought to correct line and grade. The pipe shall be secured in place with approved backfill material. F. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Owner's Project Representative. When practical, the plug shall remain in place until the trench is pumped completely dry. Care shall be taken to prevent pipe flotation should the trench fill with water. G. Trench width at the top of pipe, bedding conditions, and backfill placement and compaction shall be such that design loadings on the pipe will not be exceeded. H. Joint Assembly: Pipe joints shall be assembled in accordance with the Manufacturer's instructions and the requirements of ANSI/AWWA C600. 1. Pipe Deflection: When it is necessary to deflect pipe from a straight line in either the vertical or horizontal plane, or where long radius curves are permitted, the amount of deflection shall not exceed that shown in ANSI/AWWA C600. J. Pipe Cutting: Cutting pipe for.the insertion of valves, fittings, or closure pieces shall be done in a neat, workmanlike manner without creating damage to the pipe or lining. Ductile cast iron may be cut using an abrasive pipe saw, rotary wheel cutter, guillotine pipe saw, milling wheel saw, or oxyacetylene torch. Cut ends and rough edges shall be ground smooth and for push-on joint connections, the cut end shall be beveled. K. Thrust Restraint: All plugs, caps, tees, and bends shall be suitably restrained by attaching metal rods, clamps or restrained joints as specified. 2. Thrust-restraint design pressure shall be equal to the test pressure of the line. 3. Restrained push-on joints or mechanical joints utilizing approved joint restraints shall be used in place of concrete backing. Tie rods clamps, or other components of dissimilar metal shall be protected against corrosion by hand application of a bituminous coating or by encasement of the entire assembly with 8-mil thick, loose polyethylene film in accordance with ANSI/AWWA C105. L. All ductile iron pipe shall be installed with solid or stranded copper tracer wire and underground alarming tape of the type specified. 3.4 ABOVE GROUND PIPE INSTALLATION A. Install pipe in horizontal or vertical planes, parallel or perpendicular to building surfaces unless otherwise shown. Support pipe and fittings to prevent strain on joints, valves and equipment. Install flanged joints so that contact faces bear uniformly on the gasket. Tighten bolts with relatively uniform stress. ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Ductile Iron Pipe and Fittings 15062-5 3.5 PIGGING, FLUSHING AND CLEANING A. All mains and distribution lines shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall dispose of all water used for pigging and flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. B. Flushing water used by the Contractor shall be taken from an approved metered source. The water utility will provide the meter and designate the source. Flushing water shall be at the Contractor's expense. Flushing water shall be potable water for potable water mains. RCW mains shall be flushed with reclaimed water. C. The cleaning of the new piping system shall be accomplished by the controlled and pressurized passage of a series of hydraulic or pneumatic polyurethane plugs of varying dimensions coatings, and densities; which shall be selected by the pipe cleaning Contractor. The Contractor shall provide a means to enter the pig into the system, control and regulate flow, monitor flows and pressures, and to remove the pig from the system. The Contractor shall maintain a constant surveillance of the system and immediately report to the proper authority any in- line problems encountered or any malfunctions discovered in the piping system. A record of pig models, sizes, styles, and other pertinent information shall be kept by the Contractor and turned over to the Owner. 3.6 PRESSURE AND LEAKAGE TESTS A. Pressure Testing: The Contractor shall backfill all pipe and restraints before pressure testing unless the Project Representative directs certain joints or connections left uncovered. 2. All newly laid pipe, including fittings and valves shall be pressure tested in accordance with AWWA C-600. The duration of each such test will be at least two hours. The Contractor shall furnish all gauges, meters, pressure pumps and other equipment needed to test the line. Each valved section of pipe shall be slowly filled with water and a pump shall be hooked to the pipe in a manner satisfactory to the Project Representative to supply the minimum test pressure of 150, psi. The pump, pipe connection and all necessary apparatus shall be furnished by the Contractor. The gauges used shall be furnished by the Contractor. The Contractor shall, upon request of the Project Representative, furnish to the Utilities Department certified test data for pressure gauges used for pressure testing. 4. Pipe shall be tested valve to valve. Before applying the specified test pressure, all air shall be expelled from the pipe. Permanent air relief valves shall be located as shown on the Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Ductile Iron Pipe and Fittings 15062-6 plans. If air relief valves are not furnished the Contractor shall install corporation cocks for this purpose. 6. All exposed pipe, fittings, valves, joints and appurtenances shall be carefully examined during the open-trench test. Any cracked or defective pipe, fittings, valves or appurtenances discovered in consequence of this test shall be removed and replaced with acceptable material and the test shall be repeated to the satisfaction of the Project Representative. B. Leakage Test: A leakage test may be conducted at the same time as the pressure test. The Contractor shall, as before, furnish all pumps, pipe, connections and other items required to satisfactorily complete the leakage test. The leakage test shall have a duration of two hours at the pressure specified for the pressure test. No pipe installation will be accepted if the leakage is greater than that determined by the formula for mechanical and push-on joints: SDP'/2 L= Allowable leakage [gph] L= ---------- S= Length of pipe tested [feet] 133,200 D= Nominal diameter of pipe [inches] P= Average pressure during test [prig] 2. The Project Representative, or his duly authorized representative, shall witness these tests. The Contractor shall be responsible for finding and repairing leaks. No additional cost may be incurred by the Owner due to repairs because of failure of either test. The Project Representative has the authority to determine the number of repairs that will be made within a given length of pipe and has the right to request the Contractor to remove and relay a section of pipe if such does not comply with the established leakage rates. C. Testing water used by the Contractor shall be taken from an approved metered source. The water utility will provide the meter and designate the source. Testing water shall be at the Contractor's expense. Testing water shall be potable water for potable water mains. RCW mains shall be tested with reclaimed water. D. Notice of Test: The Contractor shall give the Owner 48 hours advance notice of the time when the installation is ready for hydrostatic testing. 3.7 DISINFECTION A. Reclaimed water mains shall not be disinfected. See Section IV Article 41.5 for disinfection requirements for water mains. 3.8 SURFACE PREPARATION AND PAINTING A. All piping and fittings exposed to view shall have its surface prepared and be painted with a prime coat as specified above. Surface preparation and shop priming is a part of the work of this Section. It shall be part of the work of this Section to assist as required by the Owner in identifying pipe contents, direction ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Ductile Iron Pipe and Fittings 15062-7 of flow and all else required for proper marking of pipe. All exposed pipe shall be given a finish coat of paint as specified in Sections 09900 and 09902. END OF SECTION Clearwater Harbor Reclaimed Water System Section IVa 0992-0290 Ductile Iron Pipe and Fittings 95062-8 SECTION 15063 - PVC PIPE PART 1 - GENERAL 1.1 DESCRIPTION A. This specification covers Poly-Vinyl Chloride (PVC) pipe, in nominal sizes 4" - 8" installed in accordance with the approved NUCA "Specification for Microtunneling," or by open cut excavation. Pipe is intended for use as a pressure-rated reclaimed water delivery system. 1.2 REFERENCE DOCUMENTS A. American Society for Testing and Materials (ASTM) 1. ASTM D1784: Standard Specification for Rigid PVC Compounds and Chlorinated PVC Compounds. 2. ASTM D2837: Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials. 3. ASTM D3139: Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals. 4. ASTM F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. 5. ASTM F1417: Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air B. American Water Works Association (AWWA) 1. AWWA 0605: Standard for Underground Installation of PVC Pressure Pipe and Fittings for Water. 2. AMA C900: Standard for PVC Pressure Pipe and Fabricated Fittings, 4 In. Through 12" for Water Distribution. 3. AWWA C905: Standard for PVC Pressure Pipe and Fabricated Fittings, Greater than 12", for Water Distribution C. National Sanitation Foundation (NSF) 1. NSF14: Plastic Piping System Components and Related Materials 2. NSF61: Drinking Water System Components - Health Effects ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 PVC Pipe 15063-1 PART 2 - PRODUCTS 2.1 GENERAL A. Products delivered under this specification shall be manufactured only from water distribution pipe and couplings conforming to AVWVA C900. Restrained joint pipe shall also meet all performance requirements of AWVVA C900. B. The joints for PVC pipe shall be rubber ring type consisting of integral, thickened, solid wall bells which maintain the same standard dimension ratio as the pipe barrel. Joint lubrication shall be as furnished by the manufacturer of the pipe and joints made in accordance with the manufacturer's instructions and recommendations. 2.2 APPROVALS A. Restrained joint PVC pipe products used in directional bore applications shall have been tested and approved by an independent third-party laboratory for continuous use at rated pressures. Copies of Agency approvals or product listings shall be provided to the Engineer. Products intended for contact with potable water shall be evaluated, tested, and certified for conformance with NSF Standard 61, or the health effects portion of NSF Standard 14, by an acceptable certifying organization, when required by the regulatory authority having jurisdiction. 2.3 CLASS-RATED PVC PIPE (OPEN CUT INSTALLATION) A. PVC pressure-rated pipe having a nominal diameter two inches or greater, but less than four inches, shall be made of 2000 psi hydrostatic design stress compounds designated PVC 1120 and shall conform to ASTM D 2241. Pipe shall be made in standard thermoplastic pipe dimension ratios (SDR) and pressure rated for water. Pipe shall have both ends beveled for use with gasketed couplings or one end beveled and one end with a bell with joints meeting the performance requirements of ASTM D 3139. Couplings and gaskets shall be furnished with each length of pipe. Rubber ring gaskets shall conform to ASTM F 477. Nontoxic gasket lubricant shall be as specified by the manufacturer. PVC pipe shall be furnished in 20-foot lengths unless otherwise noted. PVC pipe shall have a SDR 26 and a water pressure rating of 160 psi. Pipe couplings shall have a SDR 21 and a water pressure rating of 200 psi. B. Class-rated PVC pipe and accessories four to eight inches (4"-8") in diameter, where shown or as specified on the Drawings, shall meet the requirements of AVVWA Specification C-900 "Polyvinyl Chloride (PVC) Pressure Pipe". Pipe shall be Class 235, meeting requirements of Dimension Ratio (DR) 18 unless otherwise designated on the Drawings or Bid Form, and shall have the dimension of ductile iron outside diameters. Each length of pipe shall be hydrotested to four (4) times its class pressure by the manufacturer in accordance with AVVWA C- 900. C. PVC Class pipe shall be installed as recommended by the manufacturer. Pipe shall be furnished in nominal lengths of approximately 20 feet, unless otherwise directed by the Engineer. Pipe and accessories shall bear the NSF mark indicating pipe size, manufacturer's names, AWWA and/or ASTM Specification Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 PVC Pipe 15063-2 1 number, working pressure, and production code. Pipe shall be blue for potable ' water service and purple for reclaimed water service. All potable water pipe shall be NSF certified and copies of lab certification shall be submitted to the Engineer. D. Joints: ' 1. The PVC joints for pipe shall be of the push-on type unless otherwise directed by the Engineer so that the pipe and fittings may be connected on the job without the use of solvent cement or any special equipment. The push-on joint shall be a single rubber gasket joint designed to be assembled by the positioning of a continuous, molded rubber ring gasket in annular recess in the pipe or fitting socket and the forcing of the plain end of the entering pipe into the socket, thereby compressing the gasket ' radially to the pipe to form a positive seal. The gasket and annular recess shall be designed and shaped so that the gasket is locked in place against displacement as the joint is assembled. The rubber ring joint ' shall be designed for thermal expansion or contraction with a total temperature change of at least 750 degrees F in each joint per length of pipe. The bell shall consist of an integral wall section with a solid cross section elastomeric ring which shall meet requirements of ASTM F-477. ' The thickened bell section shall be designed to be at least as strong as the pipe wall. Lubricant furnished for lubricating joints shall be nontoxic, shall not support the growth of bacteria, shall have no deteriorating effects on the gasket or pipe material, and shall not impart color, taste, or odor to the water. 2. PVC joints for pipe less than two inches (2") in diameter shall either be threaded or of the push-on type, Sch. 80 PVC where called for on the Drawings, unless otherwise directed by the Engineer. Teflon thread tape or liquid Teflon thread lubricant shall be used on all threaded joints to ' serve as both a sealer and lubricant. Threaded joints should be made hand tight (hard). When the joint is hand tight, a strap wrench should be used to make up one to two (1-2) additional full turns past the hand tight M point. Do not use pipe wrenches or pump pliers on plastic pipe or fittings. 2.4 RESTRAINED JOINT PVC PIPE (DIRECTIONAL BORE) ' A. Restrained Joint PVC pipe and couplings shall be made from unplasticized PVC compounds having a minimum cell classification of 12454-B, as defined in ASTM D1784. All compounds shall qualify for a Hydrostatic Design Basis (HDB) rating of 4000 psi for water at 73AF, in accordance with the requirements of ASTM D2837. Blue pipe shall be supplied for the potable water system and purple pipe shall be supplied for the reclaimed water system. ' B. Nominal outside diameters and wall thickness of PVC pipe shall conform to the requirements of AWWA C900 for pipe sizes between 4 and 16-inches. Nominal outside diameters and wall thickness of 3" PVC pipe shall conform to the ' requirements of ASTM D2241. PVC pipe shall be furnished in sizes 3" (Pressure Rating 250 psi, DR17), 4" (Class 305, DR-14) and 6" and 8" (Class 235, DR-18). Pipe shall be furnished in standard laying lengths of 20 ft. + 1 in. 1 Clearwater Harbor Reclaimed Water System Section /Va 0992-0290 PVC Pipe 15063-3 C. PVC pipe used in directional boring shall be joined using a restrained joint coupling system or ring restraint with Rieber Gasket meeting the requirements of ASTM F477. Pipe and/or couplings shall be designed as an integral system and shall be provided by a single manufacturer for maximum reliability and interchangeability. Assembled joints shall meet the leakage test requirements of ASTM D3139. No external pipe-to-pipe restraining devices which clamp onto or otherwise damage the pipe surface as a result of point-loading shall be permitted. D. Allowable axial jacking loads shall be supplied by the manufacturer. The Engineer and Contractor shall utilize appropriate instrumentation to insure that these loads are never exceeded. Only experienced personnel shall be used to install pipe. If used, coupling edges shall be beveled to reduce drag force when pipe is installed by directional bore or microtunneling. Assembly of joints shall be in accordance with the manufacturer's instructions. E. Manufacturer/Product: Certain Teed Certa-Lok C-900, Diamond Lok-21 or JM Eagle Loc 900 No approved equals. 2.5 RESTRAINED JOINTS ' A. Thrust restraint for buried piping shall be provided by restrained joints. These ' are to be used at valves, tees, bends, and other fittings for the Restrained Joint PVC pipe and Push-on Joint PVC pipe. Restrained Joints. Restrained joints for use with PVC pipe shall consist of retainer glands fabricated of ductile-iron conforming to ASTM A536. The gland shall be such that it can replace the standard mechanical joint gland and can be used with the standardized mechanical joint bell conforming to ANSI/AWWA A21.11/C111 and ANSI/AWWA A21-53/C153. The retainer glands shall have a pressure rating equal to that of the PVC pipe on which it is used. Twist off nuts, sized same as the tee-head bolts shall be used to insure proper actuating of restraining devices. Megalug by EBAA Iron Series 2000PV or approved equal, B. PVC push-on joints adjacent to restrained fittings shall be restrained using harness restraint devices. This harness restraint shall be split to enable installation of the restraint after the spigot has been installed into the bell. The restraint shall consist of a split ring that fits behind the bell, a split restraint ring that installs on the spigot and a number of tie bars to connect the other two parts. Restraint components shall be of ductile-iron conforming to ASTM A536. The restraint ring shall consist of a plurality of individually activated gripping surfaces to hold the spigot and maximize restraint capability. Megalug by EBAA Iron Series 1600 or approved equal. C. Equivalent Restrained Joints may be used at valves, tees, bends, and other fittings in lieu of the restrained joint mechanical gland adaptors for Restrained Joint PVC pipe or Push-on Joint PVC pipe. Megalug by EBAA Iron Series 15MJ or approved equal. 2.6 COMPACT DUCTILE IRON FITTINGS Clearwater Harbor Reclaimed Water System Section lVa ' 0992-0210 PVC Pipe 15063-4 ' A. Fittings for bends, tees, etc., shall be compact ductile iron fittings as specified in Section 15062 - Ductile Iron Pipe and Fittings. ' 2.7 WORKMANSHIP. A. Workmanship shall be in accordance with the requirements of AWWA C-900. PART 3 - EXECUTION 3.1 INSTALLATION CONSIDERATIONS A. The installation of PVC pipe shall be in strict accordance with the manufacturer's latest technical data and printed instructions regarding tensile load limitations ' and minimum radius of curvature for trenchless installation. B. Install all PVC pipe, excluding service mains, with solid or stranded tracer wire of ' the number and type specified. Provide polyethylene encasement for fittings in accordance with ANSI/AWWA C105. C. The annular space between the pipe and bore hole shall be filled with an ' appropriate material to support and stabilize the pipe. If pressure grouting is used, caution should be exercised to insure that excess grout pressure does not distort or collapse the pipe. ' D. Pipe shall be installed in a manner that will insure that external loads will not subsequently cause a decrease of more than five percent in the vertical cross- section dimension. When changes in direction are necessary, these shall be accomplished gradually such that the ratio of bend radius to nominal pipe size is not less than 300. ' E. The Contractor shall supply one (1) new power routing tool for grooving the 4", 6", and 8" PVC pipe to the City of Clearwater after construction is completed. 3.2 PIGGING, FLUSHING AND CLEANING ' A. All mains and distribution lines shall be pigged, cleaned and flushed to remove all sand and other foreign matter. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall dispose of all water ' used for pigging and flushing without causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. ' B. Flushing water used by the Contractor shall be taken from an approved metered source. The water utility will provide the meter and designate the source. ' Flushing water shall be at the Contractor's expense. Flushing water shall be potable water for potable water mains. RCW mains shall be flushed with reclaimed water. ' Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 PVC Pipe 15063-5 C. The cleaning of the new piping system shall be accomplished by the controlled and pressurized passage of a series of hydraulic or pneumatic polyurethane plugs of varying dimensions coatings, and densities; which shall be selected by the pipe cleaning Contractor. The Contractor shall provide a means to enter the pig into the system, control and regulate flow, monitor flows and pressures, and to remove the pig from the system. The Contractor shall maintain a constant surveillance of the system and immediately report to the proper authority any in- line problems encountered or any malfunctions discovered in the piping system. A record of pig models, sizes, styles, and other pertinent information shall be kept by the Contractor and turned over to the Owner. 3.3 TESTING AND LEAKAGE A. Hydrostatic Tests - General The piping shall be tested between valved sections to a maximum length of 2,000 feet after installation and backfilling has been completed. 2. In testing, the part of the system under test shall be filled with water and subjected to a sustained pressure of 150 pounds per square inch. The piping shall be tested in sections, thereby, testing each valve for secure closure. While the system is being filled with water, air shall be carefully and completely exhausted. If permanent air vents are not located at all high points, the Contractor shall install corporation stops or fittings and valves at such points so the air can be expelled as the pipe system is slowly filled with water. Test pressure shall be maintained at 150 psi by pumping for a minimum of two (2) hours and until all sections under test have been checked for evidence of leakage. The test pressure shall not vary by more than +5 psi for the duration of the test. The amount of leakage which will be permitted shall be in accordance with AWWA C605 Standards for all pressure pipe. No pipe installation shall be accepted if the leakage is greater than that determined by the following formula. L = ND(P)?Z 7,400 L = Leakage in gallons per hour N= Number of joints in pipeline tested D = Nominal diameter in inches P = Average Test Pressure in psi 4. Visible leaks shall be corrected regardless of total leakage shown by test. Testing shall be in accordance with the applicable provisions of AMA Standard C605 Section 7. NOTE: TEST DURATION SHALL BE AT LEAST TWO HOURS. 5. All pumps, gauges and measuring devices shall be furnished, installed and operated by the Contractor and all such equipment and devices and their installation shall be approved by the Engineer. All pressure and leakage testing shall be done in the presence of a representative of the Engineer and City. Clearwater Harbor Reclaimed Water System Section IVa ' 0992-0210 PVC Pipe 15063-6 ' 6. If the contractor elects to perform hydrostatic testing against valves in an existing distribution system, he does so at his own risk and will bear the cost of any damages to the existing valve, piping system, private or public ' property, or the new pipeline under test. 7. Testing water used by the Contractor shall be taken from an approved ' metered source. The water utility will provide the meter and designate the source. Testing water shall be at the Contractor's expense. Testing water shall be potable water for potable water mains. RCW mains shall ' be tested with reclaimed water. 8. Notice of Test: The Contractor shall give the City of Clearwater 48 hours advance notice of the time when the installation is ready for hydrostatic ' testing. 3.4 DISINFECTION A. Reclaimed water mains shall not be disinfected. See Section IV Article 41.5 for disinfection requirements for water mains. END OF SECTION ' Clearwater Harbor Reclaimed Water System Section Ma 0992-0210 PVC Pipe 15063-7 1 SECTION 15065 - HIGH DENSITY POLYETHYLENE (HDPE) PIPE PART 1 - GENERAL ' 1.1 DESCRIPTION OF WORK A. This Section includes materials and methods of installation of HDPE pipe. The pipe is intended for use as a pressure-rated reclaimed water delivery system. 1.2 SUBMITTALS A. Provide manufacturer's Certificate of Compliance with specified requirements. 1.3 HANDLING AND STORAGE A. All pipe, fittings, valves and accessories shall be loaded and unloaded by lifting with hoists or by skidding in order to avoid shock or damage. Under no circumstances shall materials be dropped. Pipe handled on skidways shall not be rolled or skidded against pipe on the ground. Slings, hooks or pipe tongs shall be padded and used in such a manner as to prevent damage to the exterior surface ' or interior of the pipe. B. Materials, if stored, shall be kept safe from damage. The interior as well as all sealing surfaces of all pipe, fittings, and other appurtenances shall be kept free from dirt or foreign matter at all times. Valves shall be drained and stored in a manner that will protect them from damage or freezing. C. Pipe stored outside and exposed to prolonged periods of sunlight shall be covered with canvas or other opaque material. Air circulation shall be provided under covering. D. Pipe shall not be stacked higher than the limits recommended by the manufacturer. The bottom tiers shall be kept off the ground on timbers, rails, or concrete. Pipe shall not be stored close to heat sources. E. Gaskets shall be placed in a cool location out of direct sunlight. Gaskets shall not come in contact with petroleum products. Gaskets shall be used on a first-in, first-out basis. Mechanical joint bolts shall be handled and stored in a manner that will ensure proper use with respect to types and sizes. 1.4 REFERENCE DOCUMENTS A. Ductile Iron Pipe A.N.S.I. A21-51. B. HDPE Pipe AWWA C906. C. HDPE Pipe AWWA C901. D. Water Resources Act, Chapter 373, F.S. E. Chapter 17-40 Florida Administrative Code. I' Clearwater Harbor Reclaimed Water System 0992-0210 Section IVa High Density Polyethylene (HDPE) Pipe 15065-1 F. Chapter 17-610 Florida Administrative Code. G. American National Standards Institute (ANSI). H. American Water Works Association (AWWA). 1. American Society for Testing Materials (ASTM) J. American Association of State Highway Transportation Officials (AASHTO). K. American Society of Sanitary Engineers (ASSE). L. Plastic Pipe Institute (PPI). 1.5 SHOP DRAWINGS AND SUBMITTALS A. In general, shop drawings and related manufacturer's product certification shall be made in accordance with the General and Special Conditions of the Contract for approval prior to construction or fabrication of the material by the manufacturer. The following items which require shop drawings are brought to the Contractor's attention. The list may not include all items for which shop drawing submittals are required to meet the requirements of the project. 1. Detail drawings of all classes of pipe, joints, and fittings. 2. Detail Drawings of restrained and flexible joints, including test reports to confirm thrust restraint capacities and restraining mechanism application. 3. Pipeline laying schedule tabulated and referenced to construction line and grade controls shown on plans, with station, offset and elevations. References shall be provided for pipe fittings, valves, service connections and other important features of the pipeline. 4. Detail drawings of all Drilling Pits. 5. Service Connections. 6. Valves and Valve Boxes. 7. Paint - Manufacturer's information and color sample. 8. All Appurtenant Items. ' B. Certification and test reports for the materials, manufacturing, and testing of the types of pipe supplied shall be performed and furnished by the pipe manufacturer ' in accordance with the latest standards of the industry as described in Sub- section 1.2 herein. C. Provide a statement in writing from the HDPE pipe manufacturer that it is listed ' with the Plastic Pipe Institute as a qualified extruder for the polyethylene resin being used to manufacture the pipe for this project. Clearwater Harbor Reclaimed Water System Section 1Va ' 0992-0210 High Density Polyethylene (HDPE) Pipe 15065-2 PART 2-PRODUCTS 2.1 REFERENCES A. The following documents are a part of this Section. Where this Specification section differs from these documents, the requirements of this section shall apply. 1. ASTM D1248-84, Polyethylene Plastics Molding and Extrusion Materials. 2. ASTM D3350-84, Polyethylene Plastic Pipe and Fittings Material. 3. ASTM F714-85, Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter. 4. ASTM D2513, Standard Specifications for Thermoplastic Gas Pressure Pipe, Tubing and Fittings 2.2 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS A. General: 1. All HDPE shall be manufactured by Driscopipe, a subsidiary of Phillips Petroleum Company; PLEXCO, Division of Chevron Chemical Company; or approved equal. 2. All HDPE piping system components shall be the products of one manufacturer and shall be listed with the Plastic Pipe Institute. 3. Reclaimed water pipe shall be permanently co-extruded with purple/lavender (Pantone 522C) striping on pipe outside surface. 4. Potable water pipe shall be permanently co-extruded with blue striping on pipe outside surface. B. HDPE Pipe Specifications 1. High Density Polyethylene pipe 4-inches diameter and larger shall conform to material standard ASTM D3350 345464 C cell classification rated as PE 3408 by the Plastics Pipe Institute. Minimum pressure rating shall be 160 psi SDR 11 (Standard Dimension Ratio) for pipe sizes greater than 4 inches in diameter. All pipe 4-inches in diameter and greater shall have a ductile iron pipe O.D. For pipe sizes 2-inches and smaller in diameter, the minimum pressure rating shall be 250 psi SDR 9, material standard ASTM D3350 445574 cell classification rated as PE 4710 by the Plastics Pipe Institute. All pipe 2-inch in diameter and small shall have copper tubing size (CTS) O.D. Pressure ratings are at standard test conditions and temperature of 73.4° F (23° C). 2. The polyethylene compound shall be suitably protected against degradation by ultraviolet light by means of carbon black, well dispersed by precompounding in a concentration of not less than 2 percent. Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 High Density Polyethylene (HDPE) Pipe 15065-3 3. The maximum allowable hoop stress shall be 800 psi at 73.4 degrees F. 4. The pipe manufacturer shall be listed with the Plastic Pipe Institute as meeting the recipe and mixing requirements of the resin manufacturer for the resin used to manufacture the pipe in this project. C. Fittings. All fittings for HDPE pipe 4" and larger, except for D.I/HDPE Mechanical Joint Adaptors, shall be compact ductile iron mechanical joint fittings. If a fitting is unavailable as a compact ductile iron mechanical joint fitting, then a regular ductile iron mechanical joint fitting may be used. See Section 15062 -Ductile Iron Pipe and Fittings. D.I./HDPE Mechanical Joint Adaptors. a. The manufacturer of the HDPE pipe shall supply all D.I./HDPE mechanical joint adaptors and accessories required to perform the work as shown on the Drawings. b. The D.I./HDPE mechanical joint adaptor shall consist of: 1) A molded or fabricated HDPE mechanical joint transition fitting 2) A standard rubber gasket for a D. I. mechanical joint. 3) A D.I. mechanical joint backup drive ring. 4) Cor-Ten mechanical joint tee bolts. 5) A stainless steel stiffener inserted in the MJ end of the HDPE transition fitting. C. The D.I./HDPE mechanical joint adaptor shall be connected to the HDPE pipe by a heat-fused joint on one end, and connected to a ductile iron pipe valve, or fitting with a mechanical joint on the other end. d. The tee bolts and backup drive ring shall act as a joint restraint to keep the connecting pieces from pulling apart. e. The HDPE transition fitting shall be molded or fabricated by the manufacturer of the HDPE pipe. All molded fittings shall be fully pressure rated to match the SDR pressure rating for which they are made. Fabricated fittings shall be rated for internal pressure service equivalent to the full pressure rating of the mating pipe. f. If rework compounds are required, only those generated in the manufacturer's own plant from resin compounds of the same class and type from the same raw material supplier shall be used. g. Solvent epoxy cementing and mechanical joining with bolt on wrap around clamps shall not be used for connections. 3. Steel / HDPE Transition Fittings a. Steel / HDPE transition fittings shall meet the requirements of ASTM D2513 and D638 having welded, threaded or flanged ends as required for the application.. Steel surfaces shall have epoxy coating. Transition fittings shall be "Double `O' Seal" as manufactured by Central Plastics or Engineer approved equal. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 High Density Polyethylene (HDPE) Pipe 15065-4 D. HDPE Pipe Jointing Method 1. HDPE pipe shall be jointed by the butt-fusion process in accordance with pipe manufacturer's directions. Contractor shall provide butt-fusion technicians who are trained and certified by the P.E. pipe manufacturer to complete the project. The date of technician certification shall not exceed ' 12 months before commencing construction. 2. All HDPE pipe joined by butt-fusion shall be made from the same class ' and type of raw material made by the same raw material supplier. 3. Butt-fusion means the butt-joining of the pipe by softening the aligned faces of the pipe ends in a suitable apparatus and pressing them together ' under controlled pressure. 4. The internal and external beads resulting from the butt-fusion process shall be visible and examined for penetration 360 degrees around the pipe diameter. 4. Short pieces of pipe between valves and fittings shall be DIP, with all joints retrained for sizes 3-inches and larger. For 2-inch, the short pieces shall be brass or Schedule 80 with IP threads and DI, HDPE or brass fittings and all joints restrained. E. Pipe Tracer Wire All pipe installed by directional boring shall be provided with tracing wire in accordance with Section 15066. PART 3 - EXECUTION ' 3.1 GENERAL A. All polyethylene pipe shall be cut, fabricated, and installed in strict conformance with the pipe manufacturer's recommendations. Joining, laying, and pulling of polyethylene pipe shall be accomplished by personnel experienced in working with polyethylene pipe. The pipe supplier shall certify in writing that the Contractor is qualified to join, lay, and pull the pipe or representative of the pipe manufacturer shall be on site to oversee the pipe joining. Expenses for the representative shall be paid for by the Contractor. B. All polyethylene pipe shall be installed with a solid or stranded tracer wire of the type specified. 3.2 PIPE INSPECTION A. The Contractor shall obtain from the pipe manufacturer a certificate of inspection to the effect that the pipe and fittings supplied for this Contract have been inspected at the plant and that they meet the requirements of these specifications. The Contractor shall submit these certificates to the Engineer prior to installation of the pipe materials. All pipe and fittings shall be subjected to visual inspection at time of delivery and before they are lowered into the trench to ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 High Density Polyethylene (HDPE) Pipe 15065-5 be laid. Joints or fittings that do not conform to these specifications will be rejected and must be removed immediately by the Contractor. The entire product of any plant may be rejected when, in the opinion of the City, the methods of manufacture fail to secure uniform results, or where the materials used are such as to produce inferior pipe or fittings. 3.3 TRANSPORTATION A. Care shall be taken during transportation of the pipe that it is not cut, kinked, or otherwise damaged. 3.4 STORAGE A. Pipes shall be stored on level ground, preferably turf or sand, free of sharp objects which could damage the pipe. Stacking of the polyethylene pipe shall be limited to a height that will not cause excessive deformation of the bottom layers at pipes under anticipated temperature condition. Where necessary due to ground conditions, the pipe shall be stored on wooden sleepers, spaced suitably and of such widths as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. B. Pipes shall be stored in such a manner as to limit their exposure to ultraviolet light as the pipe color will fade. Excessive loss of color in the pipe material may result in the rejection of piping material by the Project Representative. 3.5 HANDLING PIPE A. The handling of the joined pipeline shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. Ropes, fabric, or rubber- protected slings and straps shall be used when handling pipes. Chains, cables, or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. Pipe or fittings shall not be dropped onto rocky or unprepared ground. Slings for handling the pipeline shall not be positioned at butt-fused joints. Sections of the pipes with cuts and gouges exceeding 10 percent of the pipe wall thickness or kinked sections shall be removed and the ends rejoined. The dragging of fused HDPE i e along asphalt and concrete paving will not be allowed. B. The open ends of all sections of joined and/or installed pipe (not in service) shall be plugged at night to prevent animals or foreign material from entering the pipe line or pipe section. C. Waterproof nightcaps of approved design may be used but they shall be so constructed that they will prevent the entrance of any type of natural precipitation into the pipe and will be fastened to the pipe in such a manner that the wind cannot blow them loose. D. The practice of stuffing cloth or paper in the open ends of the pipe will not be permitted. E. Where possible, the pipe shall be raised and supported at a suitable distance back from the open end such that the open end will be below the level of the pipe at the point of support. 3.6 LAYING PIPE Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 High Density Polyethylene (HDPE) Pipe 15065-6 ' A. HDPE Pipe by Directional Boring - See Section 02071 - Directional Boring. B. Joints: 1. All HDPE pipe shall be jointed by the heat fusion process which produces homogeneous, seal, leak tight joints. 2. Restrained mechanical joints shall be provided at tie-ins with valves and ' other pipe materials. C. Butt Fusion Testing: 1. Contractor shall test the first fusion of the day on a daily basis. 2. In testing, the fusion shall be allowed to cool completely, then fusion test ' straps shall be cut out. The test shall be minimum of 12" or 30 times the wall thickness in length with the fusion in the center, and minimum of 1" or 1.5 times the wall thickness in width. Bend the test strap until the ends of the strap touch. Contractor shall not commence until a fusion test has passed the bent strap test. ¦ D. The open ends of all sections of joined and/or installed pipe (not in service) shall be closed at night to prevent animals or foreign material from entering the pipe line or pipe section. Waterproof nightcaps of approved design may be used but they will be so constructed that they will prevent the entrance of any type of natural ' precipitation into the pipe and will be fastened to the pipe in such a manner that the wind cannot blow them loose. The practice of stuffing cloth or paper in the open ends of the pipe will not be tolerated. Where possible, the pipe will be raised and supported at a suitable distance back from the open end such that the open end will be below the level of the pipe at the point of support. 3.7 PIGGING, FLUSHING AND CLEANING ¦ A. After the pipe is in place, cleaning pigs shall be used to remove residual water and debris. After the cleaning operation, the Contractor shall provide and run a ' sizing pig to check for anomalies in the form of buckles, dents, excessive out-of- roundness, and any other deformations. The sizing pig run shall be considered acceptable if the survey results indicate that there are no sharp anomalies (e.g. dents, buckles, gouges, and internal obstructions) greater than 2-percent of the nominal pipe diameter, or excessive ovality greater than 5-percent of the nominal pipe diameter. For gauging purposes, dent locations are those defined above which occur within a span of five feet or less. Pipe ovality shall be measured as the percent difference between the maximum and minimum pipe diameters. For gauging purposes, ovality locations are those defined above which exceed a span of five feet. B. The Contractor shall be responsible for developing a pigging and flushing plan to be submitted to the Engineer for approval prior to pigging and flushing. The Contractor shall dispose of all water used pigging and for flushing without ' causing a nuisance or property damage. Any permits required for the disposal of flushing water shall be the responsibility of the Contractor. C. Flushing water used by the Contractor shall be taken from an approved metered source. The water utility will provide a meter, if required by the water utility, and ' Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 High Density Polyethylene (HDPE) Pipe 95065-7 designate the source. All costs for flushing water shall be the Contractor's expense. Flushing water shall be potable water for potable water mains. RCW mains shall be flushed with reclaimed water. 3.8 TESTING AND LEAKAGE A. Hydrostatic Tests - General All HDPE piping shall be hydrostatically tested aboveground to 60 psi with water from an approved source. While under pressure, the pipeline shall be visually inspected, with particular attention paid to the fused joints. The time which the pipe is held under pressure should be as needed to visually inspect the pipe, but no more than one (1) hour. The pipe shall be hydrostatically tested again per Part 3.8 after installation. 2. The piping shall be tested between valved sections to a maximum length of 2,000 feet immediate after installation and backfilling has been completed. 3. In testing, the part of the system under test shall be filled with water and subjected to a sustained test pressure. The piping shall be tested in sections, thereby, testing each valve for secure closure. While the system is being filled with water, air shall be carefully and completely exhausted. If permanent air vents are not located at all high points, the Contractor shall install corporation stops or fittings and valves at such points so the air can be expelled as the pipe system is slowly filled with water. 4. All pumps, gauges and measuring devices shall be furnished, installed and operated by the Contractor and all such equipment and devices and their installation shall be approved by the Project Representative. The pressure gauges or data recorders should be calibrated and sufficiently sized to provide mid-range data, easy reading, interpretation, and accuracy of resolution to ±2.0 psi. The test pressure should be taken at the position in the pipeline at the lowest point in elevation along the test section's vertical pipeline profile. All pressure and leakage testing shall be done in the presence of the Project Representative. 5. If the contractor elects to perform hydrostatic testing against valves in an existing distribution system, he does so at his own risk and will bear the cost of any damages to the existing valve, piping system, private or public property, or the new pipeline under test. 6. Testing water used by the Contractor shall be taken from an approved metered source. The water utility will provide the meter and designate the source. Testing water shall be at the Contractor's expense. Testing water shall be potable water for potable water mains. RCW mains shall be tested with reclaimed water. B. Hydrostatic Testing for High Density Polyethylene Pipe: HDPE hydrostatic testing shall be done in accordance with ASTM 2164- 02 as briefly described below. Testing phase shall last 2-hours. Clearwater Harbor Reclaimed Water System Section /Va 0992-0210 High Density Polyethylene (HDPE) Pipe 15065-8 ' 2. For any test pressure from 1.0 to 1.5 times the system design pressure, the total test time including initial pressurization, initial expansion, and time at test pressure, shall not exceed eight (8) hours. If the pressure test is not completed due to leakage, equipment failure or other reason, the test section shall be de-pressurized, and allowed to "relax" for at least eight (8) hours before bringing the test section up to test pressure again. 3. The test procedure consists of initial expansion, and the test phase: a b c. During the initial expansion phase, the test section is pressurized to 10 psi above the test pressure (see Table A for Expansion Pressure), and sufficient make-up water is added each hour for three (3) hours to return to the expansion phase pressure. After the initial expansion phase, about four (4) hours after pressurization, the test phase begins. During the test phase, the pipe is stabilized at the test pressure (see Table A). The pressure shall remain steady within 5% of this target value for two (2) hours. If the pressure falls below 5% of the test pressure (see Table A), leakage or insufficient expansion is indicated, and the test shall be repeated after the pipe is allowed to "relax" as indicated above. Make-up water is not allowed during the test phase. TABLE A ? 1 3.9 DISINFECTION Pipe Class Expansion Pressure Test Pressure 5% Pressure Reduction SDR 17 150 psi 140 psi 133 psi SDR 13.5 170 psi 160 psi 152 psi SDR 11 170 si 160 psi 152 _psi SDR 9 210 psi 200 psi 190 psi A. Reclaimed water mains shall not be disinfected. See Section IV Article 41.5 for disinfection requirements for water mains. 3.10 CONNECTIONS TO EXISTING SYSTEM A. Connections to existing reclaimed water mains and potable water mains shall be made as shown on the Contract Drawings. Coordination between the City and ' the Contractor shall be required in order to accomplish this task. The Contractor shall supply connection, procedure, and customer notification schedules to the City, for approval, two (2) weeks prior to the proposed connection date. ' END OF SECTION 1 Clearwater Harbor Reclaimed Water System 0992-0210 Section /Va High Density Polyethylene (HDPE) Pipe 15065-9 11 SECTION 15066 - TRACER WIRE AND ALARMING TAPE PART 1 - GENERAL 1.1 TRACER WIRE A. All pipe (HDPE, PVC and DI) 4-inches and greater installed by open cut shall have two (2) 12-gauge minimum solid or stranded copper locator wire taped to the top of the pipe at intervals no greater than 4-feet. B. All pipe (HDPE, PVC or DI) installed by directional bore shall have (2) 12-gauge extra high strength (EHS) carbon steel inner core reinforcement directional drilling tracer wires taped to the top of the pipe at intervals no greater than 4-feet. The wire shall have a minimum tensile strength/break load of 1,150 lbs. C. The locator wires shall have colored insulation matching the type of service provided in the main and be acceptable for direct burial (Water- Blue, Sewer- Green & Reclaimed Water- Purple). D. The wire is to be tied to all valves, tees and elbows. E. The locator wires shall be brought up to the surface through a 2-inch PVC pipe. F. The wires shall each be continuous throughout the project, with splices made only by methods approved by the Owner's Project Representative. G. All splices of the wires shall be made with watertight connections, utilizing Direct Bury Splice Kits as manufactured by 3M or approved equal. Bury Splice Kits shall be installed in accordance with the Manufacturer's recommendations. H. Contractor shall perform a 12 volt DC electrical continuity test on the wires. No more than one volt of loss per 1,000 feet of mainline pipe will be acceptable. At least one wire of the locator wire system shall pass the 12 volt DC electrical continuity test prior to final acceptance of the pipeline. Any cuts or breaks in the wire shall be repaired by the Contractor at his expense. The locator wire shall be tested by the Owner at the time of pressure testing. If this test fails, the Contractor is responsible for repairing the locator wire and the pressure test will be reschedule when the wire will pass. Contractor shall install tracer wire on all services to be installed from a main under the roadway within a cul-de-sac. The tracer wire should be tied into the wire on the main as per the specs and looped into the RCW meter box. ? 1 1.2 A. Provide underground warning tape constructed of heavy gage 0.004-inch polyethylene film to identify all buried utilities except 3-inch and smaller irrigation pipe. Provide 6-inch wide tape as follows: ALARMING TAPE Film Leaend Film Color Electric line below Red Clearwater Harbor Reclaimed Water System Section IVa 0992-0290 Tracer Wire and Alarming Tape 15066-9 Telephone line below Orange Water line below Blue Sewer line below Green Nonpotable water below Brown Reclaimed water below Purple (Pantone 522C) 1. Install tape directly above each buried utility at a depth of 18-inches below final grade. ' PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) , END OF SECTION Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Tracer Wire and Alarming Tape 15066-2 SECTION 15100 - VALVES AND APPURTENANCES PART 1 - GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for operation all valves and appurtenances as shown on the Drawings and as specified herein. B. All valves and appurtenances shall be of the size shown on the Drawings and to the extent possible, all equipment of the same type shall be from one manufacturer. C. All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. D. The equipment shall include, but not be limited to, the following: 1. Resilient Seated Gate Valves 2. Valve Boxes 3. Service Saddles 4. Ductile Iron Solid Sleeves 5. Restraining Clamps 6. Tapping Sleeves and Valves 1.2 DESCRIPTION OF SYSTEMS A. All of the equipment and materials specified herein are intended to be standard for use in controlling the flow of potable water, reclaimed water, chemicals, wastewater, etc., depending on the applications. 1.3 QUALIFICATIONS A. All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced, reputable and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these Specifications as applicable. 1.4 SUBMITTALS A. Submit to the Engineer within 30 days after execution of the contract a list of materials to be furnished, the names of the suppliers and the date of delivery of materials to the site. B. Complete shop drawings of all valves and appurtenances shall be submitted to the Engineer for approval in accordance with the requirements of Section 01300 and the General Conditions. ' 1.5 TOOLS Clearwater Harbor Reclaimed Water System Section IVa 0992-0210 Valves and Appurtenances 15100-1 A. Special tools, if required for normal operation and maintenance shall be supplied ' with the equipment. PART 2 - PRODUCTS 2.1 RESILIENT SEATED GATE VALVES A. See Section IV, Article 41.2.3 2.2 VALVE BOXES A. See Section IV, Article 41.2.4. 2.3 SERVICE SADDLES A. See Section IV Article 41.2.6 and City standard detail. 2.4 DUCTILE IRON SOLID SLEEVES A. Ductile Iron Solid Sleeves shall be provided with mechanical joints with ductile iron retainer glands. 1. Ductile Iron Solid Sleeves shall be used with both above ground and buried piping. The sleeves shall be of ductile iron and shall be U.S. Pipe Fitting No. U514 or U528, as shown on the Drawings, or equal. The coupling shall be provided with hot dipped galvanized steel bolts and nuts unless indicated otherwise. 2. Ductile iron solid sleeves shall be provided with gaskets of a composition suitable for exposure to the liquid within the pipe. 2.5 RESTRAINING CLAMPS A. Restraining clamp assemblies as detailed in the drawings for use at hydrant connections to water mains, or at fittings where shown on the drawings, shall be Megalug as manufactured by EBAA Iron Sales, Inc., Eastland, TX. Retainer glands shall conform to AWWA C110 (ANSI A21.10) and AWWA C111 (ANSI A21.11). Restraint units shall be shear type torque design. All restraints shall be UL listed and FM approved for fire service. Retainer glands shall be provided with Cor-Ten bolts and nuts. 2.6 TAPPING SLEEVES AND VALVES A. Tapping Sleeves 1. See Section IV, Article 41.2.9 B. Tapping Valves 1. Resilient seated gate valves 2 to 12 inches, same as Paragraph 2.1 of this section, except that the gate valve shall have a mechanical joint end connection on one side and a flanged end connection with a raised face per MSS SP-60 on the other side. PART 3 - EXECUTION Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Valves and Appurtenances 15100-2 3.1 INSTALLATION A. All valves and appurtenances shall be installed in the location shown, true to alignment and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. B. After installation, all valves and appurtenances shall be tested at least two hours at the working pressure corresponding to the class of pipe, unless a different test pressure is specified. If any joint proves to be defective, it shall be repaired to the satisfaction of the Engineer. C. Install all floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, the Contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. D. Pipe for use with flexible couplings shall have plain ends as specified in the respective pipe sections in Division 15. E. Flanged joints shall be made with high strength, low alloy Corten bolts, nuts and washers. Mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. All exposed bolts shall be painted the same color as the pipe. All buried bolts and nuts shall be heavily coated with two (2) coats of bituminous paint comparable to Inertol No. 66 Special Heavy. F. Prior to the installation of sleeve-type couplings, the pipe ends shall be cleaned thoroughly for a distance of 8 inches. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the middle ring shall be placed on the substantial completion date unless otherwise requested by the Owner. G. Valve boxes with concrete bases shall be installed as shown on the Drawings. Mechanical joints shall be made in the standard manner. Valve stems shall be vertical in all cases. Place cast iron box over each stem with base bearing on compacted fill and top flush with final grade. Boxes shall have sufficient bracing to maintain alignment during backfilling. Knobs on cover shall be parallel to pipe. Remove any sand or undesirable fill from valve box. 3.2 RESTRAINING CLAMPS AND TIE RODS ON PIPE RUN A. Restraining clamps and tie rods shall be used on all pipe runs, as directed by the Engineer and/or shown on the Drawings. Restraining devices shall be JCM Industries, Inc. - Sur-Grip, Ebba Iron, Inc. - Megalug or approved equal. Other types shall be submitted to the Engineer for approval. 3.3 SHOP PAINTING A. Ferrous surfaces of valves and appurtenances shall receive a coating of rust-inhibitive primer. All pipe connection openings shall be capped to prevent the entry of foreign matter prior to installation. Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Valves and Appurtenances 15100-3 3.4 FIELD PAINTING A. All metal valves and appurtenances specified herein and exposed to view will be painted per Sections 09900 and 09902. 3.5 INSPECTION AND TESTING A. Completed pipe shall be subjected to hydrostatic pressure test for two hours at 150 psi. All leaks shall be repaired and lines retested as approved by the Owner's Project Representative. END OF SECTION Clearwater Harbor Reclaimed Water System Section lVa 0992-0210 Valves and Appurtenances 15100-4 1 APPENDIX ' ODP DOCUMENTS AND OTHER PROJECT DOCUMENTATION Table of Contents: PROJECT PERMITS GEOTECHNICAL SOIL REPORT NPDES REPORT Appendix.doc 10/9/2008 PROJECT PERMITS Appendix.doc 10/9/2008 ,.4 Call FDOT Inspector 48 PIN LL.AS PERMITS (727) 570m5101 Pe Mit ®j-o- -x'99- 1-5020 / 595 1.4,1,.5,2 City o Clearwater fi 4 r"1 l? 11 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT RECEIVED DEC 2 31 2010 FORM 7UTLITIES OGC -10107 PINPI I AS kAAIN=KiBlurre MIT NO.* SECTION NO._ STATE ROAD 595 COUNTY Pinellas FDOT construction is proposed or underway. ? Yes ® No Financial Project ID: Is this work related to an approved Utility Work Schedule? Li Yes ® No If yes, Document Number: PERMITTEE: City of Clearwater ADDRESS. 100 South Mrytle St. TELEPHONE NUMBER: (727) 562 -4750 CITY/STATMIP: Clearwater, FL 33758-4748 The above PERMITTEE requests permission from the State of Florida Department of Transportation, hereinafter called the FDOT, to construct, operate and maintain the following: 4 "& 6 " PVC reclaimed water distribution lines to be intalled east of and parallel to SR 595. FROM: Sunset Point Road / 6 '? TO: Union Street Submitted for the PERMITTEE Contact Information Name and Company . AddressrrelephonelE Mail (if applicable) Signature Date (Typed or Printed Legibly) David C. Wehner, PE, McKim & 1365 Hamlet Avenue Creed Clearwater, FL 33756 I Z 1 I D 1- The Permittee declares that prior to filing this application, the location of all existing utilities that it owns or has an interest in, both aerial and underground, are accurately shown on the plans and a letter of notification was mailed on 5121/10 & 9/14/10 to the following utilities known to be involved or potentially impacted in the area of the proposed installation- See attached letters 2. The local Maintenance or Resident Engineer, hereafter referred to as the FOOT Engineer, shall be notified a minimum of forty eight (48) hours in advance prior to starting work and again immediately upon completion of work. The FDOT's Engineer is Brian Bennett, EE located at 5211 Ulmerton Road. Clearwater. FL 33760 Telephone Number (727) 670-?11_0_1_ -- The Permittee's employee responsible for MOT is (to be determined) , Telephone Plumber . (This name may be provided at the time of the forty eight (48) hour advance-notice prior to starting work). 3. All work, materials, and equipment shall be subject to inspection and approval by the FDOT Engineer- 4. All plans and installations shall conform to the requirements of the FDOT's UAM in effect as of the date this permit is approved by FOOT, and shall be made a part of this permit, This provision shall not limit the authority of the FOOT under Paragraph 8 of this Permit. 5. This Permittee shall commence actual construction in good faith within 180 days afterissuance of permit, and shall be completed within 240 days after the permitted work has begun. If the beginning date is more than sixty (60) days from the date of permit approval, the Permittee must review the permit with the FOOT Engineer to make sure no changes have occurred to the Transportation Facility that would affect the permitted construction. 6. . The construction and maintenance of such utility shall not interfere with the property and rights of a prior Permittee-, 7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordinatip and Railroad Utility Agreements. 8. Pursuant to Section 337.403(1), Florida Statues, any utility placed upon; under, over, or along any public road or publicly owned rail corridor that is found by FOOT to be unreasonably interfering In any way with the convenient, safe, or continuous use, or maintenance, improvement, extension, or expansion, of such public road or publicly owned rail corridor shall, upon thirty (30) days written notice to the utility or its agent by FDOT, be removed or relocated by such utility at its own expense except as provided in paragraphs (a) and (b), and except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements, and shall apply to all successors and assigns for the permitted facility, 9. it is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOTs construction work, the Permittee will coordinate with the FOOT before proceeding and shall cooperate with the FOOT's contractor to arrange the sequence of worts so as not to delay the work of the FOOTS contractor, defend any legal claims of the FDOT's contractor due to delays caused by the Permittee's failure to comply with the approved schedule; and shall comply with all provisions of the law and the FDOT's current UAM. The Perm ittee shall not be responsible for delay beyond its control. 10. In the case of non-compliance with the FDOT's requirements in effect as of the date this permit is approved, this permit is void and the facility will have to be brought into compliance or removed from the RNV at no cost to the FOOT, except for reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the FDOT under Paragraph 8 of this Permit. 11. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and interest in the land to be entered upon and used by the Permittee, and the Perrmittee will, at all times, and to the extent permitted by law, assume all risk of and indemnify, defend, and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost orexpense arising in any manner on account of the exercise or attempted exercises by said Permittee of the aforesaid rights and privileges. ' 12. During construction, all safety regulations of the FOOT shall be observed and the Permittee must take measures, including placing and the display of safety devices that may be necessary in order to safely conduct the public through the project area in accordance with the Federal MUTCD, as amended for highways, the requirements of the Standard Application Package for railways, including flagging services and Railroad Protective Insurance or acceptable alternative, when applicable, and the FOOT's Design Standards, Indexes 600-670, and Standard Specifications for Road and Bridge Construction, Secfion 102, as amended by the UAM. When a Utility deems it necessary to conduct Traffic Control activities and methods significantly different from those addressed in the above references, the Utility must submit an alternative plan signed and sealed by a licensed Florida professional engineer qualified to develop TCP in accordance with the provisions of Chapter 8 of the UAM. 13. Should the Permittee be desirous of keeping its utilities in place and out of service, the Permittee, by execution of this permit acknowledges its present and continuing ownership of its utilities located between Sunset Point Road and Union Street within the FDOT's R1W as set forth above. Whenever the Permittee removes its facilities, it shall be at the Permittee's sole cost and expense. The Permittee, at its sole expense, shall promptly remove said out of service utilities whenever the FOOT determines said removal is in the public interest. 14, In the event contaminated soil is encountered by the Utility or anyone within the permitted construction limits, the Utility shall immediately cease work and notify the FOOT. The FDOT shall coordinate with the appropriate agencies and notify the Permittee of any suspension or revocation of the permit until , contamination assessment and remediation, as appropriate under Rule Chapters 62-770 and 62-730 Florida Administrative Code, has progressed to a state that all environmental regulatory agencies having jurisdiction have approved the site of the contamination for resumption of work. Page 1 of 2- E=:. 17 ' I& 19. 20. 21 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION UTILITY PERMIT FORM 7107010-86 UTILITIES OGc -10!07 or any excavation, construction, maintenance, or support activities performed by or on behatfofthe FDOT, within its RNW, the Perittee maybe required by the FOOT or its agents to perform the following activities with respect to a Permittee's facilities: physically expose or direct exposure of underground facilities, provide any necessary support to facilities and/or cover, de-energize or alter aerial facilities as deemed necessary for protection and safety. Pursuant to Section 337.401(2), Florida Statutes, the permit shall require the permit holder to be responsible for damage resulting from the issuance of the permit. The FDOT may initiate injunctive proceedings as provided in s.120.69 to enforce provisions of this subsection or any rule or order issued orentered into pursuant thereto. Pursuant to Section 337.402, Florida Statutes, when any public road or publicly owned rail corridor is damaged or impaired in any way because of the installation, inspection, or repair of a utility located on such road or publicly owned rail corridor, the owner of the utility shall, at his or her own expense, restore the road or publicly owned rail corridor to its original condition before such damage. If the owner fails to make such restoration, the authority is authorized to do so and charge the cost thereof against the owner under the provisions of s.337.404. The Pemittee shall comply with all provisions of Chapter 556, Florida Statutes, Underground Facilities Damage Prevention and Safety Act. Special FOOT instructions: d tu` ' - - L Z!7-W, ,P 4 It is underst od and agreed that commencement by the Permittee is acknowledgrMnt and acceptan o the binding nature of all the above listed permit conditions and special instructions. Receipt of this permit acknowledges responsibility to comply with Section 119.07(3), Florida Statutes, and UAM Chapter4.5.2, regarding Exempt Documents and Security System Plans Requests. By the below signature, the Permittee hereby represents that no change to the FDOTs standard Utility Permit form, as incorporated by reference into Rule 14-46.001, for this Utility Permit has been made which has not been. previously called to the attention of the FOOT (and signified to by checking the appropriate box below) by a separate attached written document showing all changes and the written and dated approval of the FOOT Engineer. Are there attachments reflecting change/s to the standard form? ONO 0 YES If Yes, pages are attached. r PERMITTEE Michael D. Quillen, PE, City Engineer SIGNATURE r DATE: ? Name & Titie of Authorized Permittee or Agent (Typed or Printed Legibly) PPROVEO BY: p TE ?/ KGs District Maintenance Engineer or Designee UTILITY PERMIT FINAL INSPECTION CERTIFICATION DATE: DATE WORK STARTED: DATE WORK COMPLETED: INSPECTED BY: (Permittee or Agent) CHANGE APPROVED BY: DATE: District Maintenance Engineer or Designee I I the undersigned Permittee do hereby CERTIFY that the utility construction approved by the above numbered permit was inspected and installed in accordance with the approved plans made a part of this permit and in accordance with the FOOT's current UAM. All plan changes have been approved by the FDOTs Engineer and are attached to this permit I also certify that the work area has been left in as good or better condition than when the work was begun. PERMITTEE: SIGNATURE: DATE: Name & Title of Authorized Permittee or Agent (Typed or Printed Legibly) I CC: District Permit Office Permittee so is e Page 2 of 2 F.D.O.T. REQUIREMENTS PERMFTTEE MUST COMPLY WITH THE FOLLOWING The Pinellas Maintenance Office must be notified 48 hours in advance of starting work in the F.D.O.T. right-of-way. Ph. 72? _• 7) 5_70-5101. MOTE: When installing multiple conduit lines of which a portion is intended to be leased or sold to anotlter utility company, the new lessee/owner must obtain an approved permit from the Department prior to occupancy. Refer to CURRENT lJA-M. Digging without knowing where it's safe to dig can cause tremendous darnage, affecting your electric, telephone, cable television, water, sewer and gas service outages or even loss of life! If you're doing any digging within the state of Florida, state law requires you to notify Sunshine State One Call of Florida (SSOCOF) two business days before you dig. 1-800-432-4770 This is a free service to help keep Florida safe! http://callsunshine.com/r-orp/index.hunt It is the responsibility of the permittee to determine and comply with all county and municipal ordinances that relate to the construction or other activity as described on this permit. Some ordinances are more stringent than the Department of Transportation requirements. All construction and/or maintenance of utility equipment located in the F.D.O.T. Right-of-Way must conform to the Federal Manual on Uniform Traffic Control Devices (MUTCD), the F.D,O.T. roadway and traffic design standards, and the standard specifications for road and bridge construction. Certified density reports are required on all backfill work within shoulder points of roadway and must be submitted to the F.D.O.T., Pinellas Maintenance Office. This permit does not authorize the construction of any new sidewalk or drainage connections in the F.D.O.T. right-of=way. A copy of this approved permit, including all plans, must be maintained on the job site before work commences in the F_D.O.T. right-of-way and must be made available during constructionhnaintenance. NOTE_ Any sidewalk disturbed will be replaced by section within 72 hour, to F.D_O.T, specifications. If construction, reconstruction, repair, or maintenance activity necessitates the closing of one or more travel lanes of any road on the state primary, county road, or city street system, for a period of time exceeding two hours, the party performing such work will be responsible to give notice to the appropriate local law enforcement agency which has jurisdiction, where such road is located, prior to commencing work on this project. 335.15 F.S. 7/86; 336.07 F.S. 7/86. F.D.O.T. UTILITY PERMIT # 2011-H-799-205 ' NO LANE CLOSURES ARE ALLOWED WrMOUT 48 IM NOTIFICATION AND ]PRIOR 1) APPROVAL BY THE F.D.O.T. INSPECTOR. ' 2) LANE CLOSURES IF NEEDED MUST BE DONE AT NIGHT BETWEEN 9:30 P.M. TO 5:30 A.M. MONDAY THRU THURSDAY. DAY TIME- CLOSURES MAY BE CONSIDERED WITH LANE CLOSURE CALCULATIONS TO SUPPORT OTHER HOURS OF OPERATIONS- NO CLOSURES ALLOWED DURING WE .?KS OF STATE & FEDERAL HOLIDAYS. 3) OPEN CUT OF ROADWAY PAVEMENT IS ALLOWED ONLY AT LOCATIONS SHOWN ON THE APPROVED PLANS- 4) A CERTIFIED WORK SITE TRAFFIC CONTROLS SUPERVISOR, APPOINTED BY THE PERMIITTEE, MUST BE ON SITE TO OVERSEE SFT UP AND MAINTENANCE OF APPROVED MAINTENANCE OF TRAFFIC (MOT) PLANS (SEE ATTACHED PLAN. A COPY OF THE WORK SITE SUPERVISOR'S CERTIFICATION MUST BE PROVIDED TO THE' F.D.O.T. INSPECTOR UPON 48 I-M. "WORK START NOTIFICATION. ORANGE REFLECTIVE SAFETY VESTS MUST BE WORN BY ALL PERSONS INVOLVED 'WITH THIS PERMIT WHME IN THE STATE RIGHT- OF-WAY. 5) ROADWAY RESTORATION WILL UTILIZE 100 PSI FLOWABLE FILL AND FULL DEPTH. ASPHALT (10" ABC 3 & 3" $-1) 6) THE CONTRACTOR SHALL HAVE A RESPONSIBLE PERSON AVAILABLE AT OR REASONABLY NE,A t THE WORK SITE ON A 24 - HOUR BASIS, 7 DAYS A 1T+EK, IN ORDER THAT THEY MAY BE CONTACTED IN EMERGENCIES AND IN CASES WHERE IMMEDIATE ACTION MUST BE TARN TO MAINTAIN TRAFFIC OR TO HANDLE ANY OTIIER FROBI, FMS THAT MIGHT ARISE- THE CONTRACTOR'S DESIGNATED PERSON SHALL. SPEAK AND UNDERSTAND ) Iti'GLIS1-I. (REFERENCE SECTION 5-8.3 OF THE CURRENT STANDARD SPECIFICATIONS). 7) ANY SIDEWALK AND/OR DRIVEWAYS DISTURBED ARE TO BE RESTORED AS WORK CONTINiJF.S. MAINTAIN INGRFSS/EGRF_SS ON ALT.. DRIVES AN,D SIDE STREETS DURING CONS'T'RUCTION. SIDEWALK TO BE SAW CUT OR TOOLF,D AT 5' INTERVALS. EXPANSION REQUIRED AT ALL COLD JOINTS (4" MIN. THICKNESS ON POURS, 5' %TDE 3000PSI CONCRETE MIN.) ALL SIDEWALK CONSTRUCTED ON STATE RIGHT OF WAY SHALL MEET A.D.A. FEDERAL.STANDARDS, FDOT SECTION 522 (CURRENT STANDARD SPEC ROAD/BRIDGE CONSTRUCTION), AND APPLICABLE DOT INDICES (INTERIM 0304 HANDICAP RAMPS, AND 515 CONCRETE SLOPE). S) ALL SIDEWALK CURB RAMPS SHALT, HAVE DETECTABLE WARNING SURFACES (TRUNCATED DOMES) AS PER FDOT STANDARD SPECIFICATIONS 527 & STANDARD INDEX 304. 9) ANY DISTURBED AREA IN FDOT ROW SHALL BE RESTORED TO EQUAL OR BETTER THAN THE PRE-EXISTING CONDITION. 10) SOD ADJACENT TO SIDEWALK SHALL BE PLACED FLUSH WITH THE TOP OF THE SIDEWALK H-\PF,R-Ml`1'S'ihEW 1NSERTStOPEN CUT & BORE INSERT.DOC • y` J? F.D.O.T. UTILITY PERMIT # 2011-11-799-208 11).. STOCK PILING OF MATERIALS IN THE RIGHT OF WAY IS NOT ALLOWED. 12) ALL BORE AND RECEIVE PITS ARE TO BE SI-3EETED, BRACED OR PROPERLY SLOPED AS NEEDED. 13) ?i A SUBSURFACE SOIL AND DRARiAGE REPORT IS REQUIRED ON BORES INVOLVING CASINGS ? 6 INCITES IN DIAMETER OR AS REQUESTED BY F.D.O.T. (PERIVRTTEE MAY DESIGN THE BORE CROSSING FOR 10 TFMES THE MAX BORE DIAMETER IN DEPTH, TO WAVE A SUBSURFACE SOIL REPORT UNLESS REQUESTED BY FDOT). 14) DIRECTIONAL BORE EQUIPMENT USED MUST BE APPROVED BY F.D.O.T. (SEE ATTACHED). CONTRACTORS USING BORE EQUIPMENT MUST BE PROPERLY TRAINED TO OPERATE SUCH IVIACHINI RY BE FORE WORKING IN THE STATE RIGHT-OF-WAY. THE MI1?iMCTM DEPTH COVER ON THE 4 or 6 INCH BORE PARALLEL ROADWAY IS 3 FEET 0 INCHES. MAINTAIN A MINIMUM OIL' 24INCIMS CLEARANCE FROM OTHER UTILITIES. PRE--REAMING MUST BE IIVIPLEMENT7 D PRIOR TO PULLBACK 15) ALL DIRECTIONAL BORES MUST BE SCHEDULED AND PERFORMED AS A CONTINOUS OPERATION UNTIL COMPLETE. 16) THE LOCAL GOVERNMENT MUST HAVE A REPRESENTATIVE ON SITE AT ALL TIMES WHILE BORING OPERATIONS ARE IN PROGRESS IN THE STATE RIGHT OF WAY. 17) IF THE BORE OPERATION IS DEEMED UNSUCSESSFUL BY THE F.D.O.T. AREA MAINTENANCE ENGINEER,THE PROPOSED UTILITY WILL BE GROUTED AND ABANDONED-THE FOLLOWING ARE EXAMPLES BUT NOT LII UTED TO, MECHANICAL FAILURE PREVENTING THE COMPLETION OF THE PULLBACK IN A TIMELY MANNER, IMPASSABLE OBSTRUCTION, SETTLEMENT OR HEAVING OF THE STATE ROAD. 18) TT-IE PERMTTTEE WIIL TAKE ALL MAINTENANCE RESPONSIBILITIES FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF CONSTRUCTION. 19) NO WORK SHALL BE PERFORMED DURING'IT-TE WEEKS OF ANY STATE OR FEDERAL HOLIDAYS. THE DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO ANY PERMITTED METHOD OF INSTALLATION, SCOPE, RESTORATION AND PUBLIC SAFETY THAT ARISE DUE TO UNFORSEEN CONDITIONS DURING CONS'T'RUCTION. PORTIONS OF THE REQUIREMENTS LISTED BELOW, ARE IN ADDITION TO THOSE OUTLINED IN TIRE CURRENT DEPARTMENT'S UTILITY ACCOMMODATION MANUAL. THESE REQUIREMENTS, ARE SUBJECT TO CHANGE WITHOUT NOTIFICATION AND DO NOT II'TERMITMEW INSERI'M\OPF:b: GIFT & BORE INSERT_DOC F.I.O. T. UTILITY PERMIT 1 # 2011-H-799-208 E,?EMFT THE PERMITTEE OF LIABILITY FOR DAMAGES THAT OCCUR. AS A RESULT OF THE ' UTILITY INSTALLATION AND/OR MAINTENANCE- - NO PART OF THE TENANT;; OF THIS UTILITY. ISY O BE OBSTRUCTED DURING THE INSTALLATION OR MAIN ALL ABOVE GROUND APPURTENANCES MUST BE PLACED AS CLOSE TO THE RIGHT-OF- WAY LINE AS PRACTICAL. ' TEMPORARY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS (I.E., POLES, CABLE, PIPE, ETC.), TO BE USED IN THE CONSTRUCTION/MAINTENANCE. OF THE UTILITY, IS PROHIBITED IN THE DEPARTMENTS RIGHT-OF-WAY PRIOR TO PERMIT ISSUANCE. STORAGE IS LIlVIITED TO A 30-DAY PERIOD, PROVIDED THAT SUCH'STORAGE DOES NOT OBSTRUCT VISUAL DISTANCE REQUIREMENTS. OFFSET DISTANCE REQUIREMENTS MUST BE MET, AS SPECIFIED IN THE UTILITY.ACCOMMODATION MANUAL. TEMPORARY STORAGE OF TRENCH EXCAVATION MATERIAL IS NOT PERMITTED WITHIN 12 FEET OF THE PAVEMENT EDGE. STORAGE IS NOT TO EXCEED 7 CALENDAR DAYS. OFFSET DISTANCE REQUIREMENTS MUST BE NET, AS SPECIFIED IN THE UTILITY ACCOMMODATION MANUAL. ',. A DEPARTMENT OF TRANSPORTATION PERMIT INSPECTOR MUST BE PRESENT DURING ALL APPROVED UTILITY PERMIT MECHANICAL BORE OPERATIONS. UTILITY POLES, APPROVED FOR INSTALLATION BY THIS PERMIT, ARE NOT TO EXCEED 24 INCHES IN DIAMETER. ' ALL TRENCHES MUST BE BACKFILLED IN ACCORDANCE WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ANY DRIVEWAY CONNECTION WHICH IS TO BE DISTURBED AS A RESULT OF THIS APPROVED UTILITY PERMIT INSTALLATION,-THE DEPARTMENT RECOMMENDS FOR THE ' PROTECTION OF THE PERMITTEE THAT PHOTOS BE FILED WITH THE DEPARTMENT SHOWING THE ORIGINAL CONDITION OF THE DRIVEWAY. ' THE PERMITTEE IS RESPONSIBLE FOR FILING PERMIT APPLICATIONS WITH THE PROPER MUNICIPAL AGENCY BEFORE CROSSING ANY SECONDARY ROADWAYS OWNED BY THE CITY OR COUNTY WHICH CONNECT TO STATE ROADS BEING AFFECTED BY THIS PERMIT. ' THE PERMITTEE IS RESPONSIBLE, DURING AND FOLLOWING THE UTILITY INSTALLATION, FOR WATER QUALITY WHERE THE UTILITY IS BEING INTRODUCED TO DEPARTMENT OWNED DRAINAGE FACILITIES. THE DEPARTMENT RETAINS THE RIGHT TO VOID THIS PERMIT AND REQUIRE REMOVAL OF ALL DRAINAGE CONNECTIONS IF THE QUALITY OF ' WATER IS NOT MAINTAINED WITHIN LIMITATIONS ESTABLISHED BY THE DEPARTMENT OF POLLUTION CONTROL OR OTHER APPROPRIATE GOVERNMENTAL AGENCIES. THE PERMITTEE IS RESPONSIBLE FOR-SUBMITTING A STORM WATER POLLUTION PREVENTION PLAN AND NOTICE OF INTENT TO THE F.D.O.T. DISTRICT PERMIT OFFICE OR LOCAL MAINTENANCE OFFICE WITHIN 48 HOURS OF COMMENCING CONSTRUCTION, IN ACCORDANCE WITH THE CODE OF FEDERAL REGISTER (40 CFR 122.26) AND U.S. ENVIRONMENTAL PROTECTION AGENCY IMPLEMENTATION PROCEDURE BY INCORPORATING THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM AS DOCUMENTED IN THE SEPTEMBER 25, 1992 ISSUE OF THE FEDERAL REGISTER, PART 3, VOLUME 57_ NUMBER 187_ H:lPERMITS\NEW INSF.R'IS\OPFN CU i' & HARE INSER'LIXI ; DATA FOR DOT PERMIT APPLICATION BEFORE ANY A DEPARTMENT OF TRANSPORTATION PERMIT ETRE R TRD OR AERIAL OR FAC?ITY IS INSTALLED ON THE RIGHT OF WAY, TggGROUND INSTALLATIONS. SPECIAL PROVISIONS FOR EXCEPTIONS ARE OUTLINED IN THE UTILITY ACCOMMODATION GUIDE. pEgMITTEE: Ci of Clearwater Public Utilities De artment COMPANY ENGINEER: McKim & Creed PA avid C. Wehner PE ;PHONE # 727 442-7196 SR #: 595 U.S. # SR SECTION: 1 . Local name of road. or street: Edgewater Drive 2 Proposed: 4" and 6" I and C900: FVC Reclaimed Water b o en cut To, parallel, ' gym= erosslor in R/W of a State Road within city limits of Cle ater Or between cities of N/A And N/A In the county of Pinellas. Submit a plan and cross section, view of proposed construction. Separate cross sections 3. are required at each change in lateral alignment. 4. Feet, starting at the NE Proposed utility to be in R/W far distance of tion of Suixset Point Road and SR 595 Ending at the SE corner comer of the intersec of the intersection of Union Street and SR 595. number of feet to such location). ds , (Give location, such. as: dedicated streets or crossroa 5. Distance from proposed utility to edge of pavement Varies from 4' to 26.6'-see lans 6. Distance from proposed utility to the R/W line Varies from 3'to 6' -see _plans 7 Width of R/W on each side of C/L of pavement varies from 20-53-Feet, . © and varies from 30-64 Feet RECEIVED g Width of pavement 30 Feet. . 9. ???? Width of median (Typical, if applicable) NA Feet. %DEC 2 3 to. Width of sidewalk 5-ft Feet. PINELLAS MAINTENANCE 11 Does the proposed installation include above ground appurtenance? . Yes_ _ Or No X CU. Ft., N/A 12. Is the appurtenance located at the R/W line? Yes N/A _ Or No - 13. Will conduit or casing be uhp Min.) hiclrness No NA dth + l6 ft t . w Length NA (Pavemen 14. Will existing utility be removed? N/A 15 Will any existing facilities be used to place the proposed utility? . Yes Or No X What N/A 16. If utility is a natural gas line, give maximum operating pressure N/A P.S.I., provisions for venting N/A 17 Submit all other utilities on cross section maps,, make separate cross section details for . each change in location, and repeat items 5 an 18 Will any highway pavemenfbe cut? Yes- NE Corner of SR595 at Sunset Point Road 19 Indicate approximate location, depth and sites of all utilities within R/W limits. . Submit names of owners and city or town from which they are operated. P B04kWOF COUNTY COMMISSIONERS Nancy Bostock Neil Brickfield Susan Latvala John Morroni Norm Roche Karen Williams Seel Kenneth T. Welch McKim & Creed 1365 Hamlet Avenue Clearwater, Fl. 33756 Attn. David C. Wehner, PE Pinellas (ounty BUILDING & DEVELOPMENT REVIEW SERVICES Utilization Permit #11-0109U March 18, 2011 Re: Utilization Permit for City of Clearwater - Clearwater Harbor Reclaimed Water System (10-0008-UT) Dear Mr. Wehner: We are enclosing your approved Utilization Permit covering the proposed construction described below: Install a reclaimed water main on Union St. (CR-600) & Sunset Point Rd. (CR-576) per attached plans. This letter must be attached to and made part of the approved Utilization Permit, making the following conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by the agencies that are affected by the proposed construction. 2. Contact Pinellas County Operations Inspector Gene Crosson prior to beginning work. (Ph. #727-580-6516, 48 Hrs. Minimum Notice) 3. Regarding plan sheet D10 -Add "Sunset Pt. Rd." panel to all detour signs & modify the construction note to place the VMB's two (2) weeks prior to start of closure. Before this Permit becomes effective, it will be necessary, to contact the Utility Notification Center, "Call Sunshine", (1-800-432-4770) not less than 48 hours or more than five (5) days prior to construction. S `cer . ?. Pa o 1 ? v Public Works ngineering Technician PLEASE ADDRESS REPLY TO: Right-of-Way tilization Permits 310 Court Street Regulatory S rvlces Clearwater, Florida 33756 Enclosure/cc: Highway Department Phone: (727) 464-3888 Pin311as County RIGHT OF WAY F Building & Development Review Services UTILIZATION PERMIT PERMIT ND: t THE COUNTY OF PINELLAS, a political subdivision of the State of Florida, hereinafter called. the Permitter, hereby grants to The City of Clearwater of P.O_ Box 4748, Clearwater, FL 33758-4748 (Name) (StreetAddress, City, State, Zip) hereinafter called the Permittee, a Permit to construct x , operate 0, maintain ?, 4" DI and C900 RJ PVC Reclaimed Water Main installed by horn. dir, drill and open cut and/or property of Permitter at the following location: County Road No. CR 600/576 Name: Union St./Sunset Point Rd. . situated at Edgewater Dr. to Broadway / Edgewater Dr. to Overbrooke Ave. (Address or Street Intersection) renew El and/or remove ? on attached plan along, across, beneath, or over right of way Parcel ID No. Florida, subject to the following provisions and conditions: 1. Construction, operation and maintenance of such utility shall not interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such utilityshall not create obstruction or conditions which are or may become dangerous to the traveling public. 3- All work must be done in keeping with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by the County Director or his agent. 4. All materials and equipment shall be subject to inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the Peanitterfrom and against payment of all claims, suits, actions, costs, attorneys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the Permittee, his employees, agents or sub-contractors or in any way attributable to the performance, prosecution, construction, operation, or maintenance of work herein permitted. by Permitter and resulting from negligent acts.or omissions of said Permittee in connection with the work herein permitted. 6. The Perm'rttee shall repair any damage or injury . to the road or highway or other County property by reason of the exercise of any of the privileges granted in this Permit, and shall repair the same promptly, within seven (7) days of opening, restaging itto a condition at leastequal to that which existed immediately prior to the infliction of such damage or injury. (Note: All portions of the right of way other than paved areas disturbed by the construction of this utility will be compacted, grassed and mulched or sodded as required.) 7. All overhead installations shall conform to clearance standards of the State Utilities Accommodation Guide and all underground crossing installations shall be laid at a minimum depth of 36" below pavement, or at such greater depth as Permitter mayrequire: - 8.... in the event of widening, repair or reconst _.ruc._._ ._.tio_..n__. of.....,said road, the - m__-6_ ve -or remove _.._sa...rd,' util --•..of .. no' c..__o .._....._ i?er mittee shall moity installati a-6 --at the Permitter- 9. This permit creates a permissive use only and the placing of facilities upon County property pursuant hereto shall not operate to create or to vest any property rights in said Permittee and is granted in perpetuity subject to termination by the Permitter up99 the giving of 30-days notice in writing to the Penmittee. RR 10. The Permittee shall furnish the Permitter with a survey showing the exact locations of all facilities to be instaft rd survey to be sufficiently detailed to allow location of said installation by reference thereto. (a r' The attached plan, covering details of this installation, shall be a part of this permit. @rm1 Upon completion of installation, if field adjustments are made, an as-built drawing will have to be submitted. 2410 1.1. Section comer monuments subject to displacement shall first be referenced and later reset by a Florida Registered Land Surveyor. 12. All activities in accordance with this permit will require conformance to the "Manual on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations! (Chapter 316 Florida Statutes) 13. The Permittee's attention is directed to the provisions of the Trench SafetyAct (Florida Statutes, Section 553.60 et. seq.) and the Occupational Safety and Health Administration Excavation Safety Standards (29 C.F.R. Section 1926.650, Subpart P) which shall apply to construction, operation, and maintenance pursuant to this permit. 14. Compaction within right of way to meet Pinellas County Minimum Standards. , 15. Regulatory Services is to be notified a minimum of 48 hours prior to beginning work at 454-3394, otherwise the Permit will be voided. 16. If this permit is for a monitor well, copies of all testing reports are to be forwarded to Pinellas County Regulatory Services. 17. The Permittee shall commence construction within 60 days from the date of this permit and it shall be completed within 60 days. Permittee or Agent: Phone: 727-142-7196 Date: Z avid C. Webner, PE Rev 10115/2009 APPLICATION SUBMITTAL INSTRUCTIONS 1.. Description and nature of the proposed installation shall be outlined in the two blank lines on application. 2. The bottom of Application Sheet 1 shall be signed by applicant or his agent. 1 On the attached plan, the following data shall be supplied: a. The plan shall show the right of way lines and the widths of right of way. The offset distance from the centerline of the proposed installation shall be shown and the scope of the proposed project, with all the distances and sizes clearly iridicated. b. Typical cross section shall be furnished showing width of pavement, width of right of way on each side, offset distance from centerline to proposed installation and any pertinent data to sidewalks, curbs and gutters, etc. C. . Indicate type of installation on both typical cross section and plan view. d. All pertinent drainage information and calculations or justification for size of pipe and/or grading. 4. All improvements within County maintained right of way shall conform to Florida Department of Transportation requirements and/or Pinellas County Subdivision requirements. 5. All applications for water and sewer lines must be separate applications and countersigned by the utility involved prior to submittal. 6_ This form is to be made out in QUADRUPLICATE with four (4) drawings; one fully executed copy will be returned to you after approval. 7. There is a variable processing fee that must be received prior to the issuance of the permit. Please make check payable to Board of County Commissioners. I B. Due to the extensive work being done in Pinellas County right of way, please provide proof that you meet the following insurance requirements: "Comprehensive General Liability Insurance including, but not limited to, Independent Contractor, Contractual, Premises/Operations, Products/Completed Operation, Explosion, Collapse and Underground, and Personal Injury covering the liability assumed under indemnification provisions of this permit, with limits of liability for personal injury and/or.bodily injury, including death, of not less than $300,000, each occurrence, and property damage of not less than $100,000, each occurrence. (Combined Single Limits of not less than $300,000, each occurrence, will be acceptable unless otherwise stated.) Coverage shall be on an "occurrence" basis, and the policy shah include Broad Form Pro a Damage coverage, and Fire Legal Liability of not less than $50,000 per occurrence, unless otherwise stated t by exception herein." THE UTILITY NOTIFICATION CENTER "CALL SUNSHINE" (1-800-432-4770) MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION. Pinellas County BDRS Regulatory Services 310 Court Street, 1st Floor Clearwater, FL 33756 (727) 4643404 OR 464-3394 (727) 464.3394 for 43 hr notice and inspections UTILITY COUNTERSIGN (NamelTitle) (Date) ' TO BE FILLED OUT BY PINELLAS COUNTY REGULATORY SERVICES Sod required 5?ees- DNo Open cut .tQo\ " PiNELLAS OUN FLORIDA, Date: _ for F Jack and bore U Yes _ U NO Directional bore &ees ? No of County Commissioners SEE ATTACHED LETTER FOR ADDITIONAL Services coon CONDITIONS TO THIS UTILITY PERMIT. GEOTECHNICAL SOIL REPORT RESULTS OF THE SUBSURFACE EXPLORATION CLEARWATER HARBOR RECLAIMED WATER SYSTEM CLEARWATER, FLORIDA October 28, 2010 McKim & Creed 1365 Hamlet Avenue Clearwater, Florida 33756-3331 Attention: Mr. David C. Wehner, P.E. RE: Report of the Subsurface Exploration Clearwater Harbor Reclaimed Water System Clearwater, Florida Our File: DES 106569 Dear David: Pursuantto your request and authorization, DRIGGERS ENGINEERING SERVICES, INC. has completed a program of exploratory borings along the alignment of the subject reclaimed water distribution line. Presented herein are the results of our studies together with comments relative to the geotechnical issues involved in the planned construction. PROJECT DESCRIPTION It is our understanding that the reclaimed water system will be constructed within the area approximately bounded by Bayshore Boulevard on the west, Overbrook and Broadway on the east, Stevenson's Creek on the south and Union Street on the north. There will be a short connection to the treatment plant with the pipeline supported on the Douglas Street bridge over Stevenson's Creek. Information provided to us indicate that the project will generally involve construction of 4-inch to 8-inch reclaimed water pipelines. We understand that directional drilling methods would be utilized along most of the alignment with the pipes at nominal depths of some 4 to 8 feet beneath present grade. A deeper directionally-drilled crossing will occur beneath a branch of Stevenson's Creek along Overbrook Avenue. 2 FIELD INVESTIGATION PROGRAM Our exploration program has included twenty-six (26)hand auger classification borings which were manually advanced, typically to nominal depths of 10 feet along the alignment. A few borings encountered very shallow groundwater conditions which, even with temporary casing to help stabilize the boreholes, resulted in the borings being terminated at shallower depths. Additionally, two (2) Standard Penetration. Test (SPT) borings were requested and advanced to nominal depths of 25 feet on either side ofthe planned creek crossing along Overbrook Avenue. The boring logs in the report attachments illustrate the visual and estimated Unified and AASHTO Soil Classifications corresponding to each sample interval, together with groundwater information. The approximate boring locations are illustrated on Plate I in the report attachments. LABORATORY TEST RESULTS A limited classification test program was implemented in the laboratoryto aid in establishment ofthe engineering characteristics ofrepresentative soil samples collected during the field investigation. The classification tests included forty (40) grainsize or sieve analyses, nine (9) Atterberg liquid limit and plastic limit determinations and three (3) organic content tests. The results ofthe tests are listed on the attached Summary of Laboratory Testing Results. Individual grainsize curves are also presented for your review. GENERALIZED SUBSURFACE CONDITIONS SOIL CONDITIONS - The program of shallow classification borings along the alignment has reflected the general presence of near surface to shallow depth predominantly fine sands with variable silt and clay fines. The fine sands with minimal silt and clay content generally comprised the SP to SP-SM Unified Soil Classification, or an AASHTO A-3 classification. The sands were typically encountered to the completion depths of the classification borings. Some ofthe recovered samples also contained shell, limerock and gravel likely the result ofthe existing utility and roadway construction: Slightly organic to organic stained sands were identified at several boring locations. However, visual examination ofthe recovered samples and result of laboratory testing indicate that the organic content is relatively low. An exception was noted at boring location B-2 where an organic silty to clayey sand was penetrated between about 8 and 10 feet. At boring locations HA-4, HA-10, HA-12, HA-23, HA-24 and HA-25, silty to clayey sands and high plasticity clays were penetrated generally below depths ranging from 3.8 feet at boring location HA-12 to 7.5 feet at boring location HA-10. At boring locations B-1 and B-2, the silty to clayey sands were identified at a depth of 10 feet.. The high plasticity clays were first penetrated at a depth of 12 feet. Limestone was encountered at about 24.5 feet, near the completion depth of boring B-2. GROUNDWATER - Groundwater was recorded at depths ranging from 1.8 to 9.5 feet below existing grade at the time of our field studies which were conducted in October, 2010. No groundwater was present within the 10 foot completion depth of boring HA-11. The differences are likely due principally to variations in ground surface elevations. The United States Department ofAgriculture Soil Conservation Service (SCS) Soil Survey of Pinellas County indicates that presence ofUrban soils along the subject alignments. No estimates ofnormal seasonal high groundwater levels are presented for Urban soils. In consideration ofthe existing development and the antecedent precipitation, we would anticipate that groundwater levels during atypical wet season may occur at about 12 to 18 inches higher than the measured levels. The potential for temporarily perched groundwater also exists where lower permeability silty and clayey soils are present at relatively shallow depths. GEOTECHNICAL EVALUATION ' DIRECTIONALLY DRILLED CONSTRUCTION - The results ofour geotechnical investigation indicate that the directional drilling at depths of some 4 to 8 feet will primarily penetrate through fine sands with variable silt, clay and organic fines content. Some silty to clayey sands and clays may be encountered along portions of the routes. Care must certainly be exercised during the directional drilling process in order to appropriately stabilize the horizontal borehole with drilling slurry so as to avoid potential caving of overlying soils that could ' cause unacceptable settlements to overlying or adjacent utilities, roadways or structures. Conversely, one must avoid over-pressuring the drilling slurry, particularly at shallow depths, that could result in unacceptable discharge of drilling slurry to the ground surface. Accordingly, greater pipeline depths may generally be preferable. 11 11 4 OPEN CUT CONSTRUCTION - Where open cut construction may be utilized, our geotechnical studies have typically identified sandy soil types that are generally suitable for both support of the planned pipeline and as backfill around and above the pipe. In general, the sandy soils excavated may be re-utilized as backfill to re-establish design grades. Suitable soil types would generally include granular soils with a Unified Soil Classification of SP to SP-SM, or AASHTO Classifications ofA-3 orA-2-4. The backfill materials, of course, must be properly placed and compacted in accordance with City of Clearwater or project specification requirements whichever is more stringent. Where relatively thin seams of slightly organic or clayey soils may exist, itmay be possible to blend these soils with the cleaner sands to produce a suitable backfill material. EXCAVATION SLOPES - Safe excavation side slopes should be maintained no steeper than 1.5 horizontal to 1 vertical in conjunction withproper dewatering and protection against surface erosion. Flatter slopes may be required to maintain slope stability when subjected to significant surcharge loads such as those produced by equipment or fill materials. Where these slopes can not be maintained, special sheeting or shoring would be required. Regardless, the contractor must comply with applicable OSHA trench safety requirements. GROUNDWATER CONTROL - With the expected shallow pipe depth, and depending upon groundwater conditions at the time ofconstruction, excavations for open cut construction may occur below the groundwater table along some ofthe pipeline alignment. Proper dewatering to at least a foot below the bottom of the excavation will be necessary to facilitate excavation and construction ofthe pipeline as well as placement and compaction of the backfill under relatively dry conditions. Soils excavated below groundwater may require stockpiling or aeration in order to reduce moisture contents to levels suitable for replacement and compaction. The moisture content ofthe backfill should be controlled to within f2% of optimum moisture as established by the applicable moisture-density relationship. Where silty to clayey soils may be present at the pipe bottom elevation, subgrade preparation should generally include undercutting belowthe pipe bottom elevation to a minimum depth of at least 18 inches and replacement with compacted gravel no coarser than an FDOT No. 89 grading. The compacted gravel working platform wouldnot only provide a relatively firm base for pipeline construction but also assist in providing a drainage blanket for control of ground water. An appropriate geotextile should be placed at the excavation bottom prior to the placement ofthe gravel. working platform in order to help minimize any migration of soil fines into the gravel. APPENDIX PLATE I - BORING LOCATION PLAN STANDARD PENETRATION TEST BORING LOGS HAND AUGER BORING LOGS SUMMARY OF LABORATORY TEST RESULTS GRAINSIZE ANALYSES METHOD OF TESTING PLATE I - BORING LOCATION PLAN ? tl0lilOld 'N31tlM2N3-q ? $ avNOra rn? we ma+aaaa Y131SAS 2GIVM Q3nWO31 1 o g g a Ntlld NOLLtl001 ONIW6 i OSWH NMvm N310 e7 6 a a SN05N a 3wN 1030 S9 r\ IN, ' ? F II, x e II -01 -a-_?? T STANDARD PENETRATION TEST BORING LOGS DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106569 BORING NO. B-1 Project Clearwater Harbor Reclaimed Water System, Clearwater, Florida Location See Plate I Foreman KB. Completion Depth To Depth 26.5' Date 10114110 Water 6.8' Time Date 10/14/10 W o °m >- W ii Q SOIL DESCRIPTION URF. EL: Z a O 0 ix W z 9 a p 0: m a N 'c STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER-140 LB. 1 HAMMER, 30" DROP 10 20 40 60 80 0 _y- Gray Fine SAND with roots and concrete fragments SP A-3 Li w ht br Fi SAND ith f ?_ g o n ne w concrete ragments SP A-3 Light gray Fine SAND (SP) (A-3) 5 - - Loose gray Fine SAND (SP) (A-3) 2/3/4 Very loose dark gray Fine SAND (SP) (A-3) 2/1/2 10 Very loose dark gray silty Fine SAND 111/2 with trace of CLAY (SM) (A-2-4) Very soft to soft grayish-green 1/0/1 to light green CLAY (CH) (A-7-6) 15 1/2/2 Firm green sandy CLAY (CH) (A-7-6) 20 ?-- Z 2/3/3 Soft green CLAY (CH) (A-7-6) 25 3/2/1 30 Remarks Borehole Grouted Casing Length DRIGGERS ENGINEERING SERVICES INCORPORATED Project No. DES 106569 BORING NO. B-2 Project Clearwater Harbor Reclaimed Water System, Clearwater, Florida Location See Plate I Foreman Completion Depth To Depth 26.5' Date 10/14/10 Water 6.7' Time LL J rn Q: 0aN M -- m w J IL SOIL DESCRIPTION cn w z 1 CL a 2 g J a 00- o m o SURF. EL: y co M. B. Date 10/14110 STANDARD PENETRATION TEST BLOWS/FT. ON 2" O.D. SAMPLER-140 LB. HAMMER, 30" DROP 1n 2n an Rn Rn 0 Light tan Fine SAND (SP) (A-3) Light brownish-gray Fine SAND (SP) (A-3) Light brown Fine SAND (SP) (A-3) Very light gray Fine SAND (SP) (A-3) . 5 Dark gray Fine SAND (SP) (A-3) Very loose dark brown organic, silty to clayey 110/1 Fine SAND with roots (SM/Pt) to (SC/Pt) 10 A-2-4/A-8 to A-2-6/A-8 ilt Fi SAND k b V l d 1/2/2 rown s y ne ar ery oose with roots SM A-2-4 Soft light green CLAY (CH) (A-7-6) 1/1/2 Firm light green slightly sandy CLAY 15 (CH) (A-7-6) 2/3/3 Id" Firm light green CLAY (CH) (A-7-6) 20 3/3/4 E 25 Cream colored weathered LIMESTON 47/7/30 30 Remarks Borehole Grouted Casing Length HAND AUGER BORING LOGS DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro' ct No.: DES 106569 WATER TABLE: 5.4' DATE: 10/1/10 TECHNICIAN: M.B. DATE: 10/1/10 COMPLETION DEPTH: 9.5' LOCATION: See Plate I TEST NUMBER: HA-1 (FT) . DESCRIPTION DEPTH J Q y REMARKS Brown and light brown Fine SAND 0 with trace of roots (SP) (A-3) 2 Brown and light orangish-brown Fine SAND (SP) (A-3) Light orangish-brown Fine SAND (SP) (A-3) 4 Orangish-brown Fine SAND (SP) (A-3) Light brawn Fine SAND (SP) (A-3) 6 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Proiect No.: DES 106569 WATER TABLE: 4.8' DATE: 10/1110 TECHNICIAN: M.B. DATE: 10/1110 COMPLETION DEPTH: LOCATION: See Plate I TEST NUMBER: HA-2 ELEV. (FT) DESCRIPTION DEPTH (FT) J REMARKS Dark brown Fine SAND with roots _2 t4 _ ; z Brown Fine SAND (SP) (A-3) Light brown Fine SAND with trace of roots (SP) (A-3) 2 .q -r: 4 ?: . Light tannish-brown Fine SAND (SP) (A-3) -' 6 Tan Fine SAND (SP) (A-3) ; 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCORRORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKi & Creed Clearwater, Florida Project No.: DES 106569 WATER TABLE: 3.6' DATE: 1011110 TECHNICIAN: M.B. DATE: 10/1/10 COMPLETION DEPTH: &Z LOCATION: e Plate I TEST NUMBER: HA-3 ELEV. (FT) DESCRIPTION DEPTH (FT) m REMARKS Dark brown Fine SAND 0 with trace of roots (SP) (A-3) A Brown Fine SAND (SP) (A-3) 2 Light orangish-brown Fine SAND (SP) (A-3) 4 Light brown Fine SAND (SP) (A-3) 6 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCORRORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida ProectNo-: DES 106569 WATER TABLE: 5.2' PATE; 1011/10 TECHNICIAN: M-B. DATE: 10/1/10 COMPLETION DEPTH; 10.0' LOCATION: See Plate I TEST NUMBER: HA ELEV• (FT) DESCRIPTION DEPTH (FT) J m g REMARKS Dark brown Fine SAND 0 with some roots (SP) (A-3) :cwt Brown Fine SAND (SP) (A-3) 2 4 Light brown Fine SAND (SP) (A-3) 6 Light greenish-gray clayey Fine SAND ith i SC A 2 6 w orange ve ns ( ) ( - - ) Li ht reen CLAY g g with rust colored veins (CH) (A-7-6) 8 10 12 14 DFiIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Project No.: DES 106569 WATER TABLE: 4,3' DATE: 10/1/10 TECHNICIAN: M.B. DATE: 10/1/10 COMPLETION DEPTH: 7.5' LOCATION: e Plate I TEST NUMBER: HA-5 ELEV. (FT) DESCRIPTION DEPTH (FT) J m 2 U) REMARKS Dark brown Fine SAND 0 with trace of roots SP A-3 Brown Fine SAND with trace of roots = => SP A-3 Tan and light brown Fine SAND SP A-3 Light orangish-brawn Fine SAND 2 (SP) (A-3) Light tannish-brown Fine SAND (SP) (A-3) 4 6 8 " Could not penetrate below depth 7.5'. Set 6.5' of 4" Casing. 10 12 14 DRIGGERS ENGINEERING SERVICES INCORRORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim reed Clearwater, Florida Pro'ect No.: DES 106569 WATER TABLE: 4.7' DATE: 1011/1 TECHNICIAN: K8. DATE: 10/1/10 COMPLETION DEPTH: LOCATION: See Plate 1 TEST NUMBER: HAS ELEV. (FT) DESCRIPTION DEPTH (FT) m REMARKS Brown Fine SAND with some roots SP A 3 0 ,,r l `SY - Light brown Fine SAND (SP) (A-3) Light brown and brown Fine SAND (SP) (A-3) 2 ?- Dark grayish-brown Fine SAND (SP) (A-3) = = Brown Fine SAND with trace of roots 4 (SP) (A-3) .:: Brown Fine SAND (SP) (A-3) 6 Light brown Fine SAND (SP) (A-3) Light brown and brown Fine SAND SP A-3 10 12 14 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro'ect No.: DES 106569 WATER TABLE: DATE: 10/1110 TECHNICIAN: M.B. DATE: 10/1/10 COMPLETION DEPTH: 10.01 LOCATION: See Plate I TEST NUMBER: ELEV. (FT) DESCRIPTION DEPTH (FT) M r REMARKS Dark brown Fine SAND with some roots 0 and trace of ravel SP A-3 Light tannish-brown Fine SAND (SP) (A-3) 2 4 6 Tan Fine SAND (SP) (A-3) Dark brown Fine SAND (SP) (A-3) 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro ect No.: DES 106569 WATER TABLE: 2.7' DATE: 10/j/10 TECHNICIAN: M.13. DATE: 10/1110 COMPLETION DEPTH: 7.1' LOCATION: la e I TEST NUMBER: HA-8 ELEV. (FT) DESCRIPTION DEPTH (FT) J ? g REMARKS Dark grayish-brown Fine SAND 0 with trace of roots (SP) (A-3) .... Brownish-gray Fine SAND (SP) (A-3) Dark brown Fine SAND with trace of roots (SP) (A-3) 2 :t. Brown Fine SAND with trace of roots (SP) (A-3) Light brown Fine SAND (SP) (A-3) 4 6 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCORRORATED NAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro'ect No_: DES 106569 WATER TABLE: 3.3' DATE: 10/1/10 TECHNICIAN: M_B. DATE: 1011/10 COMPLETION DEPTH: 7.0' LOCATION: $ee Plate I TEST NUMBER: HA-9 ELEV. (FT) DESCRIPTION DEPTH (FT) J M 2 } REMARKS Grayish-brown Fine SAND 0 with some roots SP A-3 Light brown and tan Fine SAND (SP) (A-3) 2 Tan Fine SAND (SP) (A-3) Light brown Fine SAND (SP) (A-3) Light grayish-brown Fine SAND with trace of roots (SP) (A-3) 4 = j 'r. is . Set 6.0' of 4" Casing. 10 12 14 I im DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT; McKim & Cre d Clearwater, Florida Pro'ec CES 06569 WATER TABLE: DATE: See "Note" 10/1/10 TECHNICIAN: B_ DATE: 10/1/10 COMPLETION DEPTH; 10.0' LOCATION: ee PI to TEST NUMBER: HA-11 ELEV. (FT) DESCRIPTION DEPTH (FT) J m co REMARKS Dark brown Fine SAND with some roots 0 SP A-3 Brown Fine SAND SP A-3 Li ht brown Fine SAND (SP) (A 3 g - ) 2 4 Light tan Fine SAND (SP) (A-3) g Tan Fine SAND (SP) (A-3) $ Dark brown Fine SAND (SP) (A-3) 10 Note: Water Table not encountered ' within depth of 10.0 . 12 14 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro'ect No.: DES 106569 WATER TABLE: 2Z DATE: 10/1110 TECHNICIAN: M.B. DATE: 1011/10 COMPLETION DEPTH: J101 LOCATION: See Plate 1 TEST NUMBER: HA-12 ELEV. (FT) DESCRIPTION DEPTH (FT) J } va REMARKS Gray and light brown Fine SAND 0 with some roots (SP) (A-3) Light grayish-brown and tan Fine SAND with some roots (SP) (A-3) 2 --,. ?•'-'`? - y• Fem. t?1 Dark brown slightly organic Fine SAND (SP) (A-3) .: Brown Fine SAND SP A-3 Light green CLAY with roots, orange veins and thin seams 4 , of light brown Fine SAND (CH/SP) (A-7-6/A-3) r 6 1 Green and light greenish-gray CLAY with seams of brown Fine SAND and trace of roots (CH/SP) (A-7-6/A-3) 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER 13ORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: M Ki & Creed Clearwater, Florida Pro'ect No.: DES 106569 WATER TABLE: DATE: 4.2' 10/1/10 TECHNICIAN: M.B. DATE: 10/1/10 COMPLETION DEPTH: 7.1' LOCATION: See Plate I TEST NUMBER: HA-13 ELEV. (FT) DESCRIPTION DEPTH (FT) pap REMARKS Brown Fine SAND with trace 0 of surficial roots (SP) (A-3) Orangish-brown Fine SAND (SP) (A-3) Light orangish-brown Fine SAND (SP) (A-3) 2 4 Orangish-tan Fine SAND (SP) (A-3) 6 8 10 12 14 rim DRIGGERS ENGINEERING SERVICES INCORPORATEC HAND AUGER BORING LOG PROJECT; Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Proiect No.: DES 106569 WATER TABLE: 3.4' DATE: 10/4/10 TECHNICIAN: M.B. DATE: 10/4110 COMPLETION DEPTH: 7.5' LOCATION: See Plate I TEST NUMBER: HA-14 ELEV. (FT) DESCRIPTION DEPTH (FT) J pQp REMARKS Grayish-brown Fine SAND 0 rtrr with surficial roots (SP) (A-3) Light brown Fine SAND a.? with shell fragments SP A-3 2 Brownish-gray Fine SAND with some dark gray veins (SP) (A-3) Brownish-gray Fine SAND (SP) (A-3) 4 Brown Fine SAND (SP) (A-3) 6 - Dark brown slightly silty Fine SAND with trace of roots (SP-SM) (A-3) 8 10 12 14 DRIGGERS ENGINEERING 1 i1 1 SERVICES INCORPORATED HAND AUGER BORING LOG 1 PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro'ect No.: DES 106569 WATER TABLE: 9.5' DATE: 10/4110 TECHNICIAN: M.B. DATE: 10/4/10 COMPLETION DEPTH: 10.0' LOCATION: See Plate I TEST NUMBER: HA-15 ELEV. (FT) DESCRIPTION DEPTH (FT) m Y REMARKS Brown Fine SAND with roots (SP) (A-3) 0 Light brown and light orangish-brown Fine SAND (SP) (A-3) 2 Light orangish-brown Fine SAND (SP) (A-3) 4 Tan Fine SAND (SP) (A-3) 6 S Grayish-brown Fine SAND (SP) (A-3) 10 12 14 t ¦? L DRIGGERS ENC3INEERING SERVICES INCORPORATED HAND AUGER EOR.T_NG LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Proiect No.: DES 106569 WATER TABLE: 13' DATE: 1014/10 TECHNICIAN: M.B. DATE: 10/4/10 COMPLETION DEPTH: 7.9' LOCATION: Se Plat a TEST NUMBER: HA-17 ELEV. (FT) DESCRIPTION DEPTH (FT) co g r REMARKS Dark brown Fine SAND with roots s? SP A-3 - Grayish-brown Fine SAND (SP) (A-3) 2 Brown Fine SAND with trace of roots (SP) (A-3) _ Light brown Fine SAND with some roots 4 ?•= " . sr (SP) (A-3) ` Light grayish-brown slightly silty Fine SAND (SP-SM) (A-3) 6 ;... i r is c ?: '4:1: w i :I•hF1 8 10 12 14 rim DRIGGERS ENGINEERING SERVICES INCORRDRATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro'ect No.: DES 106569 WATER TABLE: 2.3' DATE: 10/4110 TECHNICIAN: M.B. DATE_ 10/4110 COMPLETION DEPTH: LOCATION: See Plate I TEST NUMBER: HA-18 ELEV. (FT) DESCRIPTION DEPTH (FT) J m } REMARKS Dark brawn Fine SAND with some gravel 0 a v C>, and trace of roots SP A-3 = Tan and light grayish-brown Fine SAND ravel (SP) (A-3) with trace of g 2 Tan Fine SAND with dark brown veins (SP) (A-3) 4 Light brown Fine SAND (SP) (A-3) Brown Fine SAND with trace of roots (SP) (A-3) =. B i. Light brown Fine SAND (SP) (A-3) S Set 7.0' of 4" Casing. 10 12 14 ORIGGERS ENGINEERING SERVICES INCORRORATEO HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Proiect No.: DES 106569 WATER TABLE: 7.1' DATE: 10/4/10 TECHNICIAN: M.B. DATE: 1014110 COMPLETION DEPTH: 10.0' LOCATION: See Plate I TEST NUMBER: HA-19 ELEV. (FT) DESCRIPTION DEPTH (FT) m REMARKS Fi AND i h i l t fi 0 ' w sur c a roo s Gray ne S t and leaves SP A-3 I: Light brown Fine SAND with trace of roots SP A-3 li h t brown Light orangish-brawn and g Fine SAND SP A-3 Orangish-tan Fine SAND (SP) (A-3) 2 4 6 Tan Fine SAND (SP) (A-3) Tan Fine SAND with trace 8 of rust colored veins (SP) (A-3) 10 12 14 rim DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Project No.. DES 106569 WATER TABLE: 9.3' DATE: 10/4/10 TECHNICIAN: M.B. DATE: 10/4/10 COMPLETION DEPTH: 10.0' LOCATION: See Plate I TEST NUMBER: A-20 ELEV. (FT) DESCRIPTION DEPTH (FT) J m n REMARKS Dark brown Fine SAND with finely 0 divided organic material d ll an sma roots SP A-3 Orangish-brown Fine SAND (SP) (A-3) 2 Light orangish-brown Fine SAND (SP) (A-3) 4 6 Tan Fine SAND with trace of brown veins (SP) (A-3) 8 10 12 14 ?RIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORTNG LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro ec No.: DES 106569 WATER TABLE. DATE: 7.1' 10/4/10 TECHNICIAN: M.B. DATE. 10/4110 COMPLETION DEPTH-., 10.01 LOCATION: ee Plate I TEST NUMBER: A- 1 ELEV. (FT) DESCRIPTION DEPTH (FT) Z H REMARKS Grayish-brown Fine SAND with gravel 0 and some roots SP A-3 Light brown and tan Fine SAND SP A-3 Gray and light gray Fine SAND (SP) (A-3) 2 Light brown Fine SAND (SP) (A-3) 4 Light tannish-brown Fine SAND (SP) (A-3) ---- = 8 Tan Fine SAND (SP) (A-3) 10 12 14 rim DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Project No_: ES 106569 WATER TABLE: 9.3' DATE: 1014110 TECHNICIAN: M.B. DATE: 1014110 COMPLETION DEPTH: 10.0' LOCATION: See Plate I TEST NUMBER: HA-22 ELEV. (FT) DESCRIPTION DEPTH (FT) J m Z Y REMARKS Brown Fine SAND with roots (SP) (A-3) D 77 } ij r' ( f Light brown Fine SAND (SP) (A-3) 2 Light orangish-tan Fine SAND (SP) (A-3) 4 6 Tan Fine SAND (SP) (A-3) 8 Light tannish-gray Fine SAND (SP) (A-3) . . 10 12 14 rim DRIGGERS ENGINEERING SERVICES INCORPORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Pro'ect No.= DES 06569 WATER TABLE: 4.4' DATE: 1014/10 TECHNICIAN: M.B. DATE: 10/4110 COMPLETION DEPTH: 10.0' LOCATION: See Plate I TEST NUMBER: HA-23 ELEV. (FT) DESCRIPTION DEPTH (FT) ..r m } y REMARKS Gray Fine SAND with roots (SP) (A-3) 0 Gray and light gray Fine SAND (SP) (A-3) Light gray Fine SAND (SP) (A-3) - 2 Dark brown slightly silty Fine SAND (SP-SM) (A-3) 4 a•I-F FI Light brown silty Fine SAND t ` with some roots SM A-2-4 Light greenish-gray clayey Fine SAND SC A-2-6 Gray and light greenish-gray sandy CLAY with orange veins (CH) (A-7-6) 6 8 10 12 14 wFnm DRIGGERS ENGINEERING SERVICES INCORRORATED HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida Project No.. DES 0$5fi9 WATER TABLE: DATE: 0/4!10 TECHNICIAN: M.B. DATE: 10/4/10 COMPLETION DEPTH: 10.0' LOCATION: See Plate I TEST NUMBER: A- 4 ELEV. (FT) DESCRIPTION DEPTH (FT) J m g } REMARKS Brown Fine SAND with some roots 0 (SP) (A-3) ?i f?- Light tannish-brown Fine SAND (SP) (A-3) 2 Grayish-brown silty Fine SAND SM 2 4 A ( ) ( ) - - 4 Grayish-brown Fine SAND ith i f t d b i w some p eces o concre e e r s (SP) (A-3) Light grayish-brown and tan slightly silty Fine SAND (SP-SM) (A-3) to ;?I to -I.,: C L* I ;II•hf ra:t1: 4:1: l 1 •L'J•CJ. 8 1=CI :I ;I: h I ? i?l rj•i L a:C1. 4:1: I: 1 , Light brown Fine SAND with seams of brown slightly silty Fine SAND with roots SP/SP-SM A-•3 10 12 14 HAND AUGER BORING LOG PROJECT: Clearwater Harbor Reclaimed Water System CLIENT: McKim & Creed Clearwater, Florida WATER TABLE: DATE: Project No.: ?ES 106559 3.8' 10/14/10 TECHNICIAN: DATE: COMPLETION DEPTH: ' M.B. 10/14/10 10.0 LOCATION: TEST NUMBER: See Plate HA-25 DESCRIPTION DEPTH (FT) m REMARKS (FT) co Grayish-brown Fine SAND (SP) (A-3) 0 Gray Fine SAND (SP) (A-3) 2 Light brown Fine SAND (SP) (A-3) Brown Fine SAND (SP) (A-3) 4 Light brown Fine SAND SP A-3 Gray sandy CLAY (CH) (A-7-6) Green CLAY (CH) (A-7-6) Greenish-brown CLAY (CH) (A-7-6) t Light gray CLAY (CH) (A-7-6) io 12 14 DRIGGERS ENGINEERING SERVICES INCORRORATED HAND AUGER BORING LOG PROJECT: CLIENT; Clearwater Harbor Reclaimed Water System McKim & Creed Clearwater, Florida WATER TABLE: DATE: Pro'ect No_- DES 10 569 4.5' 10114/10 TECHNICIAN: DATE: COMPLETION DEPTH: M.B. 10114110 10.0' LOCATION: TEST NUMBER: See-Plate I HA-26 ELEV. DESCRIPTION DEPTH m (FT) (FT) M REMARKS Brown Fine SAND (SP) (A-3) 0 Very light gray, gray and light brown Fine SAND (SP) (A-3) 2 Light gray Fine SAND (SP) (A-3) 4 Dark gray, light gray and brown Fine SAND (SP A 3 ) ( - ) Tan Fine SAND (SP) (A-3) 6 Very light gray Fine SAND (SP) (A-3) 8 10 12 14 DRIGGERS ENGINEERING SERVICES INCORPORATED SUMMARY OF LABORATORY TEST RESULTS e ?i 0 ?c U ? x 0. a e cJ V] w r nY d n P 7 0 U u a c? ? F m ? ? J 0. ry ern .-. ..i F ? E• a ? a U ac ? c. e 3 n N C 0 0 a 0 v A z a Z ? z h 7 F G ? q z Z z ? Z VJ Vj y` G T V a G F c _ &? } G 6 pp C a O G b Z i,7 y y . a S 12 m a FF - P a e P ° s s F4 c X00 ? oo pl ? ? C ? ? ? ? 1 p ? ? _ . 3 x o n .? a °P n rl e? n •- o e-. r-. o v4' ?y C c,? q J h N w o .q M n r o ri d c d eti r r .n o eo o a6 a p - a e ri r e a = ?+i a r ac a: o o a a? ¢ ev a e? a q [ v a Q ? n ¢ .q a n a eq a m a p, a a ¢ E - - (? ? x x T Z ? T T S S T x x - T T .s - p E T 47 3 A-Z ? R •e yro p •c N R ? C" z w .a 0 .a U P. w u ? c o 'rr, ? N D Q ? ° U rri ? F 00 .+ A N U C7 O F F° ?-1 ri c? V R O( U 00 U r w C O d v y P. • p O C 7 ,•, ? ti V ro N A ? a U C X U 3 q rna a nrm a° a 11 II II II II II II II o n. v yr } C7 a oa. ? rs: ? F FCAn F? H v? W ,H W O MM? F? ?`rr?^^ Vl e ?z O C F U7 G w e U ? C d{ o - z O U ci a 0. .. J W F. W d 0. N N a a a '? V ae C7 7a o ? - 3 N b 0 o ? q F ? U C Q m rQii c ?? Q ? A a ? ° ? I`' 'u a E A z F A? ? w . i U z rn pz p 4 c ? w X Q H i% X tb w `n y ' T cc S cD ee U u d T ? 3 ? ? Q F ? _C " ^a -ea F C wo `m y ? p F A S ?3 ! 1 A Q3 ? n h T L F ? ? F c9 O C Q ? ?^[+G FF '? V? 3 -C ? w F ti0 y Q fw C W 3 p ? CF, ? r? C -? ? p ? F 3 ? F •? U .a 5 ?„ o o m v m 3 " c? a w o ?l a -,:5 1 v X r, o e? o m ° W A O° N ^ W 4 r n M cl? h ?n oo [V n „ yr r r/ r tV n M N d T eb Z s O z a S N ¢ z N a 5 ¢ x e ¢ X r X ¢ T .a ¢ x r r 2 n a T ¢ Y r y e X o t T H a N a cv ry Q M N c ? X X T X T rn 3 s U N U rs ?' ?n U N y ? ? U U A E- W ? W r? U 0. [x C 1 O Uj ,'L N 0 F ?+ c H a v U o ? N U ? ' U 0 O F F f rn li E U v ? G O ? Q V] .y L W y > A U Ca 73 a 'y ° x II II 11 II II 11 II II C U n a ¢ ..r U H a CO) H WL L? 0 O a W Q Q C/1 ar 0 O c ? c .: E U a x t ? ? ac Z O U U a W F e ? ? e 3a z Q 8 `? N r Q V ^T T ? L T Q ? o p rUn 6 $i qo `? v ?.' G L ? ? C1 3 C1 _ A m O a ? eu "O m ? $ _„ c`b U y o rrL w ? _^ m ? u _? `? a n ed ° e a (9 r O o+ O Q v ?n [V OG rv r N N D Q ? n S ? ? .x m L e w 3 ro w C c a aroi ?° w ec o CJ ? c=. e d v Ei m U U Q F U W U off. ? w O ? N w w ? c Q¢ ? a F U a t v ? cg U cn ? ai ycy a C R ? I"' U N ? ? w C1w cg c7 O F F CIO 1 11 a II II II II II U E a ° +. p. U A CL] O v ci o V cd . x O N y R E E b U ?E y K ? p :. G X o 3 ? rn a a ? a° ? II X II II II II II II U r. 3 r v J a? a: ? GRAINSIZE ANALYSES ' z 41 w ' v w N z Ec, W W Z Z w 1 H Ix ' W _V Q 1 343l aM A q ja s jeo o ju aoja d 4 N M r o P p p p ON . .a J o ? A ? w L N O i C S Ll x rt - U L L C1 m 'p a kv c C +3 a ++ U'? ? J S ? 3 b 41 .o r ro v v v N _ v I r w U 0.' V p h- c? W 7 W O W o o Of a ? r- s G 8 I • N ` v C Im c N N 0 C • I ` ? ro LL. C7 N U r! v a t L i N Ql i. O w J Q. ui c i o 4 d ' 1 - 0 0 3 431a M A q Jo uld 3 us*j ow E ' x d z C W _V y? W lu z cr W W a Z L{ y QC w Ec O p48ia M A q »s Aeo: ) Wa 3wd 0 E ? b a, -o g a ? m o ?a m I x m 5 V L L L 01 C U 41 b 4 4n ? C +.+ 01 +1 In ? r J aa} ?a E .o tp TM, 3 O y E r N id A W U d to 0 w v m S v a v o r z w w W P _w C O J_ 1 0.' p U 0. Li. I S I N d ? E O 3 Gi z n in " a F O R d in Z 4 tv ? L) ?R N w 0 9 ? p r _rn 4 4 4 a J d L - J c ? v c W 9 a Y N ? Z 9 T 0 I O a r ui a d T N 343ja M A q JO UTA luaaJ ad E a ? x Z y W V ' cr w U) z 1 z m W W Z z Z W N cc LLI 1 148i aM A q ,a s ea :) ju a a,a d pp pp p p p ti O C C E d ya a ". g n N L + D S. a ? « o ? °1 m x ro w S- S- 5- S cn ` - a m = o o w as 4J ?n o 0 r m 4 jn E c A ? r- co r co ]G tll U GI N U W r W V CC U O N H U S W .. O N 7 W O H J LY ? p U d LL c 8 + d - E C N ? G 4 p G7 N V ag ? w N ? V $ C N L A p ? t 01 d M d ? J N ? O N n rv O 21 L ? C n yy 7 O O ? g 8 p T ? ? p $ N Y p M ry ? ° 4 4Sia M A q n uu t uaw ad .?, E ? V a vi w v Q W N a W W Z a z w to ac- 0 1431a M A q Ja saeo ? lua -Iiad d a N ? ro A 'O L N N 8 O ? s c ro W U- ? a z ?a U L i ? i 01 d v V ? ? }1 N .J 4.? LL7 o ro E ro ?D J 3 # O ? E i ro L r- ?c r b tll U OI ? U d r W < 1 d^ U Q H U W n W 1 C tJ 4 - U CL LL a - c ? d ? z r in N u d C VI 2 aR c7 u? ca 4 y V ; O H L b 7 i-? t Ol r W Q a ? .5 Z E ( N M ?? g C N y O _ j A M d• ? S p C o C1 po F p O N K ? p 6 ? C 148io M A q p uij l ua» ad E ¢ n = 2 u w ' V 7 LU 1 z {iJ W a_ z 1 z W N 1u V a a I' 149la M d q Ja sJeo: ) IUa aJad o ° n R S ° $ F S _ g c 9 a 41 g ? o ? o r L a w g 40 ? _ . v c w 0 V Q LO Y 0 I C O J to d 0 W 17 b S E CD _ 75 _ L R R 1? R Y d U N V] U .-- Gl ?- W v a v C U ? W W ?'] W 6 tJ. p U 4 k S -? o N w D E d to R ? N r ; S w ie z n in rn 1O ? ID A ( J Ln U 1 V C C N ? Y I o ? a r ? m a ? c J J c roa N tn N C G 1 443!a M F q ra u 1u631 a `n !.l d E a V z W V 9 cc W t9 a_ [[ w yw Z W 0 Ix w C7 C'f 0 14810 M F 4 N sJeO O lu a aJad p p p 8 O E d N ep L N ?' ? g p L a i m to 41 L? g a x b U L L L Q c m a co w z c , + (V m p E D J 3' 3 O E L b rt IV ?- ? ]C N V d Vl V e? d - S U C U C T I I . . . . . . . I I r Z W " N p W ] W D J J dr p ?--1 d lL S - P p p a - w y p E m V n a $ N ? L = w N p c 3 d U z p aR c7 u S U pJ C N C o P i. m a J a p J J C O ar ? p O ?yy1 n7 a ? N O d' 141R M A q ia uid 3 ua:)l ad E ? x ' za M w a YJ N z 1 z W w z z 1 z W N a w ' ' n V Ec 348la M R q ja s jeoo iua »ad ? P pp N ? r pp N pp W ? ? pp O? S •. a G E a w ro S ° o } co 44 LL a? x m Q r, i L ? $ d 7J a ? 2r d 17 o r J d ro E co to } I O N E i ro L r ro r ro Y C! U d to V r y r W E V M' v A W h U z w o O J J e-' R E 4 _ to c ? Q LL i v (n g C O VI ? ? b d (7 N C,1 1 bR ? ? Y U F f /1 C m 1 J N 7 I ? J p d r ? J . d ? o J c J r' C W A tj r' g a z o f Cl w 0 3481a M A q Ja uy lua3 89d ^ . E d V Z W 7 w Q) 0 Z cc w W Zz C;i Z W N Lr w cc c 148! aM r( q Ja sJ?eO :) lu Wa aa d ? ? H PO'f Y N p ?O n ? p ? g y , 8 Ci a1 41 y m a b - N ? v1 - O i d L O L d "C7 rt L . a ?c co S L i T O .. U LO _ J CD J 0 O r. etf Q co %0 +-1 N 3 O E i ?6 L Y q1 V d VJ U d r" W g V 0.' U f] H F U W W •7 W O _ J tlC ? 6 U 0. LL w - c ? E g ? ? z $ m v+ in A c ?p R t7 in [a -•- c c N V # O L y 7 ya C t pf J W T T F F CL: - n J d ? J ? J J A M N K 10 O C7 ? :E 9 - e - a en en $ .9 1 4212 M t q Ja uIZI l uaw ad E ¢ a = Z w ' U IM W N 1 (.q z ix- W W Z 1 z W W cc ' W 0 348ia M A q ja sivoo tuaa 3Jad pp p o p O E: N N q u S 0 S- ? 'U b a..1 W ? a x ro e U a s (V °' ` ca a c a `¢ c o m Lo O m 3 E 3 O V1 _6 ro c r ror co Y N U a In U r r W C e ? U U O F- ? U 2 W " O 7 W W O H J CX C U a W S - -- o d Q ? Q ? N R ? °1 p C C O ' r W S = N In fA F p w 0 N # 4J R O C 00 L U a ` x a b ? ? c a u i u ? R i II- N o g ro U h i I- rn 1 u .c s rn? d 4 C ? Y I w F? ? r N S cr o v i " o ? O f? yb (1 i Q I M 8 0 n n e 8 4421a M A q ia u}l ; ua*J ad ° J E r d z N W V 7 iil H 2 cr W W 'Z V Z ui N cc W c 1 VS!a M ( q ias JeOO IUO DJQd ° ° 5 3 n° S v r - g 0 e a ? a i 1 11 ~ ? A U L Qi S- o d V A s _ 4J 41 N a r a 3 o F ro $ r ro r- A N U qJ y W C1 ^ U LC V A H U W •. a a d i 8 ? m d E a ? $ H b C iA A ? 4 v qR N x U o vg $ y Ln 1 41 I d c a ? A r n 4 4 - a J d p J S . J Y N Q r " -a x M ?ti g r a on Y O 7 p ? p p 3431 0M A q N U!d i-a rad ° E J 4 x V Z w V N ' V z Ix W 1N 3 0 Z W (n cc W 0 a ac O 143!a M A q ja sjeo :) lu a3j2d . , 8 0 E p' u m ro a -a y? O L 8 o 'r d D d 2 ro e U C b N lp = G 4? a .N ?n y E L ro ? ro ro c a a ?n U N w ? v ? V A F r 3 z w w .n O w h 4 ? r C ? O 4.1 4 LL ? . O p a ? N d ? p M C ? ? N V Z C a A ? R a i? J i ? U a ti ? V H ? y ?6 as o .? J n 0. Y? J d ? J J u A _ C' O Z 4 C? a C d ' LO p8 pp 01 ? la+ pp ?p pp ?f1 ? ? op N ? 6 ^ 1 43!a M d q ja u!? l uaa gd E ' a ? x V z w v_ 7 w a w W W z W N cc W V O W14 M A q Jas JeoO lua »ad 8 a N ab L v ••" N 8 I O L .. d G L a x m ? c1 ? a) t' U a a to +I w 4-1 Ln Cr1 L E L 10 10 o Y a U a v1 U a W e cm C W W L1 Z W " ] W ? O ? J d' q U a L? S o ? E ° ?g a ? U c Z v? in _ 4 y y)r a * c c ? N "? S N ? ? Z Q N a U U7 U C gR ? N 4 S.. 7 ? 4 ? d a d J d ? o J - c J J q K Q N (? A O U Z ? o ° N g ? C6 1 h ? ?n O 8 d1 pp o p 4431a M A q w u"A WOO Jad E ? ¢ x V a w V w CO) a _z m W W Z 0 z w N Q W L7 RE O NP!a M 4 JOS MOO IM Jad . 8 E d 8 0 ? 0 5 t u to 1 a x q n $ m S o v C l %D G J M +J N ro b ko ro r ep Y d U d N U tl? W ' U A ? V 0. H h U x w O U d y. I ? F N q 2 n Ln u N a N E R c x ? ? a A v ?a N ? a ca - ro w r ? J ? d G J - - J C J ? N ? N 6 Z O O V N O 71 ? _ n 6 N 7 S S p R p W a R p $ N R n ? ^ IOR M A q JS UIU IU03 Jad E ? a x V z N W V a W N Z a w W z 0 Z LU N cc LV 0 0 a 348ia M A q ia SAOO O lu a»a d 0 e y ?O ?b L N S R ?c N ro N to 2 G ro ° r ro a N s ro s R ? N d V G1 N O1 r W U C U C r U W •• O 'J W C 6 d ?+- i S -- c o ' m i E = I G F C , ? S Q 4 z' ?nin 4 m ? o c c A 2 Q N q ? Q aR C7 N U 1 y L y 7 C a e s co n F- TT T • - J L Ll a C J ? J Q1 J w = W W 1 ? O 6 u7 N O X71 L 4"! Q ? ? x ?+ Lh M 8 $ R $ g N Q $ A a 3 4MQ M A q ia ui j 1 043, ad E x U 46 W V 1 w I YI z 1 w W Z z W N cc O 11 1 48ia M A Q im eo: ) lua -ad c E ? ro T ro 8 ? p o s m ro n w S e m s ro d Q U S. i L o U N ro N W G id y }? {n N E F ?C ? ro ? ro x a v m vi U W ? W $ U 0.' V A H ?- U z w C w O _w o J CG O U CL 1.? I ° 8 I N d O d n ? ? } y C E O E ? V ~ qq Z r [A tl ? N !' ? ° G N ? 4 N q p O V R C9 cn U w u ? N U m p S- I S- 7 I 4J o t i + r ? r ? i ? o J J c J W A 7 C e O d ?rY ?D pp 8 pp T pp m n pp ?p ? Y ° R O C o 100 M A 4 N U!! luiw ad 1 ? l . i e V z N w _V a LU N a _Z S W {IJ ''Z ry i W N cc ,W,^^ v 14g!a M A q ja sjeo o ju a aiad pp o w 8 d a m ro g o a s. o i a '0 10 41 Ll } g - a ? ro E C V a a a ?n _ C ? 16 E ?O ?D Vf E !` C r ro r ro x a v a ?n v a r w ? U CC U ? i- H U 4 H - - O -P W '7 W ce J J CG O U q V i S I o I d ? E g C E c c p `R C c W ¢ q N p ? R ? ? A to o ? v Ln N a C 7 Li a ? m w a N M 4 a ? c N p a 'A"3 xm N V M g rn c w O 7 ,n g g R .9 P, $ 348ia M A q Ma ui j j uaa gd r E a ? s Z C w W N z z cc W W Z z Z W H W 1 4943 M A q JOS MOO IUO JJad _ g 0 E 4J N co a -? S O v C } - 'a ro 4+ LL aJ w x .o 0 U Y N S 4+ In O r J atf ro _E ro to $ 3 O N E L ro -0 ro ro ]C N V W N V N ^ W f U [E U p H ?- U Z W W 7 W p J C^ 6 v a LL I 8 in I - m R ? pp c w j R N A x O C N ? y N f ro O ? ? I }1 J tl r r IL J d C J . C V E ??o N O . Q d Z O :E . S Y N p tD „ M d'1 r 4 1 h Y in to 8 p 4 pp O ? cp OG O c t0 n a ? ? O C .. 348!a M A q ja u!j iua» ad E ? ' c z (i z C W V W U) a z ac W W Z z W is w c7 C7 O 148i aM A q Ja SJ?eO Z) lw ala d O C N Y N po O n p W p S p O ? i ?pp d O E ++ . V N ro o L a CO w ai z m U ai L L i m c a c S m C J m 3 ?r Q cn E L Ic L r rt r b d V d IA V d r 1y U d' U A F 1- U S W M C W O O J C D ? U 0. LL } - y 9 O I „ d w i v o R C c L ++ p O S >: H In in q u 41 o c C l N 2 a u cg a , w k I >r o 0 W T T T W Y1 - d ? c -j W A 7 O a g V1 p I M 1 4312 M A q Ja uij 1 uaw ad g ^ E 1 ? d x V z vi W U 5 ar W H a z m du W '_z V z w N s W 148' aM A q 1a sje0 3 lu a3la d w M r 2 $ p S $ P E co a • . m .o a z g c l? to o ro a a? C.7 U 0-0 a ?P _ O (D 4? LO O H of A E q to P J $ r # O u7 E 6 S ro r ? ]G W U dJ vl w g v? v a r r v x w ? u5 w 7 w ?--? b N ' O o J C U a ? 8 , ? N a, e o d E I ? d NN ?n ? C Q1 O 3 C O w-- ? N ? U 7? V1 r 41 r v rn ? v 0. J d C - J J J Y w rn g c .? v ' 1 43[a M 1(q Jau ij 1 uaaJ ad ^ E ' a 4 x V z w v ac w _Z w w Z 0 z w N w 0 l4g! aM A q la sJeO D Iu aaJa d O ? ry m r° ? ? n° ? ? $ N a E d 1 4 w ro a -c ? N n s $ c . W m ro J L . 4 a z a U w m ? CD rn w -0 U CD ? 0 dJ }? U') 0 E L ro L Y d V d N V w y r W ? U C U A r I- U 2 W r ?] W y? o O J o J C U C ly I a ,~ 8 N d ? o W E i R ? F c Y ? S a+ ?n ? v 4 C 10 N z + Za v m e c H w a ro J a P J J J V L AJ ? N t - - - ? * O - i - - - - - - - - 4'Y a p ? a t n ? M pp O1 pp OD p f. ? n ? p ? 66 N ? C ^ 3 481a M F q ja uid j uaoj ad E a 1 Z N W U I' tu W N z Z tr W W Z W N rW V 1 49fa M Aq JOS MOO luaa 3lad O O h aa ? Y ? o ?P n p m p ? p S .... e f _ g E? a N ? A ro o ? ro +? Cti a z 'o N ? U ? O d 'L7 d to r o 4- V 41 LO rt D cc C w J 1 l 3 O vl E L se lC r ?a (.) G1 W ? y 4' U O M U W W 7 W O N q U d 4 N I • 6 y o R E ai U g cd R Z C F E ? A N U O Cy CA 4 aR N h v E N W 7 O p J d ? p J J e O -t LO N 4 ' N Y p Q 9 taf ? S pp O p ? p ? n ? m ry ? C ? q 3 A m 14 1 0M q ja uy luao jad E ' a ¢ x d z W V 7 cc {L _Z M W W Z_ Z W H cc W 0 WRI aM A q ia sjeo :) {u a aia d ° ? ? 1°•/ K ? pp ?C n° pp O1 po OI ? n _ . . O C C N Ip a ? s Lo Z o s o r s a ro ? + ? g . m ac .a U m L i ? i 0 1 -H 0 4? u1 ° ° J ro M ko # •r 3 C. N E L ro I.- 10 - 10 d U d 1%) U w ? r? LaJ C1 d U p 1-? F U z 1,.1 .. w ? w o J IX w t1 d LL S 4 8 I ? a ? E 4 C A o a O C N ? ? ? h u _ a? x V y] 1 7 N PI 16 L 4 b a r J i ? J 0 0= m o x? o - H 4 ! _ In g - - - - - - - - t e ' - - - -- - - 01 ? Y? ? N ? 1°.1 N C d NU M A q ja uw j waal ad E ' ? Q d z y w U W z CC w 1t! a Z 41 fA CC to C9 (5 rc O 148} aM (q j asjeo :) su a3ja d 0 E y ? 4 ? o a s. a s v o a s a Lo 4J 41 LO N m a ? w 4 F 'p S- E r b hi! C? U d V7 CJ ? U D F W .. O V 4 CL a 8 ? I L^ in I R .Q V N_ ?^ N b " G P C c ? x N A .Q 1 x rn 0 o J b -- - 4 7 T - - - - - w M J a o _ J J J W ` a ?N a 'o M 4 O L? N 8 pp P n p ° 0 CD 0 p F o« p po 3 43Ia M lq JaW j j ua3/a d a N E ' a ? x I z' E s V Z /wV Q w H _Z cc w z_ Z w H w _V Q 143'a M F q Ja sJeo o lu aaJad I p E as vi m f N N -. O ? .Q i O $ i C1 a x ?a Q U Ol 3 L i i. rn [a a a CD I `" E i ri L ro r ro lz N U a N U a r W E V P4 V d r ? Z w .. N O O _J J C' p U a y., 8 + '" R ? p E _ N N N u Z Ln Ln O C :F N G! h A _A ? t7 U ? N u O N i c I ? O1 J b d Y N J CL G ? ? J Y W W W p V ' $ c• f n ' N 8 p $ c CG ?. n b °w a c er N PO M A q Ja uij l uaoJ ad c? E ' ? d 2 z Z C W ' C1 7 w U) z ' cc a W W a_ z W N ir ' WR _V Q 1 34318 M G q JO WO O Iua >Jad _ g 0 E H ro V CO 4J lj? a? s ro _ v a a a to as ai UD c ea b E 'u UD R r% co Y d U d N V 41 ? W "c U a: V O H H U 2 W r O i W fW O J P4 C5 u V d lJL I t S _ • a 8 I r i N ? y C y cw E ¢ ul E c c 0 r x r in ? d r , A ? ? c7 v, v t R p C N N U G Cd N - Y ? ? a ? J d d a - J J c J w a ?, 0 oe « A 'o 0 ? X a CD )OR M A q Ji Yij 3 UQ* " ? N C ? G V z M 4N V w N Z x W W 'Z V Z w N C WR V a 0 44812 M 1( q ias veo: ) lua »ad O E d ? Itl A a L N •r O A i ? G i d a S la ? s rn O U d b tl lp G J elf ro E ? ? 3 r ? O M E i m L ro r ro ?c a v a N U d ? W •E 41 0.' U ? M ? U 2 W W 7 W .-.1 ce J O u a li I ° $ ci z i a $ I N I y a v ? E LL a R ? p O y ¦ H A z v+ f!i ? N E - v y y [J C y O S- ? A a i 0 0. ] M ' d J c _ F yJJ A B € N cr " c 2 N N p j^ ? y ?+ co (h S p p p p 1481a M R q Ja YI,q juaoi ad N 1 a ? S W 7 W N Z 1 z cc W W V LU W (n a Lui 0 f _V Q 14910 M A q Ja sJeo 3 3u0 31ad ? g s" S. fA ? O 5,- S a s. ? al o y .o ? LL S W b f fp x o °> d +' rrl J ? 'r 3 4 ? r rtf v v fn of r w c.l a U v i- • U W p w O W C p q LL ? f7 g ? N N c °' c E _ N C C fU o r ' S a N LL x u,uf ? a A N y 0 f ll U 4J c ? D U 3 ?? O W N L ? b O N 41 o ? t Q? a-+ • J ? b ? Yry J i f - J c a 'g fr * 'o o Zg e d ' 40 It! Q v ° f7 g 3481a M A q ja uij j uaw ad cm, E ' x V Z H W U 5 cc W N Z Q W W Z W N cc /W 'Vrt V O 1 48ia M. Aq Jas i¢o3 3ua Uad O ° ? M r q ? n° ? $ g w i $ 0 E N ro a -c yl O i p b i ? C Q ? ? a m + w m x ro i L i 07 o` m LO ? V +? a o CD G a ro E c 3 3 0 i r- ro ? ro Y tlJ U d N $ U C U A r ?- U a w W ? w o ? cc q V d li -- s a i w a v ? ? E c c c v_ o z .- A N 7 N A V H C U i N ? N I t a I N o ? a ? d r a d O J _ C J v c z o ? N s ? n ? M 7 m N 8 S O ? ' p ` b ? p $ o ? ? N ? p •.• r a 348i aM M Fq j 1 auid luao aad r E N' a ? x V z eoi W U F. CC w fA Z cc. w W Z z w W cc w ,0 V a 0 3481a M R q ja saeo o 7ua wad a E H N ?p i Va] :r h D i a c a ro +3 w ? w x ro m - ? a ? v a 'o w Ue 3 E ° 3 0 ? E i ro ? ? ro Y d V N In ID U w "? V C c } C F^ r ca z w ° w ? w J C co V 4 ?a. i E zi" -IR tn p ? N ' q w r n i n " c G ~ E ?R 0 (n x u ? N U N N ? L O ? d d J _e J w 6 s x 'o rn ? ? o . co u-? g 441!a M A q N u!! iW*i ad 8 w E a a x NPDES REPORT S awe a world of Solutions' February 23, 2011 Ms. Yanisa Angulo, M.E., P.E. Program Manager Florida Department of Environmental Protection, Southwest District Industrial Wastewater Section 13051 N. Telecom Parkway Temple Terrace, Florida 33637-0926 Re: Application for a Generic Permit for Groundwater Discharges from a Petroleum Contaminated Site Notice of Intent Reclaimed Water Main Installation Right-of-Way Along Edgewater Drive and Sunset Point Road Clearwater, Pinellas County, Florida Dear Ms. Angulo: Shaw Environmental, Inc. (Shaw) is submitting this Notice of Intent (NOI) to discharge recovered groundwater in accordance with the general National Pollutant Discharge Elimination System (NPDES) Permit for short-term discharge of produced groundwater from an adjacent petroleum-contaminated site. Shaw had been contracted by the City of Clearwater to assess the potential for the presence of petroleum impacted soil and groundwater at an adjacent petroleum contaminated facility prior to planned dewatering operations for the installation of a reclaimed water main along portions of Edgewater Drive and Sunset Point Road. The adjacent facility is a former gasoline station (Chevron) located within Section 3 of Township 29 and Range 15, at latitude N 270 59'26.3892" and longitude W 820 47'43..004". The site's location is shown on a United States Geological Survey topographic map, Figure 1. The Florida Department of Environmental Protection (FDEP) facility identification number for the adjacent former Chevron gasoline station is 8515253. The site was deemed eligible for the Early Detection Incentive (EDI) program in 1983 and it was rescored in 2007 with a score of 31. Information from the 2007 rescoring document indicates that petroleum-contaminated groundwater does exist on the site. The groundwater flow direction is presumed to be to the west towards Clearwater Harbor, which is located approximately 175 feet to the west of the site and depth to groundwater is approximately 5 feet below land surface (ft bls). Information provided by the City of Clearwater revealed that a reclaimed water main is to be installed along portions of Edgewater Drive and Sunset Point Road. Thus, groundwater recovery, treatment, and discharge in accordance with the generic permit for short-term discharge from a petroleum-contaminated site are required. Shaw collected two groundwater samples from two temporary wells (MW-1 and MW-4) installed in the right-of-way on December 28, 2010 and January 3, 2011, and analyzed the sample for Table 4 725 US HIGHWAY 301 SOUTH TAMPA, FL 33619-4349 MAIN 813-.626-.2336 • FAX 813.626.1663 1 Ms. Yanisa Angulo ' February 23, 2011 Page 2 ' constituents as required by the Permit for the Discharge of Produced Groundwater from any Petroleum- Contaminated Site Activity, including: total organic carbon (TOC), hydrogen-ion concentration (pH), total an metals (cadmium, chromium, copper, lead, zinc), total mercury by EPA Method 1631 E, EPA Method 8260 for ' benzene, and naphthalene The location of the temporary wells from where the samples were collected is shown on f=igure 2. The coastal water screening values for NPDES permit limits can be used for this site due to the close proximity of this site to St. Joseph's Sound per a phone conversation with Ms. Mauryn McDonald, permitting engineer, Industrial Wastewater Section of the FDEP on February 3, 2011. Analytical results from the December 28, 2010 and January 3, 2011, sampling events for MW-1 indicated that TOC and benzene exceeded NPDES permit limits, as shown in Table 1. Copper, low level mercury and naphthalene were detected in the groundwater sample analyzed from MW-1, but did not exceed their applicable Groundwater Cleanup Target Levels (GCTLs) or NPDES permit limits. Low level mercury was detected in the groundwater sample analyzed for MW-4, but it did not exceed its applicable Groundwater Cleanup Target Levels (GCTLs) or NPDES permit limits. Because TOC exceeded the NPDES permit limits in groundwater sample collected from MW-1, the sample was also analyzed for the naturally occurring high TOC list of parameters as provided in ' Chapter 62-520 and 62-550, Florida Administrative Code (FAC). Benzene was detected at a concentration of 18 ug/I in the groundwater sample collected from MW-1 which exceeds it NPDES permit limit and GCTL of 1 ug/I. Ethylbenzene, total xylenes, naphthalene, 1-methylnaphthalene, 2- methylnaphthalene and total recoverable petroleum hydrocarbons (TRPHs) were detected at concentrations below their respective GCTLs for the analysis of the groundwater sample collected from MW-1. All other constituents from the naturally occurring high TOC list were non detect. Results of the TOC list of parameters for the groundwater sample collected from MW-1 are provided in Table 2. Copies of the laboratory reports are provided in Attachment A. ' Dewatering and treatment operations for this site will consist of recovering groundwater by a series of well points or mud pumps. The recovered groundwater will be treated using bag filters, and activated carbon and/or other adsorbent and filter media as needed prior to discharge as depicted on Figure 2. The estimated duration of dewatering activities for these utility installations is approximately 30 days. Based on guidance from the Generic Permit for the Discharge of Produced Groundwater from any ' Petroleum-Contaminated Site Activity, as provided in Ch 62-621.300(1), FAC, Shaw proposes to analyze the treatment system effluent for benzene, naphthalene, total lead, and pH on a daily basis if the discharge will occur less than 7 days, or once every 7 days if discharge will extend between 7 and ' 30 days. In addition, the volumetric flow rate from the treatment system will be monitored continuously using a totalizing flow meter. N:1MG%T8D. Cdy of Clearwater EdgemberVVeler Main NPOESICNPDESNOW211 REVA00 Ms. Yanisa Angulo February 23, 2011 Page 3 The construction along the Edgewater Drive/Sunset Point Road area will begin Spring 2011. A check for , $100.00, payable to the FDEP, is enclosed to cover the permit preparation cost. If you have any questions, please call me at (813) 612-3644 or (813) 545-8596 (cell). , Sincerely, Shaw Environmental, Inc. ' Michael Gonsalves, PG Business Line Manager michael.consalves@shawgM.com Attachments: $900 Check for Permit Preparation Tables Figures Attachment A-Laboratory Analytical Results cc: Shaw Project File N--VA(' 7 O, CAy of Clearwater Edgewater Water Main NP0ESICNPOESNO4 W1I REV-d- TABLES d V J z a W a M O tW J to d N -0 M 7 0 N O C A pip 2 O 0 C) d ?V) Z d-a ? as .. m 0- L •? W O LL t3) 0. O G Q ® U- L) O Z cl: (l16d) 809b8 W3 6q au01e414dON co ° (l/6„) 80928 t/d3,Kq auazua8 r r N ? (116w) Dom Vd3 m co M co q u0gje0 alueSjo la;ol z E us VOL W3 Aq Hd z a° v ccq to (D cri m m tinojaW lanai 0 co 0 s -Mal 3juaig qgl o 0 0 0 ' r . . --. . ?. _. ,... _ . N M m . . ._ _. . - .. .- tinaaaW N C ° LO IN LU IaAal-MOl o 0 aulz Ie;O1 ° °a a a Z) a Uri to J D c peal 18401 a aeddo01e;01 $ N m o N N m ,tunlLuOJ40 MOM °° ,a a D a cn M 0 H wnlwpe01e;01 10 a 0 ? 0 N N m ,? o aS ? N N m E U VJ o r N w c.9 CL Z w 2 m ? N Q E J LL m C o a n? o Ip y L , E y Co w E fn ! O = C c? CL o Qn J 0 CD ED E cc cu ? .0 P 10 = Y (n C C, N d Qw7 = i C O E T y N 0- R E C U E c o m 0 n $ c o n c o U o?j y Qvo C7 E G a J c c 0 (D Cl II II ::1 N U U) II II M 0Z ZL znvr N O Z 0 m 0, m a TABLE 2 Right-of-Way Along Edgewater Drive and Sunset Point Road Clearwater, Pinellas County, Florida FDEP Facility ID No.: 58-8515253 NATURALLY OCURRING HIGH TOC CHECK LIST PETROLEUM PRODUCTS CONTAMINANTS OF CONCERN CONTAMINANTS OF CONCERN GROUNDWATER CRITERIA (ug/L) MW-1 Collected 12128/10 ANALYTICAL DATA (ug/L PAH's: Acena hthene 20 U Acena hth ene 210 U Anthracene : 2100 U Benzo a anthracene 0.05 U Bez a yrene 0.2** U Benzo b uoranthene 0.05 U Benzo ,h,l a ene 210 U Benzo k fluoranthene 0.5 U Chrysene 4.8 U Diben a,h anthracene 0.005 U Fluoranthene 280 U Fluorene 280 U Indeno 1,2,3-cd ene 0.05 U Meth na hthalene, 1- 28 1.4 Meth na hthalene, 2- 28 1.4 Naphthalene 14 4.4 Phenanthrene 210 U P ene 210 U VOA's- Benzene 1 ** 18 Ethylbenzene 30*. 7.3 Toluene 40** U Kylenes, Total 20** 1 OTHER ORGANICS- Dibromoethane, 1,2- EDB 0.02** U Dichloroethane, 1,2- 3** U MTBE 20 U TRPHs 5,000 622 'As Provided in Chapter 62-520 and 62-550, F.A.C. N.WG%TBO. City of Clearwater "eveter Water Mein NPDE51"o!CNPVE$NMM11 Chevvron it&Qds T2High TOCUt FIGURES r I 00 M M Q zi a[ REFERENCE: 7.5 MINUTE U.S.G.S. TOPOGRAPHIC QUADRANGLE MAP, CLEARWATER. FLORIDA, DATED 1999. SCALE 0 2,000 4,000 FEET FIGURE I SITE LOCATION MAP INSTALLATION OF RECLAIMED WATER LINE ROW ALONG EDGEWATER DRIVE AND SUNSET POINT ROAD CLEARWATER, FLORIDA PREPARED FOR CITY OF CLEARWATER CLEARWATER, FLORIDA Sha ow Environmental, Inc. CA I CO r7 r7 C] LEGEND: GROUNDWATER SAMPLE LOCATION SCALE 0 60 120 FEET FIGURE 2 GROUNDWATER SAMPLE LOCATION MAP INSTALLATION OF RECLAIMED WATER LINE ROW ALONG EDGEWATER DRIVE AND SUNSET POINT ROAD CLEARWATER, FLORIDA PREPARED FOR CITY OF CLEARWATER CLEARWATER, FLORIDA ShawShow Environmental. Inc. ATTACHMENT A Laboratory Analytical Reports SUMMIT ENVIRONMENTAL TECHNOLOGIES, INC. Analytical Laboratories LABORATORY REPORT Client Accutest Laboratories 4405 Vineland Road Suite C-15 Orlando, FL 32811 Order Number 1100090 Project Number F79037 Issued Monday, January 10, 2011 Total Number of Pages 4 (excluding C.O.C. and cooler receipt form) Approved By : QA Manager NELAC Accreditation #E87688 :Analytical Integrity" • EPA Certified • NELAP Certified 3310 Win Street • Cuyahoga Fails, Ohio 44223 • Phone: 330-253-9211 • Fax. 330-253-4489 Web Site_ www.settek.tom 1 SUMMIT ENVIRONMENTAL TECHNOLOGIES, INC. Analytical Laboratories Report Narrative Client: Accutest Laboratories order Number: 11.00090 1 3 No problems were encountered during analysis of this order number, except as noted. Data Qualifiers: B = Analyte found in the method blank J = Estimated concentration of analyte between MDL (LOD) and Reporting Limit (L0Q) C = Analyte has been confirmed by another instrument or method E = Analyte exceeds the upper omit of the calibration curve. D = Sample or extract was analyzed at a higher dilution X = User defined data qualifier. S - Surrogate out of control limits U = Undetected a = Not Accredited by NELAC ND = Non Detected at LOQ DF = Dilution Factor Limit Of Quantitation (1-00) =* Laboratory Reporting Limit (not adjusted for dilution factor) Limit Of Detection (LOD) = Laboratory Detection Limit Estimated uncertainty values are available upon request. Matrices: A = Air C = Cream DW - Drinking Water E L = Liquid p=Oli SL = Sludge I SO = Soil S = Solid T = Tablet j TC = TCLP Extract WW = Waste Water iW-Wipe The test results meet the requirements of the NELAC standard, except where noted. The information contained in this analytical report is the sole property of Summit Environmental Technologies, Inc. and that of the client. It cannot be reproduced in any form without the consent of Summit Environments! Technologies, Inc. or the client for which this report was issued. The results contained in this report are only representative of the samples received. Conditions can vary at different times and at different sampling conditions. Summit Environmental Technologies, Inc, is not responsible for use or Interpretation of the date included herein. "Analytical Integrity" - EPA Certified • NELAP Certified 3310 win Street • Cuyahoga Falls, Ohio 44223 a Phone: 330-253.8211 - Fax. 330-253-4489 Web Site: www.settek.coni U yy U ? ro N ? O W 0 W c? Q x Nr? Fw^ ? a L W o a .JI d 1l ? oo q OI .? L71 .? ,E d? Li a W Z H CI ? ty C O7 _ w A P1 SI N J ? N u7 N O d G O F a N N 70 = o v ? ? n O Ui O o rn N A LL p P p b c $ C .-? a? Fl N ?7 s" C 11 f+ SUMMIT ENVIRONMENTAL TECHNOLOGIES, INC. Analytical Laboratories QA/QC Report Analysis: LL Hg Method: 1631 Date of Analysis: 01 /08/2011 Parameter Spiked cone n 1 Recovered conc. Blank 1 -- % LCS Recove 5.0 5.19 % MS Recove 25 23.1 % MSD Re cove 25 22.1 % RPD - Spiked Sample ID: 1100116-03 Spiked Sample results (ng/l) =ND Prep Batch ID=2815 Prep Batch date: 01/07/2011 Run Batch:LLHg010811 % Recovery I Limits c0.183 --- 103.8 77-123 92.4 71-125 88.4 71-15 2 4.44 .0-24 "Analytical Integrity" - EPA Certified - NELAP Certified 3310 Win Street - Cuyahoga Falls, Ohio 44223 • Phone: 330-253.8211 - Fax: 330-253-4489 Web Site; www.settek.carn Sout ?A4L ccuT- Technical Report for Shaw E & I, Inc. City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Accutest Job Number: F78967 Sampling Date: 12/28/10 Report to: E & I, Inc Laura.Herron@shawgrp.com ATTN: Laura Herron Total number of pages in report: 75 ??o`?eu ?p AccoR?ac? a a. s Test results contained within this data package meet the requirements Harry Behzadi, Ph.D. of the National Environmental Laboratory Accreditation Conference Laboratory Director and/or state specific certification programs as applicable. Client Service contact: Sue Bell 407-425-6700 Certifications: FL (DOH E83510), NC (573), NJ (FL002), MA (FL946), IA (366), LA (03051), KS (E-10327), SC, AK ' This report shall not be reproduced, except in its entirety, without the written approval of Accutest Laboratories, Test results relate only to samples analyzed. Southeast • 4405 Vineland Road - Suite C-15 • Orlando, FL 32811 • tel: 407-425-6700 • fax: 407-425-0707 • http://www.accutest.com 1 ¦¦ 1 of 75 Accutest Laboratories is the sole authority for authorizing edits or modifications to this ACCLJTES document. Unauthorized modification of this report is strictly prohibited. F78967 e-Hardeopy 2.4 Automated Report ¦¦ E ACCUTEST LABORATORIES March 16, 2011 Mr. Laura Herron Shaw Environmental, Inc 725 US Hwy 301 S Tampa, FL 33619 RE: Accutest job F78967 Reissue Dear Ms, Herron, The final report for job number F78967 has been edited to reflect requested corrections. These edits have been incorporated into the revised report. Per Ms. Herron, the project name should be City of Clearwater: Edgewater Drive and Sunset Point Road. Please feel free to contact us if we can be of further assistance. Sincerely, Accutest Laboratories, SE Florida 14405 Vineland Road ? Suite C-15 ? Orlando, FL 32811 ? tel: 407 425.6700 ? fax: 407 425-0707 ? htpp:/,www,accutestcom am 2 of 75 N ACCUTEST. F78987 Table of Contents -1- Sections: Section 1: Sample Summary ................................................................................................... 4 Section 2: Sample Results ........................................................................................................ 5 2.1: F78967-1: SB1-2 .......................................................................................................... 6 2.2: F78967-2: MW-l .......................................................................................................... 12 2.3: F78967-3: MW-4 .......................................................................................................... 18 Section 3: Misc. Forms ..............•----•.•----••----............................................................................ 24 3.1: Chain of Custody ........................................................................................................... 25 Section 4: GC/MS Volatiles - QC Data Summaries .............................................................. 28 4.1: Method Blank Summary ................................................................................................ 29 4.2: Blank Spike Summary ................................................................................................... 32 4.3: Matrix Spike/Matrix Spike Duplicate Summary ........................................................... 35 Section 5: GC Volatiles - QC Data Summaries ....................... 5.1: Method Blank Summary ................................................................................................ 39 5.2: Blank Spike Summary ................................................................................................... 41 5.3: Matrix Spike/Matrix Spike Duplicate Summary ........................................................... 43 Section 6: GC Semi-volatiles - QC Data Summaries .................... 6.1: Method Blank Summary ................................................................................................ 46 6.2: Blank Spike Summary ................................................................................................... 51 6.3: Matrix Spike/Matrix Spike Duplicate Summary ........................................................... 55 Section 7: Metals Analysis - QC Data Summaries ................................................................ 59 7.1: Prep QC MP19756: Cd,Cu,Pb,Zn .................................................................................. 60 7.2: Prep QC MP19763: Cd,Cu,Pb,Zn .................................................................................. 66 Section 8: General Chemistry - QC Data Summaries .......................................................... 72 8.1: Method Blank and Spike Results Summary .................................................................. 73 8.2: Duplicate Results Summary .......................................................................................... 74 8.3: Matrix Spike Results Summary ..................................................................................... 75 I ¦¦ 3 of 75 F78967 °""' I Accutest Laboratories Sample Summary Shaw E & 1, Inc. Job No: F78967 City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample Collected Matrix Client Number Date Time By Received Code Type Sample ID F78967-1 12/28/10 12:35 MMLL12/29/10 SO Soil SB1-2 F78967-2 12/28/10 12:10 MMLL12/29/10 AQ Ground Water MW-1 F78967-3 12/28/10 13:50 MMLL12/29/10 AQ Ground Water MW4 Soil samples reported on a dry weight basis unless otherwise indicated on result page. ¦¦ 4 of 75 E ACCUTEaT. F78987 I..... I-- Section 2 1 SAUtheb' Sample Results Report of Analysis 1 ¦¦ 5 of 75 E ACCUTESI F76967 `..°°?T° Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: SB1-2 Lab Sample ID: F78967-1 Date Sampled: 12/28/10 Matrix: SO - Soil Date Received: 12/29/10 Method: SW846 8260B Percent Solids: 90.6 Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 G0069830.1) 1 01/04/11 MM n/a n/a VG2618 Run #2 G0069829.1) 1 01/04/11 MM n/a n/a VG2618 Initial Weight Final Volume Methanol Aliquot Run #1 6.81 g Run #2 6.64 g 5.0 ml 100 ul Purgeable Aromatics, MTBE, Naphthalene CAS No. Compound Result PQL MDL Units Q 71-43-2 Benzene 3.1 4.1 1.2 ug/kg I 108-88-3 Toluene 0.97 U 4.1 0.97 ug/kg 100-41-4 Ethylbenzene 6.1 4.1 0.81 ug/kg 1330-20-7 Xylene (total) 3.1 12 2.6 ug/kg I 1634-04-4 Methyl Tert Butyl Ether 1.6 U 4.1 1.6 ug/kg 91-20.3 Naphthalene 261 a 230 93 ug/kg 107-06-2 1,2-Dichloroethane 0.81 U 4.1 0.81 ug/kg CAS No. Surrogate Recoveries Run# I Run# 2 Limits 1868-53-7 Dibromofluoromethane 99% 91% 80-121% 2037-26-5 Toluene-D8 96% 96% 71-130% 460-00-4 4-Bromofluorobenzene 85% 85% 59-148% 17060-07-0 1,2-Dichloroethane-D4 104% 105% 77-123% (a) Result is from Run# 2 U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range I = Result > = MDL but ¢ PQL J = Estimated value V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 6 of 75 N ACCUTF-S-r F78967 `"'°..-... Accutest Laboratories N Report of Analysis Page I of 1 Client Sample ID: 5131-2 Lab Sample ID: F78967-1 Date Sampled: 12/28/10 Matrix: SO - Soil Date Received: 12/29/10 Method: SW846 8011M SW846 8011 M Percent Solids: 90.6 Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF #1 DD58840.D 1 #2 Analyzed By Prep Date Prep Batch Analytical Batch 01/03/11 NMC 01/03/11 OP35581 ODD 1747 ' Initial Weight Final Volume ' n#1 5.06g 2.0 ml in #2 CAS No. Compound 106-93-4 1, 2-Dibromoethane CAS No. Surrogate Recoveries 460-00-4 4-13romofluorobenzene U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range Result PQL MDL Units Q ' 0.076 U 0.23 0.076 ug/kg Run# 1 Run# 2 Limits ' 96% 73-131% I = Result > = MDL but < PQL J = Estimated value , V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 7 of 75 ? , F78967 `"'e""" Accutest Laboratories Report of Analysis N Page I of 1 Client Sample ID: S131-2 Lab Sample ID: F78967-1 Date Sampled: 12/28/10 Matrix: SO - Soil Date Received: 12/29/10 Method: SW846 8310 SW846 3550B Percent Solids: 90.6 Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 AA058692.D 1 01/03/11 KL 12/30/10 OP35566 GAA2346 Run #2 Initial Weight Final Volume Run #1 30.4g 5.0 ml Run #2 Polynuclear Aromatic Hydrocarbons CAS No. Compound 83-32-9 Acenaphthene 208-96-8 Acenaphthylene 120-12-7 Anthracene 56-55-3 Benzo(a)anthracene 50-32-8 Benzo(a)pyrene 205-99-2 Benzo(b)fluoranthene 191-24-2 Benzo(g,h,i)perylene 207-08-9 Benzo(k)fluoranthene 218-01-9 Chrysenc 53-70-3 Dibenzo(a,h)anthracene 206-44-0 Fluoranthene 86-73-7 Fluorene 193-39-5 Indeno(1,2,3-cd)pyrene 91-20-3 Naphthalene 90-12-0 I -M ethylnaphthalene 91-57-6 2-Methylnaphthalene 85-01-8 Phenanthrene 129-00-0 Pyrene CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl 92-94-4 p-Terphenyl Result PQL MDL Units Q 150 U 360 150 ug/kg 150 U 360 150 ug/kg 150 U 360 150 ug/kg 9.1 U 360 9.1 ug/kg 9.1 U 36 9.1 ug/kg 9.1 U 36 9.1 ug/kg 9.1 U 36 9.1 ug/kg 9.1 U 36 9.1 ug/kg 73 U 360 73 ug/kg 9.1 U 36 9.1 ug/kg 73 U 360 73 ug/kg 150 U 360 150 ug/kg 9.1 U 36 9.1 ug/kg 150 U 360 150 ug/kg 73 U 360 73 ug/kg 73 U 360 73 ug/kg 150 U 360 150 ug/kg 73 U 360 73 ug/kg Run# I Run# 2 Limits 97% 46-144% 95% 61-139% U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range I = Result > = MDL but < PQL J = Estimated value V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 8 of 75 N ^UCUTEST. F78967 .... --- Accutest Laboratories Report of Analysis 1 N Page I of I Client Sample ID: SB1-2 Lab Sample ID: F78967-1 Date Sampled: 12/28/10 Matrix: SO - Soil Date Received: 12/29/10 Method: FLORIDA-PRO SW846 3510C Percent Solids: 90.6 Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch in 91 OP89243.D 1 01/03/11 FEA 12/30/10 OP35567 GOP2326 in #2 Initial Weight Final Volume , in #1 29.9g 1.0 Ml in #2 CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl Result PQL MDL Units Q 7.38 9.2 5.5 mg/kg I Run# 1 Run# 2 Limits 79% 47-111% U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range 1 1 1 r I = Result > = MDL but < PQL J = Estimated value ' V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 9 of 75 N AMmu-reamf F78967 " Accutest Laboratories Report of Analysis N Page I of 1 Client Sample ID: S131-2 Lab Sample ID: F78967-1 Date Sampled: 12/28/10 Matrix: SO - Soil Date Received: 12/29/10 Percent Solids: 90.6 Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Cadmium 0.045 U 0.18 0.045 mg/kg 1 01/03/11 01/03/11 RS SW846 6010C 1 SW846 3050B 2 Copper 0.41 I 1.1 0.090 mg/kg 1 01/03/11 01/03/11 RS SW846 6010C 1 SW846 3050B 2 Lead 0.611 0.90 0.045 mg/kg 1 01/03/11 01/03/11 RS SW846 6010C 1 SW846 3050B 2 Zinc 0.761 0.90 0.23 mg/kg 1 01/03/11 01/03/11 RS SW846 6010C 1 SW846 3050E 2 (1) Instrument QC Batch: MA8618 (2) Prep QC Batch: MP 19763 PQL = Practical Quantitation Limit U = Indicates a result r MDL MDL = Method Detection Limit I = Indicates a result > = MDL but ¢ PQL ¦¦ 10 of 75 ACCUTEST. F76967 N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: S131-2 Lab Sample ID: F78967-1 Date Sampled: 12/28/10 Matrix: SO - Soil Date Received: 12/29/10 Percent Solids: 90.6 Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL General Chemistry Analyte Chromium, Hexavalent Solids, Percent Total Organic Carbon pH Result PQL MDL Units DF 1.0 U 2.0 1.0 mg/kg 1 90.6 % 1 5791 1100 550 mg/kg 1 9.74 su 1 Analyzed By Method 01/04/11 13:55 TC SW846 3060A/7196A 12/30/10 TC SM19 254OG 01/10/11 14:47 AR SW846 9060A MOD 12/29/10 TC SW846 9045D ' 1 PQL = Practical Quantitation Limit MDL = Method Detection Limit U = Indicates a result < MDL I = Indicates a result > = MDL but < PQL ¦¦ 11 of 75 ¦ ACCUTES? F78967 `"'OP"T Accutest Laboratories Report of Analysis N N Page 1 of 1 Client Sample ID: MW-1 Lab Sample ID: F78967-2 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Method: SW846 8260B Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 B072736.D 1 01105111 AJ n/a n/a VB2991 Run #2 B072765.D 1 01/06/11 AJ n/a n/a VB2992 Purge Volume Run #1 5.0 ml Run #2 5.0 ml Purgeable Aromatics, MTBE, Naphthalene CAS No. Compound Result PQL MDL Units Q 71-43-2 Benzene 18.0 1.0 0.20 ug/l 108-88-3 Toluene 0.20 U 1.0 0.20 ug/1 100-41-4 Ethylbenzene 7.3 1.0 0.20 ug/l 1330-20-7 Xylene (total) 1.0 3.0 0.52 ug/l 1 1634-04-4 Methyl Tert Butyl Ether 0.34 U 1.0 0.34 ug/1 91-20-3 Naphthalene 6.3 a 5.0 1.0 ug/l 107-06-2 1,2-Dichloroethane 0.20 U 1.0 0.20 ug/l CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 104% 105% 87-116% 17060-07-0 1,2-Dichloroethane-D4 102% 100% 76-127% 2037-26-5 Toluene-138 95% 96% 86-112% 460-00-4 4-Bromofluorobenzene 100% 102% 84-120% (a) Result is from Run# 2 U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range I = Result > = MDL but < PQL J = Estimated value V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 12 of 75 ? ACCtJTEST F78967 ,."°°° "°°'°° N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-1 Lab Sample ID: F78967-2 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Method; EPA 504.1 EPA 504.1 Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF #1 DD58854.D 1 #2 Analyzed By Prep Date Prep Batch Analytical Batch 01/04/11 NMC 01/04/11 OP35589 GDD1748 I Initial Volume Final Volume ' n #I 37.9 ml 2.0 ml n #2 CAS No. Compound 106-93-4 1,2-Dibromoethane CAS No. Surrogate Recoveries 460-00-4 4-Bromofluorobenzene Result PQL MDL Units Q ' 0.0092 U 0.018 0.0092 ug/l Run# 1 Run# 2 Limits ' 94% 63-137% U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range 1 1 1 1 1 I = Result > = MDL but < PQL 7 = Estimated value V = Indicates analyte found in associated method blank ' N = Indicates presumptive evidence of a compound 1 ¦¦ 13 of 75 ¦ ACCUTES F78967 `"'°a"'° ? ' N N Accutest Laboratories Report of Analysis Page 1 of 1 ¦ ".lient Sample ID: MW-1 ,ab Sample ID: F78967-2 Date Sampled: 12/28/10 latrix: AQ - Ground Water Date Received: 12/29/10 Rehod: SW846 8310 SW846 3510C Percent Solids: n/a 'roject: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 a AA058708.1) 1 01/04/11 KL 12/30/10 OP35560 GAA2347 Run #2 Initial Volume Final Volume Run #1 1050 ml 1.0 ml Run #2 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 84-15-1 o-Terphenyl 86% 43-121% 92-94-4 p-Terphenyl 80% 30-122% (a) All hits confirmed by spectral match using a diode array detector. Polynuclear Aromatic Hydrocarbons CAS No. Compound Result PQL MDL Units Q 83-32-9 Acenaphthene 0.76 U 1.9 0.76 ug/l 208-96-8 Acenaphthylene 0.76 U 1.9 0.76 ug/1 120-12-7 Anthracene 0.76 U 1.9 0.76 ug/1 56-55-3 Benzo(a)anthracene 0.038 U 0.19 0.038 ug/l 50-32-8 Benzo(a)pyrene 0.038 U 0.19 0.038 ug/l 205-99-2 Benzo(b)fluoranthene 0.038 U 0.19 0.038 ug/l 191-24-2 Benzo(g,h,i)perylene 0.038 U 0.19 0.038 ug/l 207-08-9 Benzo(k)fluoranthene 0.038 U 0.19 0.038 ug/l 218-01-9 Chrysene 0.38 U 1.9 0.38 ug/l 53-70-3 Dibenzo(a,h)anthracene 0.038 U 0.19 0.038 ug/l 206-44-0 Fluoranthene 0.38 U 1.9 0.38 ug/l 86-73-7 Fluorene 0.76 U 1.9 0.76 ug/l 193-39-5 Indeno(1,2,3-cd)pyrene 0.038 U 0.19 0.038 ug/l 91-20-3 Naphthalene 4.4 1.9 0.76 ug/l 90-12-0 1-Methy1naphthalene 1.4 1.9 0.38 ug/l I 91-57-6 2-Methylnaphthalene 1.4 1.9 0.38 ug/l I 85-01-8 Phenanthrene 0.76 U 1.9 0.76 ug/l 129-00-0 Pyrene 0.38 U 1.9 0.38 ug/l U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range I = Result > = MDL but r PQL J = Estimated value V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound f¦ 14 of 75 N ACCUTEST F78967 .... -'°.... Accutest Laboratories Report of Analysis 1 N Page 1 of I Client Sample ID: MW-I Lab Sample 1D: F78967-2 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Method: FLORIDA-PRO SW846 3510C Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch an #1 IJ72819.D 1 01/03/11 FEA 12/30/10 OP35564 GIJ2352 1 an #2 Initial Volume Final Volume ' .tn #1 1050 ml 1.0 ml in #2 CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl Result PQL MDL Units Q 0, 622 0.24 0.14 mg/1 Run# 1 Run# 2 Limits 94% 38-122% U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range 1 1 i 1 1 1 1 1 I = Result > = MDL but < PQL J = Estimated value 1 V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 15 of 75 8.GICGUT1FB1 F78967 "'°""'° Accutest Laboratories Report of Analysis N N Page I of I Client Sample ID: MW-1 Lab Sample ID: F78967-2 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Total Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Cadmium 1.0 U 5.0 1.0 ug/1 1 12/30/10 12/30/10 RS SW846 6010C 1 SW846 3010A 2 Capper 3.41 25 10 ug/l 1 12/30/10 12/30/10 RS SW846 6010C 1 SW846 3010A 2 Lead 1.0 U 5.0 1.0 ug/I 1 12/30/10 12/30/10 RS SW846 60100 1 SW846 3010A 2 Zinc 5.0 U 20 5.0 ug/l 1 12/30/10 12/30/10 RS SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA8616 (2) Prep QC Batch: MP19756 PQL = Practical Quantitation Limit U = Indicates a result < MDL MDL = Method Detection Limit I = Indicates a result > = MDL but < PQL ¦¦ 16 of 75 N AMMU-T-Ef=-T. F78967 `.`..wfOg1?? r N Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-1 Lab Sample ID: F78967-2 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL General Chemistry r Analyte Result PQL MDL Units DF Analyzed By Method Chromium, Hexavalent 0.0030 U 0.010 0,0030 mg/1 1 12/29/10 09:15 LE SW846 7196A ' Total Organic Carbon . 16.3 1.0 0.50 mg/1 1 01/07/1119:27 LE SM19 531OB/SW 9060A pH 6.42 su 1 12/29/10 15:30 TC SM 4500H B/SW 9040C 1 r r r PQL = Practical Quantitation Limit MDL = Method Detection Limit U = Indicates a result ¢ MDL ' I = Indicates a result > = MDL but < PQL ¦¦ 17 of 75 E ACMtJ'TESI x78967 .."'O""' Accutest Laboratories Report of Analysis N W Page 1 of 1 Client Sample ID: MW-4 Lab Sample ID: F78967-3 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Method: SW846 8260B Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 B072737.1) 1 01105111 AJ n/a n/a VB2991 Run #2 B072766.13 1 01/06/11 AJ n/a n/a VB2992 Purge Volume Run #1 5.0 ml Run #2 5.0 ml Purgeable Aromatics, MTBE, Naphthalene CAS No. Compound Result PQL MDL Units Q 71-43-2 Benzene 0.20'U 1.0 0.20 ug/1 108-88-3 Toluene 0.20 U 1.0 0.20 ug/l 100-41-4 Ethylbenzene 0.20 U 1.0 0.20 ug/1 1330-20-7 Xylene (total) 0.52 U 3.0 0.52 ug/I 1634-04-4 Methyl Tert Butyl Ether 0.34 U 1.0 0.34 ug/l 91-20-3 Naphthalene 1.0 U a 5.0 1.0 ug/1 107-06-2 1,2-Dichloroethane 0.20 U 1.0 0.20 ug/1 CAS No. Surrogate Recoveries Run# 1 Run# 2 Limits 1868-53-7 Dibromofluoromethane 107% 105% 87-116% 17060-07-0 1,2-Dichloroethane-D4 100% 99% 76-127% 2037-26-5 Toluene-D8 95% 95% 86-112% 460-00-4 4-Bromofluorobenzene 100% 101% 84-120% (a) Result is from Run# 2 U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range I = Result > = MDL but < PQL J = Estimated value V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 18 of 75 H ACCtJTEST F78967 --....... Accutest Laboratories Report of Analysis 1 Page 1 of 1 Client Sample ID: MW-4 Lab Sample ID: F78967-3 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Method: EPA 504.1 EPA 504.1 Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date #1 DD58858.13 1 01/04/11 NMC 01/04/11 #2 1 Prep Batch Analytical Batch I OP35589 GDD174$ Initial Volume Final Volume in #1 38.8 ml 2.0 ml in #2 CAS No. Compound 106-93-4 1,2-Dibromoethane CAS No. Surrogate Recoveries 460-00-4 4-Bromofluorobenzene Result PQL MDL Units Q 0.0090 U 0.018 0.0090 ug/l Run# 1 Run# 2 Limits 92% 63-137% U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range 1 1 1 I = Result > = MDL but < PQL J = Estimated value ' V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ¦¦ 19 of 75 0 ACCUTESI F78967 `"°°"". Accutest Laboratories Report of Analysis N W Page 1 of 1 Client Sample ID: MW-4 Lab Sample ID: F78967-3 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Method: SW846 8310 SW846 3510C Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch Run #1 AA058689.D 1 01/03/11 KL 12/30/10 OP35560 GAA2346 Run #2 Initial Volume Final Volume Run #1 1050 ml 1.0 ml Run #2 Polynuclear Aromatic Hydrocarbons CAS No. Compound 83-32-9 Acenaphthene 208-96-8 Acenaphthylene 120-12-7 Anthracene 56-55-3 Benzo(a)anthracene 50-32-8 Benzo(a)pyrene 205-99-2 Benzo(b)fluoranthene 191-24-2 Benzo(g, h, i)perylene 207-08-9 Benzo(k)fluoranthene 218-01-9 Chrysene 53-70-3 Dibenzo(a,h)anthracene 206-44-0 Fluoranthene 86-73-7 Fluorene 193-39-5 Indeno(1,2,3-cd)pyrene 91-20-3 Naphthalene 90-12-0 1-Methylnaphthalene 91-57-6 2-Methylnaphthalene 85-01-8 Phenanthrene 129-00-0 Pyrene CAS No. Surrogate Recoveries 84-15-1 o-Terpbenyl 92-94-4 p-Terphenyl Result PQL MDL Units Q 0.76 U 1.9 0.76 ug/l 0.76 U 1.9 0.76 ug/1 0.76 U 1.9 0.76 ug/1 0.038 U 0.19 0.038 ug/1 0.038 U 0.19 0.038 ug/l 0.038 U 0.19 0.038 ug/1 0.038 U 0.19 0.038 ug/l 0.038 U 0.19 0.038 ug/1 0.38 U 1.9 0.38 ug/l 0.038 U 0.19 0.038 ug/1 0.38 U 1.9 0.38 ug/l 0.76 U 1.9 0.76 ug/1 0.038 U 0,19 0.038 ug/l 0.76 U 1.9 0.76 ug/l 0.38 U 1.9 0.38 ug/l 0.38 U 1.9 0.38 ug/l 0.76 U 1.9 0.76 ug/l 0.38 U 1.9 0.38 ug/1 Run# I Run# 2 Limits 64% 43-1 21% 65% 30-1 22% U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range I = Result > = MDL but < PQL J = Estimated value V W Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound ME 20 of 75 E ACCUTC=ST. F78967 `"'° Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-4 Lab Sample ID: F78967-3 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Method: FLORIDA-PRO SW846 3510C Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL File ID DF Analyzed By Prep Date Prep Batch Analytical Batch ' n #1 IJ72820.1) 1 01/03/11 FEA 12/30/10 OP35564 GIJ2352 n #2 Initial Volume Final Volume , n #I 1050 ml 1.0 ml n #2 i i CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl Result PQL MDL Units Q 0.14 U 0.24 0.14 mg/l Run# 1 Run# 2 Limits 99% 38-122% U = Not detected MDL - Method Detection Limit PQL = Practical Quantitation Limit L = Indicates value exceeds calibration range 1 1 I = Result > = MDL but < PQL J = Estimated value ' V = Indicates analyte found in associated method blank N = Indicates presumptive evidence of a compound 1 so 21 of 75 ACCUTEtaT? F78967 Accutest Laboratories Report of Analysis M W Page 1 of 1 Client Sample ID: MW-4 Lab Sample ID: F78967-3 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Total Metals Analysis Analyte Result PQL MDL Units DF Prep Analyzed By Method Prep Method Cadmium 1.0 U 5.0 1.0 ug/l 1 12/30/10 12/30/10 RS SW846 6010C 1 SW846 3010A 2 Copper 2.0 U 25 2.0 ug/l 1 12/30/10 12/30/10 RS SW846 6010C 1 SW846 3010A 2 Lead 1.0 U 5.0 1.0 ug/1 1 12/30/10 12/30/10 RS SW846 6010C 1 SW846 3010A 2 Zinc 5.0 U 20 5.0 ug/l 1 12/30/10 12/30/10 RS SW846 6010C 1 SW846 3010A 2 (1) Instrument QC Batch: MA8616 (2) Prep QC Batch: MP19756 PQL = Practical Quantitation Limit U = Indicates a result ¢ MDL MDL = Method Detection Limit I = Indicates a result > = MDL but < PQL ¦¦ 22 of 75 N ACCUTEs;-r F78967 I ..... Al..... Accutest Laboratories Report of Analysis Page 1 of 1 Client Sample ID: MW-4 Lab Sample ID: F78967-3 Date Sampled: 12/28/10 Matrix: AQ - Ground Water Date Received: 12/29/10 Percent Solids: n/a Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL General Chemistry ' Analyte Result PQL MDL Units DF Analyzed By Method Chromium, Hexavalent 0.0030 U 0.010 0.0030 mg/1 1 12/29/10 09:15 LE SW846 7196A 1 Total Organic Carbon 7.8 1.0 0.50 mg/l 1 01/07/11 19:42 LE SM19 5310B/SW 9060A pH 6.68 su 1 12/29/10 15:30 TC SM 4500H B/SW 9040C 1 i 1 1 1 1. 1 1 1 1 PQL = Practical Quantitation Limit MDL = Method Detection Limit U = Indicates a result < MDL I = Indicates a result > = MDL but ¢ PQL ¦¦ 23 of 75 N .ACCUTESTI F78967 `A......"' Section 3 Misc. Forms Custody Documents and Other Forms Includes the following where applicable: • Certification Exceptions • Chain of Custody ¦¦ 24 of 75 F78967 .MMUI . -: d F78967: Chain of Custody 1 Page 1 of 3 1 ¦¦ 25 of 75 ACCUTES? F78967 "'°""T 1 1 1 1 ACCUTEST LABORATORIES SAMPLE RECEIPT CONFIRMATION ACcUTw$rS JOB NUMBER. . f6 CLIENT: S.0 .AI W PROJECT: DATE/MlE RECEIVED: _I 9 "_a "Z Y O o (N M/DD/YY 24:00) NUMBER OF COOLERS RECEIVED: METHOD OF DXI AVERY: FEDEX iJPS Aj MVT ST COi1R= GREYHOUND DELIVERY 01 )3ER AIRBILLNUMBERS: 77- CUSTODY SEAL NOT PRESENT OR NOT INTACT CHAIN OF CUSTODY NOTRECEIVED (Cop ANALYSES REQUESTED IS UNCLEAR OR MISSING SAMPLE DATES OR TIMES UNCLEAR OR MISSING TEMPERATURE C9118RXA NOT MET WET ICE PRESS" TRIP BI.A TfVPORIVIATIDN TRIP SI.ANKPROVIDW TRIP BLANKNOTPROVWED 7 TRIP BLANK NOT ON COC TRIP BLANK INTACT TRIP BLANK NOT INTACT RECEIVED WATER TRIP BLANK RECEIVED SOIL TRIP BLANK C. RMA ON NUMBER OF ENCORES? NUMBER OF 5035 FIELD Km ? NUMBER OR LAB FILTERED METALS ? SUMMARY OF COMMENTS: t-04, S A .K Q .a1- 1-4:Sco ?RATURWWMRMATIO IR THERM ID ( CORR. FACTOR .- O ' Z OBSERVED TEMPS: 3• _-3 !/ c7 NCORRECTIM TEMPS: S& ' SAW_LE IN.MIUAATION SAMPLE LABELS PRESENT ON ALL BOTTLES CORRECT NUMBER OF CONTAINERS USED SAMPLE. RECEIVED IMPROPERLY PRESERVED , CDINT VOLUME FOR ANALYSES DATEWIMI+S ON COC DO NOT MATCH SAMPLE LABEL ID'S ON. CDC DO NOT MATCH LABEL VOC VIALS HAVE B'EADSPACE (MACRO BUBBLES) BOTTXXS RECEIVED BUT ANALYSIS Not REQUESTED X O BOITLXS RECEIVED FOR ANALYSIS REQUESTED UNCLEAR FILTERING OR COMPOSTIING INSTRUCTIONS SAMPLE CONTAINE O) RECEIVED BROKEN % SOLIDS JAR NOT RECEIVED 6035 FIELD KTT FROZEN WITHIN 48 HOUR'S RESIDUAL CHLORINE PRESENT V-MCA¦' * TO EPA S" SERIES OR NORTH CAROLINA ORGANICS). 62e_ f3p- . MW-2_ 1 1- I e-r 0 11 :$ U :?pji d Y r<eei?r~p U r Awt 6EoL k3 3r S M tfAS lp,e fts ETC G .Av. t-. G e n ( N? Lal TECHNICL4NSIGNATUREIDATE _REVIEWERSIGNATURMATE NF 10109 RECEIPT CONFIRMATION 100609 (2).Xls F78967: Chain of Custody Page 2 of 3 0 ¦¦ 26 of 75 w Ammu-raE3T. Job Change Order: F78967_12/29/2010 Requested Date: 12/29/2010 Received Date: 12/2912010 Account Name: Shaw E & I, Inc. Due Date: 1/12/2011 Project Description: City of Clearwater; Cleveland St Deliverable: COMMB CSR: SB TAT (Days): 14 Sample M Change: Per Lab and prior conversation with Laura Herron at F78967-1 Shaw via phone lab logged in for soil: CD, CU, FLPRO, LC8310PAH, PB, PH, TOC, V8011EDB, V6260BTXMN, +12DCA, HexCr, ZN. NO Low Level Hg per LH. SB1-2 Sample #: Change: Per Lab and prior conversation with Laura Herron at F78967-2 Shaw via phone lab logged in for water: CD, CU, FLPRO, LC8310PAH, METDIO, PB, PH, TOC, V504EDB, V8260BTXMN, +12DCA, HexCr, ZN MW-1 Sample Change: Per Lab and prior conversation with Laura Herron at F78967.3 Shaw via phone lab logged in for water: CD, CU, FLPRO, LC8310PAH, METDIG, PB, PH, TOC, V504EDB, V8260BTXMN, +12DCA, HexCr, ZN MW-2 Sample #: Change: Lab did not receive any Low Level Hg vials. Low Level F78967-2 Hg cannot be performed. MW-1 Sample Change: Lab did not receive any Low Level Hg vials. Low Level F78967-3 Hg cannot be performed. MW-2 1 1 Above Changes Lab and prior conversation with Laura Date: 12/29/2010 F78967: Chain of Custody , To Client: This Change Order is confirmation of the revisions, previously discussed with the Accutest Client Service Representative. Page 3 of 3 Page 1 of 1 ' 1 1 1 ¦¦ 27 of 75 F78967 `"°°a "T Section 4 GUMS Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries ? 4?h ¦¦ 28 of 75 ACCUTEST. Method Blank Summary Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Page 1 of I Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VG2618-MB G0069823.1) 1 01/04/11 MM n/a n/a VG2618 The QC reported here applies to the following samples: F78967-1 Method: SW846 8260B CAS No. Compound Result RL MDL Units Q 71-43-2 Benzene ND 5.0 1.5 ug/kg 107-06-2 1,2-Dichloroethane ND 5.0 1.0 ug/kg 100-41-4 Ethylbenzene ND, 5.0 1.0 ug/kg 1634-04-4 Methyl Tert Butyl Ether ND 5.0 2.0 ug/kg 91-20-3 Naphthalene ND 5.0 2.0 ug/kg 108-88-3 Toluene ND 5.0 1.2 ug/kg 1330-20-7 Xylene (total) ND 15 3.2 ug/kg CAS No. Surrogate Recoveries Limits 1868-53-7 Dibromofluoromethane 99% 80-121% 2037-26-5 Toluene-138 101% 71-130% 460-00-4 4-Bromofluorobenzene 94% 59-148% 17060-07-0 1,2-Dichloroethane-D4 105% 77-123% CAS No. Tentatively Identified Co mpounds R.T. Est. Conc. Units Q Total TIC, Volatile a 0 ug/kg (a) No TICS detected. D 1 ¦¦ 29 of 75 N .ACCUTES? F78967 `A- Method Blank Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VB2991-MB 13072734.13 1 01105111 AJ n/a n/a VB2991 The QC reported here applies to the following samples: Method: SW846 8260B F78967-2, F78967-3 CAS No. Compound 71-43-2 Benzene 107-06-2 1,2-Dichloroethane 100-41-4 Ethylbenzene 1634-04-4 Methyl Tert Butyl Ether 108-88-3 Toluene 1330-20-7 Xylene (total) CAS No. Surrogate Recoveries 1868-53-7 Dibromofluoromethane 17060-07-0 1, 2-Dichloroethane-D4 2037-26-5 Toluene-D8 460-00-4 4-Bromofluorobenzenc Result RL MDL Units Q ND 1.0 0.20 ug/1 ND 1,0 0.20 ug/1 ND 1.0 0.20 ug/1 ND 1.0 034 ug/1 ND 1.0 0.20 ug/1 ND 3.0 0.52 ug/1 Limits 106% 87-116% 101% 76-127% 96% 86-112% 100% 84-120% i.a ¦¦ 30 of 75 N ACCUTEST F78967 `"°°a"'°"'°° Method Blank Summary Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL 1 Page 1 of 1 Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VB2992-MB B072763.D 1 01/06/11 AJ n/a n/a VB2992 The QC reported here applies to the following samples: F78967-2, F78967-3 CAS No. Compound Result RL 91-20-3 Naphthalene ND 5.0 CAS No. Surrogate Recoveries Limits Method: SW846 8260E MDL Units Q 1.0 ug/l 1868-53-7 Dibromofluoromethane 109% 87-116% 17060-07-0 1,2-Dichloroethane-D4 102% 76-127% 2037-26-5 Toluene-D8 95% 86-112% 460-00-4 4-Bromofluorobenzene 100°/x' 84-120% D i i ¦¦ 31 of 75 ACCIJ"f-??? F76967 o°''? Blank Spike Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch V02618-BS G0069822.1) 1 01/04/11 MM n/a n/a VG2618 The QC reported here applies to the following samples: F78967-1 CAS No. Compound 71-43-2 Benzene 107-06-2 1, 2-Dichloroethane 100-41-4 Ethylbenzene 1634-04-4 Methyl Tert Butyl Ether 91-20-3 Naphthalene 108-88-3 Toluene 1330-20-7 Xylene (total) CAS No. Surrogate Recoveries 1868-53-7 Dibromofluoromethane 2037-26-5 Toluene-D8 460-00-4 4-Bromofluorobenzene 17060-07-0 1, 2-Dichloroethane-D4 Spike BSP BSP ug/kg ug/kg % Limits 50 56.1 112 78-130 50 53.9 108 78-129 50 52.8 106 82-124 50 55.5 111 70-131 50 51.5 103 59-143 50 49.8 100 80-123 150 168 112 83-127 BSP Limits 101% 80-121% 98% 71-130% 88% 59-148% 101% 77-123% Method: SW846 8260B A N ¦¦ 32 of 75 a,C=UTEST F78967 ,..°°°. .°""° Blank Spike Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VB2991-BS B072735.1) 1 01105111 AJ n/a n/a VB2991 The QC reported here applies to the following samples: Method: SW846 8260B F78967-2, F78967-3 CAS No. Compound 71-43-2 Benzene 107-06-2 1,2-Dichloroethane 100-41-4 Ethylbenzene 1634-044 Methyl Tert Butyl Ether 108-88-3 Toluene 1330-20-7 Xylene (total) CAS No. Surrogate Recoveries 1868-53-7 Dibromofluoromethane 17060-07-0 1, 2-Dichloroethane-D4 2037-26-5 Toluene-D8 460-00-4 4-Bromofluorobenzene Spike BSP BSP ug/1 ug/I % Limits 25 26.2 105 83-124 25 25.2 101 76-122 25 24.2 97 87-118 25 25.4 102 75-116 25 23.4 94 86-116 75 74.0 99 86-120 BSP Limits 107% 87-116% 102% 76-127% 93% 86-112% 96% 84-120% 1 ¦¦ 33 of 75 F78967 w"°A.,. 11 Blank Spike Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch VB2992-BS 13072762.1) 1 01/06/11 AJ n/a n/a VB2992 The QC reported here applies to the following samples: Method: SW846 8260B F78967-2, F78967-3 CAS No. Compound 91-20-3 Naphthalene CAS No. Surrogate Recoveries 1868-53-7 Dibromofluoromethane 17060-07-0 1,2-Dichloroethane-D4 2037-26-5 Toluene-D8 460-00-4 4-Bromofluorobenzene Spike BSP BSP ug/l ug/l % Limits 25 21.9 88 59-125 BSP Limits 108% 87-116% 101% 76-127% 92% 86-112% 97% 84-120% A N 'ta ¦¦ 34 of 75 E ACCUTEST. F76967 `..... I- - Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch F78967-1MS G0069831,D 1 01/04/11 MM n/a n/a VG2618 F78967-1MSD G0069832.1) 1 01/04/11 MM n/a n/a VG2618 F78967-1 G0069829.D 1 01/04/11 MM n/a n/a VG2618 F78967-1 O0069830.D 1 01/04/11 MM n/a n/a VG2618 The QC reported here applies to the following samples: Method: SW846 8260B F78967-1 CAS No. Compound 71-43-2 Benzene 107-06-2 1, 2-Dichloroethanc 100-41-4 Ethylbenzene 1634-04-4 Methyl Tert Butyl Ether 91-20-3 Naphthalene 108-88-3 Toluene 1330-20-7 Xylene (total) F78967-1 Spike MS MS MSD MSD Limits ug/kg Q ug/kg ug/kg % ug/kg % RPD Rec/RPD 3.1 a 1 56.4 67.0 113 64.5 110 4 78-130/25 4.1 U a 56.4 59.0 105 59.2 106 0 78-129/24 6.1 a 56.4 68.0 110 60.9 98 11 82-124/25 4.1 U a 56.4 57.4 102 59.2 106 3 70-131/25 261 56.4 144 -207* b 130 -235* b 10 59-143/31 4.1 U a 56.4 64.7 .115 57.2 102 12 80-123/26 3.1 a I 169 215 125 194 114 10 83-127/24 ' CAS No. Surrogate Recoveries MS MSD F78967-1 F78967-1 Limits 1868-53-7 Dibromofluoromethane 96% 97% 91% 99% 80-1210 2037-26-5 Toluene-D8 107% 102%. 96% 96% 71-130° 460-00-4 4-Bromofluorobenzene 92% 91% 85% 85% 59-148° 17060-07-0 1,2-Dichloroethane-D4 87% 90% 105% 104% 77-123° (a) Result is from Run #2. (b) Outside control limits due to high level in sample relative to spike amount. 1 ¦o 35 of 75 E ACCUTES? F78967 I...-r Matrix Spike/Matrix Spike Duplicate Summary Page I of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch F79022-5MS B072747.D 1 01105111 AJ n/a n/a VB2991 F79022-5MSD B072748.1) 1 01/05/11 AJ n/a n/a VB2991 F79022-5 B072743.D 1 01105111 AJ n/a n/a VB2991 The QC reported here applies to the following samples: Method: SW846 8260B F78967-2, F78967-3 A tw1 iv F79022-5 Spike MS MS MSD MSD Limits CAS No. Compound ug/l Q ug/l ug/l % ug/l % RPD Rec/RPD 71-43-2 Benzene 1.0 U 25 26.0 104 23.6 94 10 83-124/11 107-06-2 1,2-Dichloroethane 1.0 U 25 24.5 98 22.9 92 7 76-122/11 100-41-4 Ethylbenzene 1.0 U 25 24.0 96 22.2 89 8 87-118/10 1634-04-4 Methyl Tert Butyl Ether 1.1 25 25.8 99 24.3 93 6 75-116/10 108-88-3 Toluene 1.0 U 25 23.3 93 21.7 87 7 86-116/10 1330-20-7 Xylene (total) 3.0 U 75 73.3 98 67.2 90 9 86-120/10 CAS No. Surrogate Recoveries MS MSD F79022-5 Limits 1868-53-7 Dibromofluoromethane 104% 105% 111% 87-116% 17060-07-0 1,2-Dichloroethane-D4 99% 100% 104% 76-127% 2037-26-5 Toluene-D8 93% 95% 93% 86-112% 460-00-4 4-Bromofluorobenzene 94% 95% 99% 84-120% ¦¦ 36 of 75 N ACCUTEe3-r F78967 `..... - .1 - Matrix Spike/Matrix Spike Duplicate Summary Job Number: F78967 Account: 1TFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Method: SW846 82601 Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch F79007-5MS B072775.1) 1 01/06/11 AJ n/a n/a VB2992 F79007-5MSD 8072776.13 1 01/06/11 AJ n/a n/a VB2992 F79007-5 B072771.1) 1 01/06/11 AJ n/a n/a VB2992 The QC reported here applies to the following samples: F78967-2, F78967-3 CAS No. Compound 91-20-3 Naphthalene CAS No. Surrogate Recoveries 1868-53-7 Dibromofluoromethane 17060-07-0 1,2-Dichloroethane-D4 2037-26-5 Toluene-138 460-00-4 4-Bromofluorobenzene Page 1 of 1 ' , F79007-5 Spike MS MS MSD MSD Limits ug/l Q ug/l ug/l % ug/l % RPD Rec/RPD ' ND 25 21.1 84 25.6 102 19* 59-125/15 MS MSD 107% 109% 101 OK 103% 93% 92% 95% 93% F79007-5 Limits 104% 87-116% 100%. 76-127% 95% ° 86-112% 99% 84-120% 1 1 1 1 1 1 1 1 1 1 ¦¦ 37 of 75 ¦ accu??s,? F78967 " PO«e. Section 5 GC Volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries ¦¦ 38 of 75 ACCUT?ST. P76967 ?•O°"T° 1P° Method Blank Summary Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL 1 Page 1 of 1 ' Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35589-MB DD58847.D 1 01/04/11 NMC 01/04/11 OP35589 GDD1748 The QC reported here applies to the following samples: Method: EPA 504.1 F78967-2, F78967-3 CAS No. Compound Result RL MDL Units Q 106-93-4 1,2-Dibromoethane ND 0.020 0.010 ug/1 CAS No. Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 93% 63-137% 4 i 1 ¦¦ 39 of 75 E ACCLJ-rE F76967 ...,'o""' 51 Method Blank Summary Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Page 1 of 1 Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35581-MB DD58829.D 1 01/03/11 NMC 01/03/11 OP35581 GDD1747 The QC reported here applies to the following samples: Method: SW846 8011M F78967-1 CAS No. Compound Result RL MDL Units Q 106-93-4 1,2-Dibromoethane ND 0.21 0.070 ug/kg CAS No. Surrogate Recoveries Limits 460-00-4 4-Bromofluorobenzene 1,04% 73-131% 3 N ¦¦ 40 of 75 N ACCUTEST. F78967 "....-... Blank Spike Summary Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Page 1 of 1 ' Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35589-BS DD58846.1) 1 01/04/11 NMC 01/04/11 OP35589 GDD1748 The QC reported here applies to the following samples: F78967-2, F78967-3 CAS No. Compound 106-93-4 1,2-Dibromoethane Spike BSP BSP ug/1 ug/1 % Limits 0.25 0.23 92 70-130 CAS No. Surrogate Recoveries 460-00-4 4-Bromofluorobenzene BSP Limits 97% 63-137% Method: EPA 504.1 4 i i i I so 41 of 75 N ACCUTEST' F78967 u........ Blank Spike Summary Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Page I of I Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35581-BS DD58828.D 1 01/03/11 NMC 01/03/11 OP35581 GDD1747 The QC reported here applies to the following samples: F78967-1 CAS No. Compound 106-93-4 1,2-Dibromoethane CAS No. Surrogate Recoveries 460-00-4 4-Bromofluorobenzene Spike BSP BSP ug/kg ug/kg % Limits 1.74 1.7 98 67-122 BSP Limits 105% 73-131% Method: SW846 8011M N N so 42 of 75 a AcCUTEST. Matrix Spike/Matrix Spike Duplicate Summary Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Prep Batch Analytical Batch OP35589 GDD1748 OP35589 GDD1748 OP35589 GDD1748 Sample File ID DF Analyzed By Prep Date OP35589-MS DD58855.D 1 01/04/11 NMC 01/04/11 OP35589-MSD DD58857.1) 1 01/04/11 NMC 01/04/11 F78967-2 DD58854.D 1 01/04/11 NMC 01/04/11 The QC reported here applies to the following samples: F78967-2, F78967-3 CAS No. Compound 106-93-4 1,2-Dibromoethane CAS No. Surrogate Recoveries 460-00-4 4-Bromofluorobenzene Method: EPA 504.1 1 Page 1 of 1 ' 1 1 F78967-2 Spike MS MS MSD MSD Limits ug/I Q ug/l ug/l % ug/l % RPD Rec/RPD ' 0.018 U 0.22 0.18 82 0.18 81 0 70-130/25 MS MSD F78967-2 Limits ' 85% 86% 94% 63-137% ' r 43 of 75 R ACCUTeE3 ? F78967 °a-.° Matrix Spike/Matrix Spike Duplicate Summary Page 1 of I Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35581-MS DD58834.D 1 01/03/11 NMC 01/03/11 OP35581 GDD1747 OP35581-MSD DD58835.D 1 01/03/11 NMC 01/03/11 OP35581 GDD1747 F79019-4 DD58833.1) 1 01/03/11 NMC 01/03/11 OP35581 GDD1747 The QC reported here applies to the following samples: Method: SW846 8011M F78967-1 cn w N F790194 Spike MS MS MSD MSD Limits CAS No. Compound ug/kg Q ug/kg ug/kg % ug/kg % RPD Rec/RPD 106-93-4 1,2-Dibromoethane 0.27 U 2.26 2.3 102 2.4 104 4 67-122/27 CAS No. Surrogate Recoveries MS MSD F790194 Limits 460-00-4 4-Bromofluorobenzene 107% 107% 105% 73-131% ¦¦ 44 of 75 ? ACCUT?ST. F78967 `....A"° - Section 6 Zouthea . .o.? C?u =rte` LA6 7R AT- Frl.-.u GC Semi-volatiles QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Blank Spike Summaries • Matrix Spike and Duplicate Summaries I r r 1 1 1 ¦¦ 45 of 75 ACCLJTEST? F78967 `"•°""T° Method Blank Summary Page I of 1 Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35560-MB AA058669.D 1 01/03/11 KL 12/30/10 OP35560 GAA2346 The QC reported here applies to the following samples: Method: SW846 8310 F78967-2, F78967-3 CAS No. Compound Result RL MDL Units Q 83-32-9 Acenaphthene ND 2.0 0.80 ug/1 208-96-8 Acenaphthylene ND 2.0 0.80 ug/l 120-12-7 Anthracene ND 2.0 0.80 ug/l 56-55-3 Benzo(a)anthracene ND 0.20 0.040 ug/l 50-32-8 Benzo(a)pyrene ND 0.20 0.040 ug/l 205-99-2 Benzo(b)fluoranthene ND 0.20 0.040 ug/l 191-24-2 Benzo(g, h, i)perylene ND 0.20 0.040 ug/1 207-08-9 Benzo(k)fluoranthene ND 0.20 0.040 ug/l 218-01-9 Chrysene ND 2.0 0.40 ug/1 53-70-3 Dibenzo(a,h)anthracene ND 0.20 0.040 ug/l 206-44-0 Fluoranthene ND 2.0 0.40 ug/l 86-73-7 Fluorene ND 2.0 0.80 ug/l 193-39-5 Indeno(1,2,3-cd)pyrene ND 0.20 0.040 ug/l 91-20-3 Naphthalene ND 2.0 0.80 ug/l 90-12-0 1-Methylnapbthalene ND 2.0 0.40 ug/1 91-57-6 2-Methylnaphthalene ND 2.0 0.40 ug/l 85-01-8 Phenanthrene ND 2.0 0.80 ug/l 129-00-0 Pyrene ND 2.0 0.40 ug/l CAS No. Surrogate Recoveries Limits 84-15-1 o-Terphenyl 86% 43-121% 92-944 p-Terphenyl 82% 30-122% rn 3 ¦¦ 46 of 75 w oo?.000TEST. F78967 "....1.a"° Method Blank Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File 1D DF Analyzed By Prep Date Prep Batch Analytical Batch OP35566-MB AA058691.1) 1 01/03/11 KL 12/30/10 OP35566 GAA2346 The QC reported here applies to the following samples: Method: SW846 8310 F78967-1 CAS No. Compound Result RL MDL Units Q 83-32-9 Acenaphthene ND 330 130 ug/kg 208-96-8 Acenaphthylene ND 330 130 ug/kg 120-12-7 Anthracene ND 330 130 ug/kg 56-55-3 Benzo(a)anthracene ND 330 8.3 ug/kg 50-32-8 Benzo(a)pyrene ND 33 8.3 ug/kg 205-99-2 Benzo(k)fluoranthene ND 33 8.3 ug/kg 191-24-2 Benzo(g, h, i)perylene ND 33 8.3 ug/kg 207-08-9 Benzo(k)fluoranthene ND 33 8.3 ug/kg 218-01-9 Chrysene ND 330 67 ug/kg 53-70-3 Dibenzo(a,h)anthracene ND 33 8.3 ug/kg 206-44-0 Fluoranthene ND 330 67 ug/kg 86-73-7 Fluorene ND 330 130 ug/kg 193-39-5 Indeno(1,2,3-cd)pyrene ND 33 8.3 ug/kg 91-20-3 Naphthalene ND 330 130 ug/kg 90-12-0 1-Methylnaphthalene ND 330 67 ug/kg 91-57-6 2-Methylnaphthalene ND 330 67 ug/kg 85-01-8 Phenanthrene ND 330 130 ug/kg 129-00-0 Pyrene ND 330 67 ug/kg CAS No. Surrogate Recoveries Limits 84-15-1 o-Terphenyl 94% 46-144% 92-94-4 p-Terphenyl 94% 61-139 % I s¦ 47 of 75 o ACCUTES? F78967 `".° " Method Blank Summary Page I of I Job Number: F78967 Account: 1TFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File to DF Analyzed By Prep Date Prep Batch Analytical Batch OP35560-MB AA058707.D 1 01/04/11 KL 12/30/10 OP35560 GAA2347 The QC reported here applies to the following samples: Method: SW846 8310 F78967-2, F78967-3 CAS No. Compound 83-32-9 Acenaphthene 208-96-8 Acenaphthylene 120-12-7 Anthracene 56-55-3 Benzo(a)anthracene 50-32-8 Benzo(a)pyrene 205-99-2 Benzo(b)fluoranthene 191-24-2 Benzo(g, h, i)perylene 207-08-9 Benzo(k)fluoranthene 218-01-9 Chrysene 53-70-3 Dibenzo(a,h)anthracene 206-44-0 Fluoranthene 86-73-7 Fluorene 193-39-5 Indeno(1,2,3-cd)pyrene 91-20-3 Naphthalene 90-12-0 1-Methyhtaphthalene 91-57-6 2-Methylnaphthalene 85-01-8 Phenanthrene 129-00-0 Pyrene CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl 92-94-4 p-Terphenyl Result RL MDL Units Q ND 2.0 0.80 Ug/l ND 2.0 0.80 ug/l ND 2.0 0.80 Ug/l ND 0.20 0.040 ug/l ND 0.20 0.040 ug/l ND 0.20 0.040 ug/l ND 0.20 0.040 ug/l ND 0.20 0.040 ug/l ND 2.0 0.40 ug/l ND 0.20 0.040 ug/l 141) 2.0 0.40 Ug/l ND 2.0 0.80 ug/1 ND 0.20 0.040 ug/l ND 2.0 0.80 ug/l ND 2.0 0.40 ug/l ND 2.0 0.40 ug/l ND 2.0 0.80 Ug/l ND 2.0 0.40 ug/1 Limits 88% 43-121% 83% 30-122% rn W 0 ¦¦ 48 of 75 E ACCUTEST. F78967 `..... °-'.. Method Blank Summary Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Page I of I t Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35564-MB IJ72818.13 1 01/03/11 FEA 12/30/10 OP35564 GIJ2352 The QC reported here applies to the following samples: F78967-2, F78967-3 CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl I a' Method: FLORIDA-PRO :P. Result RL MDL Units Q ND 0.25 0.15 mg/1 Limits 95% 38-122% o? 1 ¦¦ 49 of 75 ACCUTEST, F78967 Method Blank Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35567-MB OP89242.D 1 01/03/11 FEA 12/30/10 OP35567 GOP2326 The QC reported here applies to the following samples: Method: FLORIDA-PRO F78967-1 CAS No. Compound Result RL MDL Units Q TPH (C8-C40) ND 8.3 5.0 mg/kg CAS No. Surrogate Recoveries Limits 84-15-1 o-Terphenyl 75% 47-111% 1 it ¦¦ 50 of 75 w ACCUTE^?sT. F78967 ".... T.. - Blank Spike Summary Page I of 1 Job Number: F78967 Account: 1TFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35560-BS AA058668.1) 1 01/03/11 KL 12/30/10 OP35560 GAA2346 The QC reported here applies to the following samples: Method: SW846 8310 F78967-2, F78967-3 Spike BSP BSP CAS No. Compound ug/I ug/I % Limits 83-32-9 Acenaphthene 20 16.0 80 60-102 208-96-8 Acenaphthylene 20 16.1 81 66.108 120-12-7 Anthracene 10 7.9 79 64-107 56-55-3 Benzo(a)anthracene 10 8.4 84 70-108 50-32-8 Benzo(a)pyrene 10 8.7 87 72-115 205-99-2 Benzo(b)fluoranthene 10 8.5 85 73-111 191-24-2 Benzo(g,h,i)perylene 10 8.1 81 69-113 207-08-9 Benzo(k)fluoranthene 10 8.2 82 70-111 218-01-9 Chrysene 10 8.6 86 71-111 53-70-3 Dibenzo(a,h)anthracene 10 8.3 83 71-114 206-44-0 Fluoranthene 20 16.3 82 68-110 86-73-7 Fluorene 20 15.0 75 " 63-102 193-39-5 Indeno(1,2,3-cd)pyrene 10 7.9 79 69-110 91-20-3 Naphthalene 20 14.2 71 55-94 90-12-0 1-Methylnaphthalene 20 15.0 75 55-97 91-57-6 2-Methylnaphthalene 20 14.4 72 51-97 85-01-8 Phenanthrene 20 16.2 81 67-108 129-00-0 Pyrene 20 16.5 83 71-107 CAS No. Surrogate Recoveries BSP Limits 84-15-1 o-Terphenyl 79% 43- 121% 92-94-4 p-Terphenyl 79% 30- 122% I ¦¦ 51 of 75 E ACCUTEST- F78967 `..... Blank Spike Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35566-BS AA058690.D 1 01/03/11 KL 12/30/10 OP35566 GAA2346 The QC reported here applies to the following samples: Method: SW846 8310 F78967-1 Spike BSP BSP CAS No. Compound ug/kg ug/kg % Limits 83-32-9 Acenaphthene 3330 3190 96 68-115 208-96-8 Acenaphthylene 3330 3210 96 70-122 120-12-7 Anthracene 1670 1550 93 67-116 56-55-3 Benzo(a)anthracene 1670 1660 100 75-122 50-32-8 Benzo(a)pyrene 1670 1610 97 70-121 205-99-2 Benzo(b)fluoranthene 1670 1680 101 76-124 191-24-2 Benzo(g,h,i)perylene 1670 1640 98 76-122 207-08-9 Benzo(k)fluoranthene 1670 1660 100 76-122 218-01-9 Chrysene 1670 1700 102 76-124 53-70-3 Dibenzo(a,h)anthracene 1670 1690 101 76-124 206-44-0 Fluoranthene 3330 3250 97 76-126 86-73-7 Fluorene 3330 3050 91 71-118 193-39-5 Indeno(1,2,3-cd)pyrene 1670 1630 98 74-121 91-20-3 Naphthalene 3330 2780 83 58-104 90-12-0 1-Methylnaphthalene 3330 2910 87 62-108 91-57-6 2-Methy1naphthalene 3330 2730 82 60-104 85-01-8 Phenanthrene 3330 3240 97 77-125 129-00-0 Pyrene 3330 3270 98 76-123 CAS No. Surrogate Recoveries BSP Limits 84-15-1 o-Terphenyl 95% 46- 144% 92-94-4 p-Terphenyl 94% 61- 139% i? iv ¦¦ 52 of 75 F76967 `"`°.Ar°"??' Blank Spike Summary Job Number: E78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL 1 Page 1 of I ' 1 Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35564-BS I772817.D 1 01/03/11 FEA 12/30/10 OP35564 GIJ2352 The QC reported here applies to the following samples: F78967-2, F78967-3 CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl Spike BSP BSP mg/l mg/l % Limits 0.85 0.779 92 54-110 BSP Limits 88% 38-122% C4M tl 1 ¦¦ 53 of 75 ¦ ACCUTB T? F78967 ...... N Method: FLORIDA-PRO w Blank Spike Summary Page 1 of 1 Job Number: F78967 Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35567-BS OP89241.1) 1 01/03/11 FEA 12/30/10 OP35567 GOP2326 The QC reported here applies to the following samples: Method: FLORIDA-PRO F78967-1 CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl Spike BSP BSP mg/kg mg/kg % Limits 28.3 20.6 73 53-107 BSP Limits 86% 47-111% rn N A ¦¦ 54 of 75 v ACCUTEST. F78967 `°.°a°'°""? Matrix Spike/Matrix Spike Duplicate Summary Page I of 1 Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35560-MS AA058683.1) 1 01/03/11 KL 12/30/10 OP35560 GAA2346 OP35560-MSD AA058684.D 1 01/03/11 KL 12/30/10 OP35560 GAA2346 F78965-4 a AA058682.1) 1 01/03/11 KL 12/30/10 OP35560 GAA2346 The QC reported here applies to the following samples: Method: SW846 8310 F78967-2, F78967-3 F78965-4 Spike MS MS MSD MSD Limits CAS No. Compound ug/I Q ug/I ug/I % ug/l % RPD Rec/RPD 83-32-9 Acenaphthene 1.9 U 38.5 31.9 83 33.2 86 4 60-102/33 208-96-8 Acenaphthylene 1.9 U 38.5 30.6 80 31.7 82 4 66-108/32 120-12-7 Anthracene 1.9 U 19.2 15.4 80 15.5 81 1 64-107/28 56-55-3 Benzo(a)anthracene 0.046 I 19.2 17.4 90, 17.1 89 2, 70-108/19 50-32-8 Benzo(a)pyrene 0.089 I 19.2 17.3 89 16.9 87 2 72-115/20 205-99-2 Benzo(b)fluoranthene 0.11 1 19.2 18.0 93 17.7 91 2 73-111/20 191-24-2 Benzo(g, h, i)perylene 0.11 I 19.2 17.3 89 17.0 88 2 69-113/22 207-08-9 Benzo(k)fluoranthene 0.062 1 19.2 17.1 89 16.8 87 2 70-111/21 218-01-9 Chrysene 1.9 U 19.2 17.6 92 17.3 90 2 71-111/20 53-70-3 Dibenzo(a,h)anthracene 0.19 U 19.2 17.7 92 17.3 90 2 71-114/23 206-44-0 Fluoranthene 1.9 U 38.5 32.7 85 33.1 86 1 68-110/17 86-73-7 Fluorene 1.9 U 38.5 29.5 77 30.3 79 3 63-102/25 193-39-5 Indeno(1,2,3-cd)pyrene 0.11 I 19.2 17.0 88 16.8 87 1 69-110/22 91-20-3 Naphthalene 1.9 U 38.5 25.9 67 27.4 71 6 55-94/28 90-12-0 I-Methylnaphthalene 1.9 U 38.5 28.3 74 29.8 77 5 55-97/29 91-57-6 2=Methylnaphthalene 1.9 U 38.5 26.7 69 28.0 73 5 51-97/25 85-01-8 Phenanthrene 1.9 U 38.5 32.2 84 32.7 85 2 67-108/22 129-00-0 Pyrene 1.9 U 38.5 33.2 86 33.4 87 1 71-107/17 CAS No. Surrogate Recoveries MS MSD F78965-4 Limits 84-15-1 o-Terphenyl 80% 80%, 77% 43-121% 92-94-4 p-Terphenyl 83% 82% 72% 30-122% (a) All hits confirmed by spectral match using a diode array detector. 1 ¦¦ 55 of 75 ¦ ACCUT '' TS F78967 `.... ' Matrix Spike/Matrix Spike Duplicate Summary Job Number: F78967 ' Account: ITFLTAM Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL 1 Page 1 of 1 Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35566-MS AA058693,D 1 01/03/11 KL 12/30/10 OP35566 GAA2346 OP35566-MSD AA058694.D 1 01/03/11 KL 12/30/10 OP35566 GAA2346 F78967-1 AA058692.D 1 01/03/11 KL 12/30/10 OP35566 GAA2346 The QC reported here applies to the following samples: Method: SW846 8310 F78967-1 F78967-1 Spike MS MS MSD MSD Limits ' CAS No. Compound ug/kg Q ug/kg ug/kg % ug/kg % RPD Rec/RPD 83-32-9 Acenaphthene 360 U 3740 3680 98 3890 105 6 68-115/30 208-96-8 Acenaphthylene 360 U 3740 3570 95 3730 100 4 70-122/30 120-12-7 Anthracene 360 U 1870 1750 94 1890 102 8 67-116/26 56-55-3 Benzo(a)anthracene 360 U 1870 1840 98 2020 109 9 75-122/28 50-32-8 Benzo(a)pyrene 36U 1870 1790 96 1960 105 9 70-121/27 205-99-2 Benzo(b)fluoranthene 36 U 1870 1860 99 2040 110 9 76-124/26 ' 191-24-2 Benzo(g,h,i)perylene 36 U 1870 1810 97 1990 107 9 76-122/24 207-08-9 Benzo(k)fluoranthene 36 U 1870 1830 98 2010 108 9 76-122/30 218-01-9 Chrysene 360 U 1870 1870 100 2060 111 10 76-124/28 53-70-3 Dibenzo(a,h)anthracene 36U 1870 1870 100 2070 111 10 76-124/27 206-44-0 Fluoranthene 360 U 3740 3620 97 3950 106 9 76-126/26 86-73-7 Fluorene 360 U 3740 3480 93 3730 100 7 71-118/26 193-39-5 Indeno(1,2,3-cd)pyrene 36 U 1870 1800 96 1990 107 10 74-121/27 91-20-3 Naphthalene 360 U 3740 3220 86 3220 87 0 58-104/31 90-12-0 1-Methylnaphthalene 360 U 3740 3440 92 3520 95 2 62-108/32 91-57-6 2-Methylnaphthalene 360 U 3740 3250 87 3320 89 2 60-104/30 ' 85-01-8 Phenanthrene 360 U 3740 3660 98 3970 107 8 77-125/26 129-00-0 Pyrene 360 U 3740 3620 97 3950 106 9 76-123/26 CAS No. Surrogate Recoveries MS MSD F78967-1 Limits 84-15-1 o-Terphenyl 95% 104% 97% 46-144% 92-94-4 p-Terphenyl 93% 102% 95% 61-139% M LO N ¦¦ 56 of 75 ? ACCUTEST F78967 Matrix Spike/Matrix Spike Duplicate Summary Job Number: F78967 Account; ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL 1 Page 1 of 1 ' Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35564-MS 1772822,D 1 01/03/11 FEA 12/30/10 OP35564 GIJ2352 OP35564-MSD 1172823.13 1 01/03/11 FEA 12/30/10 O'P35564 GIJ2352 F78969-1 IJ72821,D 1 01/03/11 FEA 12/30/10 OP35564 GIJ2352 The QC reported here applies to the following samples: F78967-2, F78967-3 CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphenyl 4 F78969-1 Spike MS MS MSD MSD Limits mg/l Q mg/1 mg/1 % mg/1 % RPD Rec/RPD 0.256 1.63 1.74 91 1.68 87 4 54-110/28 MS MSD F78969-1 Limits 97% 94% 89% 38-122% 1 Method: FLORIDA-PRO .2 1 1 1 1 1 ¦¦ 57 of 75 0.aac1_-ur-Es-M F76967 "°°"° Matrix Spike/Matrix Spike Duplicate Summary Page I of I Job Number: F78967 Account: ITFLTAM Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch OP35567-MS OP89244.D 1 01/03/11 FEA 12/30/10 OP35567 GOP2326 OP35567-MSD OP89245.D 1 01/03/11 FEA 12/30/10 OP35567 GOP2326 F78967-1 OP89243.D 1 01/03/11 FEA 12/30/10 OP35567 GOP2326 The QC reported here applies to the following samples: Method: FLORIDA-PRO F78967-1 CAS No. Compound TPH (C8-C40) CAS No. Surrogate Recoveries 84-15-1 o-Terphcnyl rn w F78967-1 Spike MS MS MSD MSD Limits mg/kg Q mg/kg mg/kg % mg/kg % RPD Rec/RPD 7.38 I 31.4 29.0 69 27.5 64 5 53-107/35 MS MSD F78967-1 Limits 86% 86% 79% 47-111% ¦¦ 58 of 75 ACCUTEST. F78967 `...AAI... Section 7 1 M A F3 a R ,p ?r. Metals Analysis QC Data Summaries Includes the following where applicable: • Method Blank Summaries • Matrix Spike and Duplicate Summaries • Blank Spike and Lab Control Sample Summaries • Serial Dilution Summaries I on 59 of 75 N ACCUTES? BLANK RESULTS SUMMARY Part 2 - Method Blanks Login Number: F78967 Account: ITFLTAM - Shaw E G I, Inc. Project: City of Clearwater; Edgewater Dr 5 Sunset Point Rd, Clearwater, FL QC Batch ID: MP19756 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 12/30/10 12/30/10 MB MB Metal RL IDL MDL raw final raw final Aluminum 40 4 5 Antimony 1.2 .2 .4 Arsenic 2.0 .2 .4 Barium 40 .2 1 Beryllium 0.80 .02 _2 Cadmium 1.0 .02 .2 -0.10 <5.0 Calcium 200 10 20 Chromium 2.0 .2 .2 Cobalt 10 .2 .2 Copper 5.0 .2 .4 1.7 <25 Iron 60 6.8 7 Lead 1.0 .2 .2 0.50 <5.0 Magnesium 1000 10 20 Manganese 3.0 .2 .2 Molybdenum 10 .2 .4 Nickel 8.0 .2 A Potassium 2000 10 100 Selenium 2.0 .4 .4 Silver 2.0 .2 .2 Sodium 2000 150 380 . Strontium 2.0 .2 .2 Thallium 2.0 .2 .37 Tin 10 .2 .2 Titanium 2.0 .22 .4 Vanadium 10 .2 .2 Zinc 4.0 .2 1 -1.7 <20 Associated sam ples MP19756: F78967-2, F78967-3 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (anr) Analyte not requested -0.020 <1.0 2.1 <5.0 0.14 <1.0 1.0 <4.0 Page 1 ¦¦ 60 of 75 a AMMU-rEST. F78967 "1°°"?•?""' MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: F7B967 Account: ITFLTAM - Shaw E & I, Inc- Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19756 Methods: SW846 60100 Matrix Type: AQUEOUS Units: ug/l Prep Date: 12/30/10 12/30/10 F78964-1 QC F78964-1 Spikelot QC Metal Original DUD RPD Limits Original MS MPFLICPI % Rec Limits Aluminum am Antimony am Arsenic am Barium am Beryllium am Cadmium 0.0 0.0 NC 0-20 0.0 51.7 Calcium anx Chromium am Cobalt Copper 0.0 0.0 NC 0-20 0.0 260 Iron am Lead 1.0 0.0 200.0(a) 0-20 1.0 509 Magnesium am Manganese am Molybdenum Nickel am Potassium Selenium am Silver am Sodium am Strontium Thallium am Tin Titanium Vanadium Zinc 0.0 0.0 NC 0-20 0.0 502 Associated samples MP19756: F78967-2, F78967-3 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested (a) RFD acceptable due to low duplicate and sample concent rations. 50 103.9 80-120 250 109.0 80-120 500 100.6 80-120 S00 100.9 80-120 1 1 1 ¦¦ 61 of 75 ¦ ACCUTES? F78967 `"'°""° Page 1 MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: 578967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19756 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 12/30/10 F78964-1 Spikelot M.SD QC Metal Original MSD MPFLICPI 8 Rec RPD Limit Aluminum am Antimony am Arsenic am Barium am Beryllium am cadmium 0.0 51.2 50 102.4 1.0 Calcium am Chromium am Cobalt Copper 0.0 257 250 102.8 1.2 Iron am Lead 1.0 496 500 99.0 1.6 Magnesium am Manganese am Molybdenum Nickel am Potassium Selenium am silver am Sodium anz Strontium Thallium am Tin Titanium Vanadium Zinc 0.0 496 500 99.2 1.2 Associated samples MP19756: 5789 67-2, 578967-3 Results c I DL are shown as zero for calculation purposes (•) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested 20 20 20 20 Page 2 V N ¦¦ 62 of 75 M ACCUTEST. F78967 ......,.° - SPIKE BLANK AND LAB CONTROL SAMPLE SUMMARY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch 1D: MP19756 Methods: SW846 60100 Matrix Type: AQUEOUS Units: ug/l Prep Date: 12/30/10 BSP Spikelot QC fetal Result MPFLICPI % Rec Limits Aluminum am Antimony am Arsenic am Barium am Beryllium am Cadmium 49.9 50 99.8 80-120 Calcium am Chromium am Cobalt Copper 257 250 102.8 80-120 Iron am Lead 492 500 98.4 80-120 Magnesium am Manganese am Molybdenum Nickel am Potassium Selenium am silver am Sodium am Strontium Thallium am Tin Titanium Vanadium Zinc 488 500 97.6 80-120 Associated sam ples MP19756: F78967-2, F78967-3 Results C IDL are shown as zero for ca lculation purposes (*) Outside of QC limits (anr) Analyte not requested Page 1 1 F ¦¦ 63 of 75 w ACCUTEa? F78967 `..°"?T° SERIAL DILUTION RESULTS SUMMARY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19756 Methods: SW846 6010C Matrix Type: AQUEOUS Units: ug/l Prep Date: 12/30/10 F78964-1 QC Metal Original SDL 1:5 %DIF Limits Aluminum am Antimony am Arsenic am Barium am Beryllium am Cadmium 0.00 0.00 NC 0-10 Calcium am chromium am Cobalt Copper 0.00 0.00 NC 0-10 Iron am Lead 1.00 0.00 100.0(x) 0-10 Magnesium am Manganese am Molybdenum Nickel am Potassium Selenium am Silver am Sodium am Strontium Thallium am Tin Titanium vanadium Zinc 0.00 0.00 NC 0-10 Associated samples MP19756: F78967-2, F78967-3 Results c IDL are shown as zero for calculation purposes (•) Outside of QC limits (anr) Analyte not requested (a) Percent difference acceptable due to low initial sample concentration (< 50 times IDL). Page 1 y A ¦¦ 64 of 75 ACGLJTEr^sT. F78967 `"'°w.,,°"'°' POST DIGESTATE SPIKE SUMMARY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19756 Methods: SW896 6010C Matrix Type: AQUEOUS Units- ug/1 Prep Date: 12/30/10 Sample Final F78964-1 PS Spike Spike Spike QC Metal ml ml Raw Corr.** ug/l ml ug/ml ug/l $ Rec Limits Aluminum Antimony Arsenic Barium Beryllium cadmium 9.8 10 0 0 49-7 0-2 Calcium Chromium Cobalt Copper 9.8 10 0 0 96.2 0.2 Iron Lead 9.8 10 1 0.96 95.8 0.2 Magnesium Manganese Molybdenum Nickel Potassium Selenium silver sodium Strontium Thallium Tin Titanium Vanadium Zinc 9.8 10 0 0 233.1 0.2 Associated samples MP19756: F78967-2, F'78967-3 Results [ IDL are shown as zero for calculation purposes (*) Outside of QC limits (**) Corr. sample result = Raw * (sample volume / final volume) (anr) Analyte not requested 2.5 50 99.9 80-12C 5 100 96.2 80-120 2.5 50 89.6 80-120 12.5 250 93.2 80-12 Page 1 V tJ? 1 ' 1 1 0 ¦¦ 65 of 75 ¦ accuT??? F78967 "`°"" BLANK RESULTS SUMMARY Part 2 - Method Blanks Login Number: F70967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset. Point Rd, Clearwater, FL QC Batch ID: MP19763 Methods: SW846 6010C Matrix Type' SOLID Units: mg/kg Prep Date: 01/03/11 MB Metal RL IDL MDL raw final Aluminum 10 1 1.2 Antimony 1.0 .05 .1 Arsenic 0.50 .05 .1 Barium 10 .05 .5 Beryllium 0.25 .005 .05 Cadmium 0.20 .005 .05 -0.0050 <0.20 Calcium 250 2.5 5 Chromium 0.50 .05 .05 Cobalt 2.5 .05 .05 Copper 1.3 .05 .1 0.33 <1.3 Iron 15 1.7 1.7 Lead 1.0 .05 .05 -0.015 <1.0 Magnesium 250 2.5 5 Manganese 0.75 .05 .05 Molybdenum 2.5 .05 .05 Nickel 2.0 .05 .05 Potassium 500 2.5 25 Selenium 1.0 .1 .2 Silver 0.50 .05 .05 Sodium 500 38 55 Strontium 0.50 .05 .05 Thallium 0.50 .05 .13 Tin 2.5 .05 .05 Titanium 0.50 .055 .1 Vanadium 2.5 .05 .05 Zinc 1.0 .05 .25 0.15 <1.0 Associated sam ples MP197 63: F78967-1 Results < IDL are shown as z ero for calculation pu rposes (") Outside of QC limits (anr) Analyte not reques ted Page 1 V N s N ¦¦ 66 of 75 w ACCUTES-r. F78967^•e.^ra..?.. MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: F78967 Account: ITFLTAM - Shaw E 6 I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19763 Methods: SW846 6010C Matrix Type: SOLID Units: mg/kg Prep Date: 01/03/11 01/03/11 F79021-1 QC F79021-1 Spikelot QC Metal Original DUP RPD Limits Original MS MPFLICPI % Rec Limits Aluminum Antimony am Arsenic am Barium Beryllium am Cadmium 0.0 0.0 (a) NC 0-20 0.0 Calcium Chromium am Cobalt Copper 7.7 7.2 (a) 6.7 0-20 7.7 Iron Lead 11.1 12.7 (a) 13.4 0-20 11.1 Magnesium Manganese Molybdenum Nickel am Potassium selenium am Silver am Sodium Strontium Thallium am Tin Titanium Vanadium Zinc 14.1 13.4 5.1 0-20 14.1 Associated samples MP19763: F78967-1 Results < IDL are shown as zero for calculation purposes (*) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested (a) Elevated reporting limit(s) due to matrix interference. 2.3 (a) 2.63 67.4 80-120 22.4 (a) 13.2 111.8 80-120 35.3 (a) 26.3 92.0 80-120 39.2 26.3 95.4 80-120 Page 1 1 1 1 1 1 1 1 1 ¦¦ 67 of 75 ? EACCU`TES F78967 ".°"° MATRIX SPIKE AND DUPLICATE RESULTS SUMMARY Login Number: F7B967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset. Point Rd, Clearwater, FL QC Batch ID: MP19763 Methods: Sw846 6010C Matrix Type: SOLID Units: mg/kg Prep Date: 01/03/11 F79021-1 Spikelot MSD QC Metal Original MSD MPFLICPI 8 Rec RPD Limit Aluminum Antimony am Arsenic am Barium Beryllium am Cadmium 0.0 1.9 (a) 2.18 87.3 19.0 Calcium Chromium am Cobalt Copper 7.7 20.3 (a) 10.9 115.8 9.8 Iron Lead 11.1 31.2 (a) 21.8 92.3 12.3 Magnesium Manganese Molybdenum Nickel am Potassium Selenium am Silver am Sodium Strontium Thallium am Tin Titanium Vanadium Zinc 14.1 33.5 21.8 89.1 15.7 Associated samples MP19763: F78967-1 Results [ IDL are shown as zero for calculation purposes (") Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (anr) Analyte not requested (a) Elevated reporting limit(s) due to matrix interference. 20 20 20 20 Page 2 y N N ¦m 68 of 75 M ACCUTEST. F78967 `.....I ° - SPIKE BLANK AND LAB CONTROL SAMPLE SUMMARY Login Number: F76967 Account: TTFLTAM - Shaw E & 1, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19763 Methods_ Sw846 6010C Matrix Type: SOLID Units: mg/kg Prep Date: 01/03/11 BSP Spikelot QC Setal Result MPFLICPI % Rec Limits Aluminum Antimony am Arsenic am Barium Beryllium am Cadmium 2.6 2.5 104.0 80-120 Calcium Chromium am Cobalt Copper 13.2 12.5 105.6 80-120 Iron Lead 24.7 25 98.8 60-120 Magnesium Manganese Molybdenum Nickel am Potassium Selenium am Silver am Sodium Strontium Thallium am Tin Titanium Vanadium Zinc 25.9 25 103.6 80-120 Associated sam ples MP19763: F78967-1 Results c IDL are shown as z ero for calc ulation purposes (*) Outside of QC limits (anr) Analyte not requested Page 1 1 1 V N1 W ¦¦ 69 of 75 F78967 ".°""'° I 1 1 1 1 1 1 II' 1 SERIAL DILUTION RESULTS SUMMARY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19763 Methods: SW846 6010C Matrix Type: SOLID Units: ug/1 Prep Date: 01/03/11 F79021-1 QC Metal Original SDL 1:5 9DIF Limits Aluminum Antimony am Arsenic am Barium Beryllium am Cadmium 0.00 0.00 NC 0-10 Calcium Chromium am Cobalt Copper 150 145 3.1 0-10 Iron Lead 217 224 3.2 0-10 Magnesium Manganese Molybdenum Nickel am Potassium Selenium am Silver am Sodium Strontium Thallium am Tin Titanium Vanadium Zinc 275 360 31.0*(a) 0-10 Associated samples MP19763: F78967-1 Results c IDL are shown as zero for calculation purposes (*) outside of QC limits (ant) Analyte not requested (a) Serial dilution indicates possible matrix interference. Page 1 fU A ¦¦ 70 of 75 W ACCUTEST. F78967 L ..--a"' POST DIGESTATE SPIKE SUMMARY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc_ Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Batch ID: MP19763 Methods: SW846 6010C Matrix Type: SOLID Units: ug/l Prep Date: 01/03/11 Sample Final F79021-1 PS Spike Spike Spike QC Metal ml ml Raw Corr.** ug/l ml ng/ml ug/l % Rec Limits Aluminum Antimony Arsenic Barium Beryllium Cadmium 9.8 10 0 0 40.5 0.2 2.5 50 81.0 80-120 calcium Chromium Cobalt Copper 9.8 10 149.6 146.608 258.1 0.2 5 100 111.5 80-120 Iron Lead 9.8 10 216.9 212.562 273.7 0.2 2.5 50 122.3*(a 80-120 Magnesium Manganese Molybdenum Nickel Potassium Selenium Silver Sodium Strontium Thallium Tin Titanium Vanadium Zinc 9.8 10 274.7 269.206 490.1 0.2 12. 5 250 88.4 80-120 Associated samples MP19763: F78967-1 Results < IDL are shown as z ero for calculation p urposes (*) Outside of QC limits (**) Corr. sample result = Raw * (sample volume / final volume) (anr) Analyte not requested (a) Spike recovery indicates matrix interference and/or outside control limits due to high level in sample relativ e to spike amount. Page 1 1 1 1 1 1 1 1 ¦¦ 71 of 75 M ACCUTES? F78967 `"'°w.. General Chemistry QC Data Summaries Includes the following where applicable: • Method Blank and Blank Spike Summaries • Duplicate Summaries • Matrix Spike Summaries Section 8 ¦¦ 72 of 75 w ACC uTEST F78967 `"•°""?°"?•' 1 METHOD BLANK AND SPIKE RESULTS SUMMARY ' GENERAL CHEMISTRY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc. ' Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL MB Spike BSP BSP QC Analyte Batch ID RL Result Units Amount Result %Reeov Limits Chromium, Hexavalent GN42751 0.010 0.0 Chromium, Hexavalent GN42802 Chromium, Hexavalent GN42802 2.0 0.0 Total Organic Carbon GP16268/GN42839 1.0 0.0 Total Organic Carbon GP16276/GN42852 1000 0.0 Associated Samples: Batch GN42751: F78967-2, F78967-3 Batch GN42B02: F78967-1 Batch GP16268: F78967-2, F78967-3 Batch GP16276: F78967-1 (*) Outside of QC limits mg/1 .100 0.10 104.0 78-1208 ' mg/kg 20.0 18.4 92.1 80-1201 mg/kg 1281 1300 101.0 80--120% mg/1 15 14.7 98.0 90-110% ' mg/ kg 20000 21300 106.5 88-114% 1 OD 1 1 1 1 1 Page 1 1 an 73 of 75 W ACCUTES? F78967 `".°a"T DUPLICATE RESULTS SUMMARY GENERAL CHEMISTRY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL QC Original OUP QC Analyte Batch ID Sample Units Result Result RPD Limits Chromium, Hexavalent GN42751 F78967-2 mg/l 0. 0030 U 0.0 0.0 0-348 Chromium, Hexavalent GN42802 F78967-1 mg/kg 1. 0 U 0.0 22.6(a) 0-208 Solids, Percent GN42775 F78929-7 % 90 .3 90.5 0.2 0-108 Total Organic Carbon GP16268/GN42839 F78967-2 mg/l 16 .3 16.3 0.0 0-208 Total Organic Carbon GP16276/GN42852 F78884-1 mg/kg 0. 00 0.00 0.0 0-368 pH GN42756 F78960-1 su 3. 79 3.79 0.0 0-1.2% pH GN42759 F78967-1 su 9. 74 9.72 0.0 0-1% Associated Samples: Batch GN42751: F78967-2, F7B967-3 Batch GN42756: F78967-2, F78967-3 Batch GN42759: F78967-1 Batch GN42775: F78967-1 Batch GN42802: F78967-1 k1 Batch GP16268: F78967-2, P78967-3 Batch GP16276: F78967-1 (•) Outside of QC limits •• (a) RPD acceptable due to low duplicate and sample concentrations. Page 1 ¦E 74 of 75 M ACCLj-raE3M F78967 "' ° a . ""' MATRIX SPIKE RESULTS SUMMARY GENERAL CHEMISTRY Login Number: F78967 Account: ITFLTAM - Shaw E & I, Inc. Project: City of Clearwater; Edgewater Dr & Sunset Point Rd, Clearwater, FL 1 1 1 QC Original Spike MS QC Analyte Batch ID Sample Units Result Amount Result %Rec Limits , Chromium, Hexavalent GN42751 F78967-2 mg/l 0.0030 U .100 0.12 115.0 78-120% Chromium, Hexavalent GN42802 F78967-1 mg/kg 1.0 U 22.1 12.1 52.6*(a) 80-1208 Total Organic Carbon GP16268/GN42839 F78967-2 mg/l 16.3 15 29.8 90.0 90-110% Total Organic Carbon GP16276/GN42852 F78884-1 mg/kg 0.00 22000 26300 119.8N(a) 88-1148 ' Associated Samples: Batch GN42751: F78967-2, F76967-3 Batch GN42802: F78967-1 Batch GP16268: F78967-2, F78967-3 Batch GP16276: F78967-1 ' (*) Outside of QC limits (N) Matrix Spike Rec. outside of QC limits (a) Spike recovery indicates possible matrix interference and/or sample nonhomogeneity. Go 1 1 Page 1 1 ¦¦ 75 of 75 " F78967 `" °" ° 1 SECTION IVa ' TABLE OF CONTENTS City of Clearwater Project No. 08-0049-UT ' Project B - Lift Station No. 21 Decommissioning - Final Design Supplemental Technical Specifications (STS) t These Supplemental Conditions amend or supplement the General Conditions Section III and the Technical Specifications Section IV of the Construction Contract and other provisions of the ' Contract Documents as indicated below. All provisions that are not so amended or supplemented remain in full force and effect. ' The terms used in these Supplemental Conditions will have the meaning indicated in the General Conditions. Additional terms used in these Supplemental Conditions have the meaning indicated below, which are applicable to both the singular and plural thereof. ' STS-01 includes amendments to the referenced conditions found in Section III General Conditions. ' STS-01 REVISIONS TO ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES STS-02 through STS-03 includes amendments to the referenced conditions found in Section ' IV General Conditions. STS-02 REVISIONS TO ARTICLE 13 - SANITARY MANHOLES ' STS-03 REVISIONS TO ARTICLE 20 - SANITARY SEWERS AND FORCE MAINS ' STS-04 includes additional conditions that supplement or supersede conditions found in Section IV General Conditions. ' STS-04 SECTION 01201 -MEASUREMENT AND PAYMENT (ATTACHED) 1 Section IVa TOC-1 1 Section IVa- Supplemental Technical Specifications SECTION IVa SUPPLEMENTAL TECHNICAL SPECIFICATIONS (STS) - CONSTRUCTION STS-01 A. B. STS-02 A. Revisions to Section III Article 6 - Contractor's Responsibilities The Contractor shall provide six (6) sets of shop drawings for all applicable items. The Contractor shall ensure that the "As-Built Survey" depicts both the originally proposed and constructed elevations and dimensions. Revisions to Section IV Article 13 - Sanitary Manholes Section 13.2 1. The referenced City of Clearwater detail (#302, Sheet 1 of 2) shall be referenced for precast manhole dimensions. 2. Sanitary manhole bedding shall be 6" of Type A-1 soils (per AASHTO M- 145) or FDOT No. 57 stone. No Type A-2 soils will be permitted. B. Section 13.6 STS-03 A. 1. All manhole connections with PVC pipe shall utilize a watertight pipe to 1 manhole adaptor. Revisions to Section IV Article 20 - Sanitary Sewers and Force Mains Force Main Piping and Fittings shall adhere to the below requirements: 1. All ductile iron pipe and fittings shall be manufactured in accordance with ANSI/AWWA C-151/A21.51. and shall be Class 51 or greater. Ductile iron pipe and fittings for water mains shall have an asphaltic outside coating and a cement lining inside in accordance with ANSI/AWWA C104/A21.4. Ductile iron pipe and fittings for sanitary sewer force main shall have a PROTECTO 401 ceramic epoxy interior lining with a minimum dry film thickness of 40 mils. All fittings shall be restrained joint. All pipe and fittings shall be manufactured by American, McWane, U.S. Pipe, or approved equal. 2. Bell Restraint: Ductile iron pipe bell restraint shall consist of a wedge action restraint ring on the spigot joined to a split ductile iron ring behind the bell. The restraint ring shall have individually actuated wedges that increase their resistance to pullout as pressure or external forces increase. The restraint ring and its wedging components shall conform to ASTM A536. The wedges shall be heat treated to a minimum hardness of 370 Section IVa Page 1 of 10 03/16/2011 Section lVa -- Supplemental Technical Specifications BHN. Torque limiting twist off nuts shall be used to insure proper actuation of the restraining wedges. The split ring shall conform to ASTM A 536. The connecting tie rods that join the tow rings shall be make of low alloy steel that conforms to one safety factor, of 350 psi in sizes 16- inch and below and 250 psi in sizes 18-inch through 36-inch. The product shall be the series 1700 Megalug restraint harness manufactured by EBAA Iron or approved equal. 3. Mechanical Joint Restraint: Gland body and restraint components shall be made from ductile iron and can be used with the standardized mechanical joint bell conforming to ANSI/AWWA C111/A21.11 and ANSI/AWWA C153/A21.53 of the latest version. Restraint assembly shall be capable of full deflection both during and after assembly. The restraint shall be Series 1100 Megalug as produced by EBBA Iron or approved equal. 4. All ductile iron pipe and fittings shall be polyethylene encased (minimum 8 mil thick and color coded) in accordance with ANSI/AWWA A21.5/C105 and ASTM A 674. Polyethylene encasement shall be green in color for sanitary sewer mains and blue for potable water mains. B. Gravity sewer pipe shall utilize 4" to 6" of granular bedding. Bedding material shall be Type A-1 or Type A-2 soils (per AASHTO M-145), FDOT No. 57 stone or clean native sand. C. All bedding types require an impermeable groundwater barrier at 100' intervals along the trench length. D. A mandrel shall be utilized to measure for pipe deflection as discussed in Article 20.4.1. STS-04 SECTION 01201 MEASUREMENT AND PAYMENT PART 1- GENERAL 1.01 SCOPE The Contractor shall receive and accept the compensation as provided in the Bidder's Proposal and the Contract in full payment for furnishing all materials, labor, tools, equipment, and for performing all operations necessary to complete the work under the contract, and also in full payment for all loss or damages arising from the nature of the work, or in any discrepancy between the actual quantities of work and quantities herein estimated by the Engineer, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work until the final acceptance by the City. ' Section IVa Page 2 of 10 03/16/2011 Section IVa - Supplemental Technical Specifications Work not shown or called out in either the Drawings or the Specifications, but necessary in carrying out the intent of the Project or in the complete and proper execution of the Work, is required and shall be performed by the Contractor as though it were specifically delineated or described. No additional compensation will be considered for this associated and necessary work. The prices stated in the Bidder's Proposal include all costs and expenses for taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees and royalties, labor for handling materials during inspection, together with any and all other costs and expenses for performing and completing the work as shown on the plans and specified herein. The Basis for Payment for an item at the unit price shown in the Bidder's Proposal shall be in accordance with the description of the item in this Section. The Contractor's attention is again called to the fact that the quotations for the various items of work are intended to establish a total price for completing the work in its entirety. Should the Contractor feel that the costs for any item of work has not been established by the Bidder's Proposal or Measurement and Payment, he shall include the costs for that work in some other applicable bid item, so that his proposal for the project does reflect his total price for completing the work in its entirety. 1.02 LUMP SUM QUANTITIES Contractor shall be solely responsible for determining the quantities of each lump sum pay item necessary to complete the Work as required by the Contract Documents. When lump sum items are broken into components, the sum of the components shall be the total Contract Price for the Work. The lump sum price stated on the Bidder's Proposal shall constitute full compensation for each lump sum pay item completed in accordance with the drawings and specifications. No other payments will be made to the Contractor except as specifically authorized by change order. 1.03 UNIT PRICE QUANTITIES All estimated quantities stipulated in the Unit Price portion of the Bidder's Proposal or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the bids submitted for the Work. The actual amounts of work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for unit price work and materials shall be the actual amount of work done and materials furnished. Contractor agrees that he shall make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts thereof. 1.04 MEASUREMENT AND PAYMENT A. Payment for all work done in compliance with the Contract Documents, inclusive of furnishing all manpower, equipment, materials and performance of all operations relative to construction of this project, will be made under the pay items listed herein and in accordance with the accepted Bid. Section IVa Page 3 of 10 03/16/2011 1 Section Iva - Supplemental Technical Specifications ' B. Methods of Measurement: 1. Units of measurement shall be defined in general terms as follows: ' a. Lump Sum (LS) p ) ' b. Per Each (EA) C. Per Linear Foot (LF) d. Per Square Foot (SF) e. Per Square Yard (SY) ' 1.05 BASIS OF PAYMENT ' Measurement and payment for each bid item shall include all labor, materials and equipment required to perform the work included for that respective item to provide a complete and operable installation whether specifically described, mentioned or implied. Payment for all sheeting, shoring, bracing, cofferdams, and other items necessary for a safe and workable excavation shall be included in those Items requiring same for a complete and operable installation whether specifically described, mentioned or implied. ' 1.06 ITEMS INCLUDED BUT NOT SPECIFIED ' The unit or lump sum prices designated in the proposal shall include all profit, taxes, labor, overhead, material, equipment, tools, survey staking, utility notification and coordination, resident notification (preparation and distribution of door hangers), towing ' of vehicles, clearing of right-of-way, protection of existing utilities, rock excavation, shoring, sheeting, removal of pavement, backfill, dewatering and any associated permits, erosion control, surface restoration, extra backfill material as required, stone bedding for ' sanitary structures, plugging of existing pipe and structures, excavation materials, concrete encasement, concrete thrust blocking, concrete slabs under new backflow devices, resetting of mailboxes, the resetting of fencing, record drawing (or "As-Built ' Survey") preparation and other work incidental thereto and specified in these specifications and on the Drawings, all as applicable to the item described unless designated otherwise in the Unit Price Bid Schedule and hereafter specified. ' If unsuitable material is found in any location other than within the foundation of any structural feature and/or within the bedding of any pipe/culvert it shall be removed, ' transported offsite, properly disposed of and replaced (if needed) at no additional cost to the City. 1 1.07 PAY ITEMS Pay Item No. 100 - Bypass Pumping The above pay item shall include payment for the bypassing of sewage flows as required to perform the necessary improvements. Bypass pumping shall continue until ' construction activities are complete and the work is accepted by the City. Payment for this item shall include, but not be limited to, the following: preparation and submission of a bypass pumping plan approved by the Engineer (if different than plans), coordination Section Iva Page 4 of 10 03/16/2011 iI Section Na - Supplemental Technical Specifications with City officials for station/force main shutdown, dewatering (as needed) to access the force main, furnishing and installing the appropriate fittings, valves and other appurtenances on the force main to facilitate bypass pumping, furnishing and installing a power source for bypass pumps (including backup), furnishing and installing bypass pumps (including backup), furnishing and installing temporary piping for bypass purposes, the plugging of sewer lines within manhole(s) where needed, connection appurtenances as may be needed, furnishing and installing and flow through plug including piping, furnishing and installing level controls, supervision of bypass operations during non-working hours, fencing of any open excavations resulting from bypass pumping operations, protection of bypass pump piping (barricades, fencing, etc.), resident coordination, noise reducing enclosures (if required), removal of items to facilitate the placement of bypass pumping piping, removal of bypass pumping system and any other incidentals required to perform this task. Payment for this item shall be on a lump sum basis and shall include all necessary equipment, labor and materials to complete this pay item. Additional compensation will not be required in the event multiple pump setups are required to perform the work. Pay Item No. 101- Sanitary Structure Removal The above pay item shall include payment for the removal of existing sanitary sewer structures (manholes) abandoned as a result of the work. Payment for this item shall include, but not be limited to, the following: coordination with City officials to determine items to be salvaged, excavation, sheeting, shoring, slope stabilization, removal and proper disposal of the structure, removal and proper disposal of all sewage within the existing structures, salvaging of manhole ring and covers, backfilling of voids with clean fill, compaction, grading, compaction. testing and any other incidentals required to perform this task. Payment for this item shall be on a per each structure removed basis and shall include all necessary equipment, labor and materials to complete this pay item. Pay Item No. 102 - Sanitary Sewer Removal The above pay item shall include payment for the removal of existing sanitary sewer piping (including mainline and laterals) abandoned as a result of the work. Payment for this item shall include, but not be limited to, the following: coordination with City officials to determine items to be salvaged, excavation, sheeting, shoring, slope stabilization, removal and proper disposal of sewer piping (mainline and laterals), the removal and proper disposal of all abandoned laterals in their entirety, removal and proper disposal of all sewage within the existing piping, backfilling of voids with clean fill, compaction, grading, compaction testing and any other incidentals required to perform this task. Payment for this item shall be on a per linear foot of piping removed basis and shall include all necessary equipment, labor and materials to complete this pay item. It shall be noted that the cost to be remove laterals will not be quantified separately. Compensation for lateral removal shall be included in the per linear foot cost for gravity main removal. Section Na Page 5 of 10 03/16/2011 1 1 Section IVa - Supplemental Technical Specifications ' Pay Item No. 103 -LS No. 21 Demolition The above pay item shall include payment for the demolition of the existing lift station as ' shown on the Drawings. Payment for this item shall include, but not be limited to, the following: dewatering, coordination with City officials to determine items to be salvaged, excavation, removal and proper disposal of force main piping, removal and ' proper disposal of all wet well components (valves, force main piping, pumps, guide rails, floats, etc.) in such a manner that minimizes the impact to the existing structure, removal of top slabs hatches and structure walls where shown on the Drawings, sheeting, ' shoring, slope stabilization, removal of all electrical features (conduits, cabinets, etc.), removal and salvaging of all odor control facilities and ventilation piping, protection of all features proposed to remain, backfilling of the wet well with flowable fill, salvaging ' of the mechanical plug within the abandoned influent main, re-plugging of the abandoned influent main, plugging of the existing force main and influent main, backfilling of the void with clean fill, compaction, grading, compaction testing and any other incidentals I required to perform this task. Payment for this item shall be on a lump sum basis and shall include all necessary equipment, labor and materials to complete this pay item. Pay Item No. 104 - Unsuitable Material Removal & Replacement Should unsuitable material, as specified in Article 17 of the City of Clearwater ' specification, be encountered at the project site, it shall be excavated in accordance with Article 17 and removed from the project site. Measurement of this item will be the actual volume in cubic yards of unsuitable materials removed, and acceptable soils replaced, compacted and accepted by the Engineer. Payment will be made at the contract unit price per cubic yard for the work. The payment will be full compensation for all labor, equipment and materials to complete all work, which includes hauling of any material ' from the project site, obtaining replacement backfill, compaction and testing. Payment under this item shall only be received if unsuitable material is found within the ' bedding of any pipe/structure. Use of this pay item will require approval from the City and/or Engineer. Payment shall be per cubic yard of unsuitable material removed and replaced. ' Pay Item No. 105 -- Construction of 12" PVC Sanitary Sewer ' The above pay item shall include payment for furnishing and installing sanitary sewer piping as specified in the Drawings. Payment for this item shall include, but not be limited to, the following: field layout of the sanitary sewer alignment, excavation, ' dewatering, preparation and placement of bedding material, slope stabilization, sheeting, shoring, protection of existing utilities, removal and resetting of fencing, protection of existing hedges/landscaping, relocation/ replacement of conflicting trees, installation of PVC sanitary sewer main including all gaskets and required appurtenances, performance testing, backfill, compaction of backfill, grading, compaction testing and shall include all necessary equipment, labor and materials to complete this pay item. Payment for this pay item shall be on a per linear foot installed basis and shall include all necessary equipment, labor and materials to complete this pay item. 1 Section IVa Page 6 of 10 03/16/2011 1 Section rVa - Supplemental Technical Specifications Pay Item No. 106 - Construction of Sanitary Sewer Manhole (5' Diameter) The above pay item shall include payment for furnishing and installing manholes as shown on the Drawings. Payment for this item shall include, but not be limited to, the following: field layout of manhole location, excavation, dewatering, slope protection, sheeting, shoring, placement of suitable bedding material, removing existing sanitary sewer piping, connection to existing piping using new piping and couplings, connection to new piping using couplings, furnishing and installing manhole to pipe adaptors, furnishing and installing the manhole as shown in the Drawings, bench construction, backfill, compaction, grading, testing and any other incidentals required to perform this task. Payment for this item shall be on a per each manhole installed basis and shall include all necessary equipment, labor and materials to complete this pay item. Pay Item No. 107 - Construction of Sanitary Laterals (Connect to Existing Private Lateral) The above pay item shall include payment for furnishing and installing sanitary laterals as specified in the Drawings, as well as connecting to the existing laterals. Payment for this item shall include, but not be limited to, the following: field exploration to determine active lateral locations, notification to the City when abandoned laterals are proposed to be removed, field layout of the new sanitary lateral alignment in order to avoid obstructions/obstacles, excavation, dewatering, sheeting, shoring, preparation and placement of bedding material, slope stabilization, protection of existing utilities, installation of PVC sanitary sewer lateral including all gaskets and required appurtenances, connection of lateral to the new gravity main using the appropriate fittings (wye and bend), connection of lateral to the existing lateral piping using the appropriate coupling, proper disposal of removed lateral, compaction, backfill, grading, compaction testing and shall include all necessary equipment, labor and materials to complete this pay item. Payment for this pay item shall be on a per linear foot of lateral installed basis. Pay Item No. 108 - Cleanout Construction The above pay item shall include payment for furnishing and installing sanitary cleanouts as specified in the Drawings. Payment for this item shall include, but not be limited to, the following: field exploration to determine proposed cleanout location, excavation, dewatering, placement of bedding material, slope stabilization, protection of existing utilities, installation of cleanout assembly as shown on the plans including all gaskets and required appurtenances, connection of the cleanout to the new lateral, proper disposal of removed cleanout, compaction, backfill, grading, compaction testing and shall include all necessary equipment, labor and materials to complete this pay item. Payment for this pay item shall be on a per cleanout installed basis. Pay Item No. 109 - Connect to Existing Sanitary Manhole The above pay item shall include payment for connecting to an existing manhole as shown on the Drawings. Payment for this item shall include, but not be limited to, the following: coordination with City officials for main shutdown, excavation, dewatering, slope protection, sheeting, shoring, perforation of manhole side wall, connection to existing manhole, furnishing and installing manhole to pipe adaptors, bench Section IVa Page 7of10 03/16/2011 1 1 Section IVa - Supplemental Technical Specifications ' reconstruction, repair of the structure wall, backfill, compaction, grading, testing and any other incidentals required to perform this task. Payment for this item shall be an a per each existing manhole connection basis and shall include all necessary equipment, labor and materials to complete this pay item. Pay Item No. 110 - Residential Potable Water Service Construction & Reconnection ' The above pay item shall include payment for the construction of new potable water services and the connection to the existing potable water services. Payment for this item ' shall include, but not be limited to, the following: field exploration to determine the location and depth of the existing water main, identification of potable water services that will be impacted by the roadway subgrade stabilization activities, notification to the City once conflicting potable water services are identified, coordination with the City prior to beginning work on the potable water main, tapping of the new main (including all appurtenances, including the corporation stop, shown on the plans) at the appropriate ' location to ensure no future conflicts during roadway subgrade stabilization, installation of potable water service tubing, connection of new tubing to the existing potable water service beyond the back of curb (including all appurtenances), flushing, testing, disinfection, abandonment of the old service saddle, backfill, compaction, grading, testing and any other incidentals required to perform this task. Payment for this item shall be on a per linear foot of potable water service tubing installed basis and shall ' include all necessary equipment, labor and materials to complete this pay item. Pay Item No. 111- Concrete Sidewalk (including Detectable Surfaces) ' The above pay item shall include payment for the restoration of sidewalks damaged during construction. Payment for this item shall include, but not be limited to, the ' following: removal and disposal of damaged sidewalk sections, preparation of base, placement of wire reinforcement, pouring of concrete, forming, leveling, placement of detectable surface, curing, backfill, compaction, grading, testing and any other incidentals ' required to perform this task. Payment for this item shall be on a per square foot of sidewalk restored basis and shall include all necessary equipment, labor and materials to complete this pay item. ' Pay Item No. 112 - Roadway Reconstruction ' Payment for roadway reconstruction shall be made a per square yard of roadway reconstructed basis and shall include as necessary equipment, labor and materials required to complete this pay item. Payment for roadway reconstruction shall include, ' but not be limited to, the following: staking and layout of the roadway, notification to residents, maintenance of traffic, erosion control, maintenance of access to all residences during roadway reconstruction, identification of conflicting facilities, demolition of the ' roadway's stabilized subgrade, base and wearing surface, furnishing and placing new stabilized subgrade as specified in the plans, furnishing and placing the 8-inch thick crushed concrete base and the 2-inch thick asphaltic concrete surface course onto the base material and grading of the parkway area, as necessary, to facilitate positive drainage towards the roadway, hauling, removal of unsuitable material and replacement with suitable material, stabilization admixtures, dewatering, placing, compacting, grading and ' Section IVa Page 8 of 10 03/16/2011 1 Section IVa- Supplemental Technical Specifications testing the stabilized subgrade, the crushed concrete base and the asphaltic concrete surface course, prime and tack coats, pavement markings, temporary striping (paint) and permanent striping (thermoplastic), testing and all other incidental items required to successfully complete this pay item. Pay Item No. 113 - Type I Curb Reconstruction (including Drop Curb & Valley Gutter) Payment for curb reconstruction will be made on a per linear foot of curb reconstructed basis, as measured along the inside face of curb, and shall include as necessary equipment, labor and materials required to complete this pay item. Payment for curb shall include, but not be limited to, the following: preparation of base, compaction, forming, placement of reinforcement, pouring of concrete, testing and all other incidental items required to successfully complete this pay item. Pay Item No. 114 - Concrete Driveway Restoration The above pay item shall include payment for the restoration of driveways damaged during construction. Payment for this item shall include, but not be limited to, the following: removal and disposal of damaged driveway sections, preparation of base, placement of wire reinforcement, pouring of concrete, forming, leveling, curing, backfill, compaction, grading, testing and any other incidentals required to perform this task. Payment for this item shall be on a per square foot of driveway restored basis and shall include all necessary equipment, labor and materials to complete this pay item. Pay Item No. 115 - Sodding (Match Existing) Payment for sod (match existing) will include furnishing all equipment, labor and materials to replace sod damaged or removed during construction activities, including rolling sod, erosion protection, and watering until final acceptance by the Engineer. Sod installation shall be accordance with Article 31. The Contractor shall only receive compensation for sod placed within the project limits in areas impacted directly by the work. Payment will be per square foot of sod replaced (in kind) and shall include all other incidental items required to successfully complete this pay item. Pay Item No. 116- Asphalt Driveway Restoration Payment for the restoration of asphalt driveway shall be made on a per square yard restored basis and shall include all necessary equipment, materials and labor required to complete this item. Work activities to be covered under this pay item shall include, but not be limited to, the following: furnishing fill, subgrade and base material, placement of fill, subgrade and base material as stated in the Drawings and Article 22, compaction of fill, subgrade, and base in accordance with the Drawings and Article 22, stabilization of subgrade, grading as needed to restore preconstruction stormwater flow patterns and match existing pavement elevations, application of prime and tack coats, furnish and place asphalt in accordance with the Drawings and Article 23, testing and all incidental items required to complete this pay item. Section IVa Page 9 of 10 03/16/2011 1 Section Iva- Supplemental Technical Specifications This pay item is only applicable for asphalt driveways and asphalt driving surfaces outside of the limits of roadway reconstruction. ' Pay Item No. 117 -10% Owner's Contingency Measurement for unspecified work that the Owner directs the Contractor to perform ' during construction of the project shall be measured by generally accepted unit quantities for such work as established under the General Conditions and agreed to by the Owner, Engineer and Contractor. The lump sum payment will be revised based on a negotiated agreement. The cost of this additional work shall be agreed upon in writing and approved by the City prior to starting this additional work. The quantities of unspecified work to be paid under this item shall be measured in units of pay for work in place, completed and accepted. The value of a unit shall be One and 00/100 Dollars ($1.00). ' The Bidder shall calculate this item on the Bid Form by totaling the Bid Items and multiplying by 10%. This item will be treated as an allowance, against which the City ' may direct work not shown on the Drawings, or require other additional work which falls within the general scope of work for the project, as approved in writing from the City. Each dollar of cost for the additional work will be considered one unit. The final project change order shall include all additional costs approved under the contingency. This item is for contingency if required during the course of the project to facilitate the project, and will be paid only after written authorization to include the item in the progress payments ' and shall be full compensation for furnishing all labor, materials and equipment required to do all related work for any miscellaneous work not specifically included for payment under any other item, but obviously necessary to complete the Contract. Partial payments ' under this item shall be agreed upon by the Owner, Engineer and Contractor. END OF SECTION 1-1 u 1 Section Iva Page 10 of 10 03/16/2011 Executed in _ Counterparts NOTICE AND FRONT-PAGE THIS BOND IS FURNISHED IN COMPLIANCE WITH FLORIDA STATUTE 255.05. THE PRINCIPAL HEREIN HAS ' ENTERED INTO A WRITTEN CONTRACT WITH THE STATE OF FLORIDA, A COUNTY OR POLITICAL SUBDIVISION THEREOF OR ANOTHER PUBLIC ENTITY WITHIN THE STATE OF FLORIDA. UNDER THE PROVISIONS OF FLORIDA STATUTE 255.05 THIS PAGE MUST BE ATTACHED AS THE FRONT PAGE OF THIS ' BOND. ALL OTHER BOND PAGE(S) ARE DEEMED SUBSEQUENT TO THIS PAGE REGARDLESS OF ANY PAGE NUMBER(S) THAT MAY BE PRINTED THEREON. ' REFERENCE IS MADE TO AND ALL PERSONS ARE DIRECTED TO THE NOTICE AND TIME LIMITATION PROVISIONS OF SECTION 255.05 AS CONTAINED IN SECTION 255.05(2)(a)(1.) AND SECTION 255.05(2). ATTACHED TO AND FORMING PART OF BOND NO.: 80336266 1 CONTRACTORNAME: Gregory Electric Company, Inc. ' CONTRACTOR ADDRESS: P 0 Drawer 1419 Columbia, SC 29202-1419 CONTRACTOR PHONE NO.: 803-748-1124 SURETY COMPANY: THE CINCINNATI INSURANCE COMPANY P. O. BOX 14596 CINCINNATI OH 45250-5496 SURETY COMPANY PHONE NO.: 513 870-2000 OWNER NAME: City of Clearwater OWNER ADDRESS: 100 S. Myrtle Ave, 1st Floor, Room 130 Clearwater, FL 33756-5520 OWNER PHONE NO.: 727-562-4634 OBLIGEE NAME: (if contracting entity is different from the owner, the contracting entity) OBLIGEE ADDRESS: OBLIGEE PHONE NO.: BOND AMOUNT: $1,882,577.11 CONTRACT NO.: (if applicable) DESCRIPTION OF WORK: Clearwttwer Harbor Reclaim System (10-000$-UT Lift Station 21 Decommissioning (08-0049-ut) PROJECT LOCATION: City of Clearwater LEGAL DESCRIPTION: (if applicable) i i i BOND NUMBER: B0336266 CONTRACT BOND STATE OF SOUTH CAROLINA COUNTY OF RICHLAND KNOW ALL MEN BY THESE PRESENTS: That we GREGORY ELECTRIC COMPANY INC. Contractor and THE CINCINNATI INSURANCE COMPANY (Surety) whose home address is PO BOX 14596, CINCINNATI, OHIO 45250 ' HEREINAFTER CALLED THE "Surety", are held and firmly bound into the City of Clearwater, Florida (hereinafter called the "Owner") in the penal sum of. ONE MILLION EIGHT HUNDRED EIGHTY-TWO THOUSAND FIVE HUNDRED AND SEVENTY-SEVEN DOLLARS AND ' ELEVEN CENTS ($1,882,577.11) for the payment of which we bind ourselves, our heirs, executors, administrators, successors, and assigns for the faithful performance of a certain written contract, dated the jq' day of 1 Une 201 , entered into between the Contractor and the City of Clearwater for: PROJECT A: CLEARWATER HARBOR RECLAIM SYSTEM (10-0008-UT) ' PROJECT B: LIFT STATION 21 DECOMMISSIONING (08-0049-UT) a copy of which said contract is incorporated herein by reference and is made a part hereof as if fully ' copied herein. ' NOW THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that if the Contractor shall in all respects comply with the terms and conditions of said contract, including the one-year guarantee of material and labor, and his obligations thereunder, including the contract ' documents (which include the Advertisement for Bids, Form of Proposal, Form of Contract, Form of Surety Bond, Instructions to Bidders, General Conditions and Technical Specifications) and the Plans and Specifications therein referred to and made a part thereof, and such alterations as may be ' made in said Plans and Specifications as therein provided for, and shall indemnify and save harmless the said Owner against and from all costs, expenses, damages, injury or conduct, want of care or skill, negligence or default, including patent infringements on the part of the said Contractor agents or employees, in the execution or performance of said contract, including errors in the plans furnished by the Contractor, and further, if such "Contractor" or "Contractors" shall promptly make payments to all persons supplying him, them or it, labor, material, and supplies used directly or ' indirectly by said Contractor, Contractors, Sub-Contractor, or Sub-Contractors, in the prosecution of the work provided for in said Contract, this obligation shall be void, otherwise, the Contractor and Surety jointly and severally agree to pay to the Owner any difference between the sum to which the said Contractor would be entitled on the completion of the Contract, and that which the Owner may be obliged to pay for the completion of said work by contract or otherwise, & any damages, direct or ' indirect, or consequential, which said Owner may sustain on account of such work, or on account of the failure of the said Contractor to properly and in all things, keep and execute all the provisions of said contract. 1 Page I ?J ?J r CONTRACT BOND (2) And the said Contractor and Surety hereby further bind themselves, their successors, executors, administrators, and assigns, jointly and severally, that they will amply and fully protect the said Owner against, and will pay any and all amounts, damages, costs and judgments which may be recovered against or which the Owner may be called upon to pay to any person or corporation by reason of any damages arising from the performance of said work, or of the repair or maintenance thereof, or the manner of doing the same or the neglect of the said Contractor or his agents or servants or the improper performance of the said work by the Contractor or his agents or servants, or the infringements of any patent rights by reason of the use of any material furnished or work done; as aforesaid, or otherwise. And the said Contractor and Surety hereby further bind themselves, their successors, heirs, executors, administrators, and assigns, jointly and severally, to repay the owner any sum which the Owner may be compelled to pay because of any lien for labor material furnished for the work; embraced by said Contract. And the said Surety, for the value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN TESTIMONY WHEREOF, witness the hands and seals of the parties hereto this 20th day of June , 20 11 ATTEST: WITNESS: COUNTERSIGNED: GREGORY ELECTRIC COMPANY. INC., CONTRACTOR rr By• A&- The Cincinnati Insurance Compan?I wa SURETY Y= ATTORNEY-IN-FACT J Susan R. Huffste? ler Page 2 1 THE CINCINNATI INSU CE CONTANY ' Faiif.eld, Ohio POWER OF ATTORNRY OW ALL MEN BY THESE PRESENTS: That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws Of State of Ohio, and having its principal office in'the City of Fairfield, Ohio, does hereby constitute and appoint Robert: E. Livingston; Rape H.' Livingston and/or Susan R. Huffst at ley West: Columbia, South Carolina its trua and lawful Attorney(s)-inFact to sign, e: e"Izte, seal and deliver on. its behalf as Surety, and as its act and deed, • any and all bonds, policies, under takings, or other like instruments, as follows: Any such obligations in the United St:ates, up to ' Twenty Million and No/100 Dollars ($20,000,000.00). This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company aGt a rmaet ng held in the principal ofaca of the Company, a quorum being present and voting, on the 6th day of December, 1958, which solution is still in effect: "RESOLVEfJ, that the President or ray Vice President be hereby authorized, and empowered to appoint.Attomeys-iu- Fact of the Company to execute any and all bonds, policies, undertaldags, or other like instruments on behalf of the Corporation, and may authorize any officer or any such Attorney-in-Fact to affix the corporate seal; and may with or ' without cause modify or revoke any such appointment or authority. Any such writings so executed by such Attorneys-in- Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the company." This Power of Attorney is. signed and sealed by facsimile under and by the authority of the following Resolution addpted by the loa-rd of Directors of the Company at a meeting duly called and held on the 7th day of December, 1973. "RESOT VED, that the signature of the President or a Vice President and the seal of the Company may be affixed by ' facsimile on any power 'of attorney ganted, and the signature of the Secretary or,Assistant Secretary and the seal of the Company may be affixed by facsimile to any cer'icato of any such poser and any such power of certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by cartificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, ' continue to be valid and binding on the Company." IN 77TTNES S WHEREOF, THE CINCINNATI INSURANCE COMPANY has caused these presents to be sealed with its corporate seal., duly attested by its Senior Vice President this 1st day of August, 2004. P?c,?r it adrap? 1IiB CINNATI I SE NSURANCE COMPANY ? p .ti ITAT'E Senior Vice President OF OHIO ) ss: COUNTY OF BUTLER ) On this 1st day of August, 2004, before me came the above-named Senior Vice President of THE CINCINNATI INSURANCE 10-RIPANY; to me personally known to be the officer described herein, and acknowledged that the seal', affixed to the preceding iustnrment is the corporate seal of said Company and the corporate seal and the signature of the officer were duly axed and subscribed to said instuument ?y the authority and direction of said corporation. Fae?e?ar? IA L ZI p - MARK J. H LLEP, Attorney at Later NOTARY PUBLIC - STATE of OHIO Cdr ?? fly commission has no expiration ' d.??w g ®s4 data. Section 147.03 O.R.C. I, the undersigned eczetary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the above a true and correct cop the Original,Power oiAttorney issued by said Company, and do hereby further certify that the said Power of homey is still in full fq_ ck aid effecf. GIVEN under ` ,.hfnd-and seal of. sai?Company at Fairfield, Ohio. this L3CR,4__Q_ ,.®1 1 I Argd tea@raa A r? cS MRMPZATB e Secretary cl cap I?. POLICYHOLDER NOTICE TERRORISM INSURANCE COVERAGE Your policy (or the policy proposed to you) contains coverage for certain losses caused by terrorism. Premium: ' We are required to notify you of the portion of the premium, if any, attributable to the coverage for terrorist acts certified under the Terrorism Risk Insurance Act of 2002. The portion of your, premium that is attributable to coverage for terrorist acts certified under the Act is ' Federal Participation' The Act also requires us to provide disclosure of federal participation in payment of terrorism losses. ' Effective hlovember 2G, 2002, .under your policy (or the policy proposed to you), any losses caused by certified acts of terrorism would be partially reimbursed by the United States Government, Department of ' Treasury, under a formula established by federal law. Under this formula, the United States pays 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company ' providing the coverage. Act of Terrorlsm: As defined in Section 102(1) of the Act, the term "act of terrorism" means any act that is certified by the Sec- retary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property or infra- structure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States mission; and to have been committed by an individual ' or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civil- ian population of the United States or to infl uence the policy or affect the conduct of the United States GOV- ' ernment by coercion. EMERGENCY CALL LIST TO. Engineering; Police Communications; Traffic; Fire Department; Utilities Dispatch/Gas; Public ' Service/ Road & Drainage; Assistant Director Public Utilities; Public Utilities/Water; Public Utilities/Wastewater; Construction Project Coordinator; Construction Inspector, Public Utilities/WPC r FROM: Engineering PROJECT: PROJECT A: CLEARWATER HARBOR RCW SYSTEM (10-0008-U1) & PROJECT B: LS21 DECOMMISSIONING (0$-{1049-UT) LOCATION: Clearwater, Florida The following Contractor has been awarded the above project by the City Commission action dated: June 2, 2011 PROJECT IS TO BEGIN: C NTRACTOWS NAME AND ADDRESS: NAME: Gregory Electric Company, Inc. ADDRESS: 2124 College Street Columbia, South Carolina 29202 PHONE 9: (803)748-1122 FAX #: (803) 748-1102 IN CASE OF EMERGENCY - PLEASE NOTIFY: (Please List 3) NAME: *1 W i 1 lia*WS PHONE #: k 1?ZA _-I -n _ 309'a TITLE: s P- rc &Q-& NAME: `Sk.6,0 akzv PHONE #: `I an _ aao? - 133x, NAME: US W.\\,oS PHONE #: E03 --)gsr111 -6 TITLE:)r'CAAr&L?k TITLE: V• ? _ Presic?.en,+ 1 u 1 1 EMERGENCY TRAFFIC MAINTENANCE PERSON NAME: V--- tl,:? k6 i I%0-K S PHONE # a 3q _ -n') -So D5 NOTE: IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE TRAFFIC ENGINEERING DEPARTMENT & THE CLEARWATER POLICE DEPARTMENT WHEN WORK COMMENCES AND WHEN STREETS ARE TO BE CLOSED TO TRAFFIC. TO: City of Clearwater ATTN: Public Works Construction P.O. Box 4748 Clearwater, Florida 33758-4748 The following personnel are authorized by me to sign submittals for PROJECT A: CLEARWATER HARBOR RCW SYSTEM (10-0008-UT) & PROJECT B: LS21 DECOMMISSIOMNG (08-0049-UT) NAMES: ljnAi ?hM,, COMPANY NAME: Gregory Electric Company, Inc. BY: DATE: 'T'ITLE: ??' ?? 1 1 CONTRACT This CONTRACT made and entered into this 3eday of G , 20 by and between the City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City", and GREGORY ELECTRIC COMPANY. INC. of the City of COLUMBIA, County of RICHLAND and State of SOUTH CAROLINA hereinafter designated as the "Contractor". WITNESSETH: That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as follows: The Contractor, and his or its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will at their own cost and expense perform all labor, furnish all materials, tools and equipment for the following: PROJECT A: CLEARWATER HARBOR RECLAIM SYSTEM (10-0008-UT) PROJECT B: LIFT STATION 21 DECOMMISSIONING (08-0049-UT) FOR THE SUM OF ONE MILLION EIGHT HUNDRED EIGHTY-TWO THOUSAND FIVE HUNDRED AND SEVENTY-SEVEN DOLLARS AND ELEVEN CENTS ($1,882,577.11) In accordance with such proposal and technical supplemental specifications and such other special ' provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this ' contract, and all of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike manner to the satisfaction of the City. 1 1 1 1 1 1 If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB-CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB-CONTRACTOR, AGENT SERVANTS OR EMPLOYEES. Page 4 1 CONTRACT (2) In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay-off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non-discrimination clause. The Contractor further agrees to insert the foregoing provisions in all contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub-contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the ' event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of S1.U1)0.00 per day for each day that the work to be performed by the ' Contractor remains incomplete beyond the time limit specified herein, which sum of S1s0O-0&9 Ser ay shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is ' not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. ' It is further mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the surety bond which is attached hereto for the faithful performance of the terms and conditions as contained herein by the Contractor, that the City shall at any time deem the surety or ' sureties upon such performance bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own ' expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment shall be made to the Contractor under the terms and ' provisions of this contract until such new or additional security bond guaranteeing the faithful performance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. Page 5 CONTRACT (3) IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, in duplicate, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By: JjJ4-o?? William B. Horne, II City Manager ' Countersigned: 1 By ' Frank Hibbard, Mayor-Councilmember ' (Contractor must indicate whether Corporation, Partnership, Company or Individual.) 1 (The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing ' for a Corporation, he must, by Affidavit, show his authority to bind the Corporation). v (Seal) r?R At t est: Rosemarie Call City Cl A rovi as to form Camilo Soto Assistant City Attorney A4 ((Contract64 CarPott"oir1 "LkjdEAL Page 6 1 CONTRACT R' AF V T FOR FINAL PAYMENT ' (CORPORATION FORM) STATE OF ' COUNTY OF On this day personally appeared before me, the undersigned authority, duly authorized -to ' administer oaths and take acknowledgments, , who after being duly sworn, deposes and says: 1 1 1 1 That he is the (TITLE) of GREGORY ELE C COMPANY, INC a Florida Corporation, with its principal place of business located at 2124 COL EGE COLUMBIA, S H AROLINA 29205 (herein, the "Contractor"). That the Contractor was the general contractor under a contract executed on the day of , 20 , with the CITY OF CLEARWATER, FLORIDA, a municipal corporation, as Owner, and that the Contractor was to perform the construction of PROJECT A: CLEARWATER HARBOR RECLAIM SYSTEM (10-4008-UT) PROJECT B: LIFT STATION 21 DECOMMISSIONING (080049-UT) That said work has now been completed and the Contractor has paid and discharged all sub-contractors, laborers and material men in connection with said work and there are no liens outstanding of any nature nor any debts or obligations that might become a lien or encumbrance in connection with said work against the described property. That he is making this affidavit pursuant to the requirements of Chapter 713, Florida Statutes, and upon consideration of the payment of (Final Full Amauut of Contrgct) in full satisfaction and discharge of said contract. That the Owner is hereby released from any claim which might arise out of said Contract. The word "liens" as used in this affidavit shall mean any and all arising under the operation of the Florida Mechanic's Lien Law as set forth in Chapter 713, Florida Statutes. Sworn and subscribed to before me INC. This day of 920 GREGORY ELECTRIC COMPANY, AFFIANT BY: NOTARY PUBLIC My Commission Expires: PRESIDENT Par 7 ' EMMUL BOND (Not to be filled out if a certified check is submitted) KNOWN ALL MEN BY THESE PRESENTS: That we, the undersigned, Gregory Electric Compa M, Inc. asPrincipal,and The Cincinnati Insurance Company as Surety, who's address is _ P O Box 14596, Cincinnati, OH 45250 , are held and firmly bound unto ' the City of Clearwater, Florida, in the sum of Ten-per-cent-Of-amount-bid--------- ------ Dollars ($ ) (being a minimum of ICPA of Contractoes total bid amount) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, ' executors, administrators, successors and assigns. The condition of the above obligation is such that if the attached Proposal of Gregory Electric- ' C , Inc. as Principal, and The Cincinnati Insurance Company as Surety, for work specified as: CLEARWATER HARBOR RECLAIM SYSTEM (10-0008-UT) & LS 21 DECOMMISSIONING (08-0049-UT) all as stipulated in said Proposal, by doing all work incidental thereto, in accordance with the plans and ' specifications provided herefor, all within Pinellas County, is accepted and the contract awarded to the above named bidder, and the said bidder shall within ten days after notice of said award enter into a contract, in writing, and furnish the required Performance Bond with surety or sureties to be approved ' by the City Manager, this obligation shall be void, otherwise the same shall be in full force and virtue by law and the full amount of this Proposal Bond will be paid to the City as stipulated or liquidated damages. ' Signed this 28th day of April 20 11 (Principal must indicate whether corporation, partnership, company or individual) ' The person signing shall, in his own handwriting, sign the Principal's name, his own name and his title, the person signing for a corporation ' must, by affidavit, show his authority to bind the corporation. 1 SecdonV.doc Gregory Electric Cwipany, Inc. Principal By: Vice P/-esCiIC?? Title The Cincinnati Insurance Company 7 surety Ssan R. Huffstetler, Attorney-in-fact Tee 7 of 14 9127/2010 1 ' THE ciNaNNATI YNsuRdNcz COMPANY Fahfield, Ohlo POWER OF ATTORNEY ' MOW ALLM W BY THESE PRESENTS: That THE C NCINNATI NSURANGB COMPANY, a corporation organized under the laws of the State of Ohio, and having its principal office iii the City of Fairfield, Ohio, does hereby constitute and appoint 1 1 fl Robert: E. Livingston; Raya H.'Ltvingstoa and/or Susan R. Huffstet:ler of West Columbia, South Carolina its true and lawful Attorney(s)-in Fact to sign, execute, seal and deliver on its behalf as Surety, and as its act and deed,-any and all bonds, policies, underta dam or other h1w instruments, as follows: Any such obligatiou.a in the United Stages, up to Twenty Million acid No/100 Dollars ($20,000,000.00). This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company at a rneet ng held in the principal office of the Comparry, a quorum being present and voting, on the 6th day of December, 1958, which resolution is still in effect "RBSOLVEb, that the President or any Vice President be hereby azdhorired, and empowered to appoint•Attomeys-in Fact of the Company to execute any and all bonds, policies, undertakings, or otb* lilts instnamenta on behalf of the Corporation, and may authorize any ofi leer or any such Attorney-in-Fact to affix the corporate seal; and may with or without cause modify or revoke any such appointment or eutbarity. Any such writings so executed by such Attorneys-in- Fact shall be binding upon the Company as if they had been duly executed and aelmowledged by the regularly elected officers of the Company." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 7th day of Deceraber, 1973. 'TMOLVED, that the signature of the president or a Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary or.Assistsat Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such po*w and any su,ah power of certificate bearing Such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continua to be valid and binding on the Company" IN WITNES S WHEREOF, THE CINCI MATI INSURANCE COMPANY has caused these presents to be sealed with its ooaporats seal, duly attested by its Senior Vice President this 1st day of August, 2004. two l? czNNAn INSURANCE COMPANY ?RPOR4Ti ? SEAL Lent omit . Senior Vice PSTATE OF OHIO ) ss: COUNTY OF 13UMER ) On this lot day of August, 2004, before me a= the above-named Senior Vice President of THE CINCINNATI INSURANCE COMPANY, to me personally known to be the ofil uu described herein, and acknowledged Vail the seal affixed to the preceding instrument is the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instrument by the authority and direction of said corporaiiom 1 is a true Altarrn" I ibis -14411- MARK L H LLER, Attorney at Law NOTARY PUauo . STATE OF OHIO my commission has no expiration date. Section 147.08 O.R.C. I, tbs nridereigaed Secretary or Assistant sectary of THE QNcu An INSURANa COMPANY, hereby certify that the above and correct copy of ttae Original Power of Attorney issued by said Company, and do hereby further certify that tho said Power of is still in full Toros and effct. GrM4 under my hand and seal of said Company at Fairfield, Ohio. 2AIhh nF.." day of April, 2011: 1 POLICYHOLDER MOTILE TERRORISM INSURANCE COVERAGE ' Your policy (or the policy proposed to you) contains coverage for certain losses caused by terrorism. Premium: We are required to notify you of the portion of the premium, if any, attributable to the coverage for terrorist acts certified under the Terrorism Fisk Insurance Act of 2002. g The portion of your premium that is attributable to coverage for terrorist acts certified under the Act Is Federal Particinatlori The Act also requires us to provide disclosure of federal participation in payment of terrorism losses. Effective November 26, 2002, under your policy (or the policy proposed to you), any losses caused by certified acts of terrorism would be partially reimbursed by the United States Government, Department of ' Treasury, under a formula established by federal law. Under this formula, the United States pays 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company 1 providing the coverage. c of T rMlism: As defined In Section 102(1) of the Act, the term 'act of terrorism" means any act that is certified by the Sec- retary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that Is dangerous to human life, property or infra- structure; to have resulted in damage within the United States, or outside the United states in the case of an air carrier or vessel or the premises of a United States mission; and to have been committed by an individual or Individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civil- 1 ian population of the United States or to influence the policy or affect the conduct of the United States GoV- ernment by coercion. 1 1 1 a 11 AFFIDAVIT (To be filled in and executed if the bidder is a corporation) STATE OF FIMIUM SWAA COUNTY OF Secretary of C- we., 10ru y being duly sworn, deposes and says that he/she is a corporation organized ancldexisting under and by virtue of the laws of the State of Florida, and having its principal office at: Street & Number City County State Affiant further sags that he is familiar with the records, minute books and by-laws of (Name of Corporation Affiant further says that is V ACA -'4e.S V1q ' __ _ (Officer's Name) (Title) f'yg of the corporation, is duly authorized to sign the Proposal for for said corporation by virtue of ( e whether a rovision of by laws or a Resolution of the Board of rs. If by Resolution give date of adoption). 5?/ 44e? A rant Sworn to before me this ? day of 20 SedionV.doc otary Public _VV44__1 01 QWH7 Type/print/stamp name of No At"?J.?CX-PmAjq C*IXA Title or rank, and Aerial No., if any W Carntn( .may 4 M Pale s or 14 927/2010 1 ' NQN-COLLUSION AFFIDAVIT STATE OF 0WOMM 3cLW^ QGr04m. ' COUNTY OF L &a M • ?!Lif)S being, first duly swom, deposes and says that he is 1 -V - I-y?-l- of L the party making the foregoing Proposal or Bid; that such Bid is genuine and not collusive or sham; that said bidder is not financially interested in or otherwise affiliated in a business way with any other bidder on the same contract; that said bidder has not colluded, conspired, connived, or agreed, directly ' or indirectly, with any bidders or person, to put in a sham bid or that such other person shall refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price or affiant or any other bidder, or to fix any overhead, profit or cost element of said bid price, or that of any other bidder, or to secure any advantage against the City of Clearwater, Florida, or any person or persons interested in the proposed contract; and that all statements contained in said proposal or bid are true; and further, that such bidder ' has not directly or indirectly submitted this bid, or the contents thereof, or divulged information or data relative thereto to any association or to any member or agent thereof. Affiant Sworn to and subscribed before me this day of 20_LA_. r-, qbct:6 ..Le Notary ublic My Commm Figures ju y e, 2020 I SeciionV.doc Pop 9 of 14 9/27/2010 1 ' PROPOSAL (1) TO THE CITY OF CLEARWATER, FLORIDA, for CLEARWATER HARBOR RECLAIM SYSTEM (10-0008-UT) & LS 21 DECOMMISSIONING (08-0049-UT) and doing such other work incidental thereto, all in accordance with the contract documents, marked ' CLEARWATER HARBOR RECLAIM SYSTEM (10-0008-UT) & LS 21 DECOMMISSIONING (08-0049-UT) ' Every bidder must take notice of the fact that even though his proposal be accepted and the documents signed by the bidder to whom an award is made and by those officials authorized to do so on behalf of the City of Clearwater, Florida, that no such award or signing shall be considered a binding contract without a certificate from the Finance Director that funds are available to cover the cost of the work to be done, or without the approval of the City Attorney as to the form and legality of the contract and all the pertinent documents relating thereto having been approved by said City Attorney; and such bidder ' is hereby charged with this notice. The signer of the Proposal, as bidder, also declares that the only person, persons, company or parties interested in this Proposal, are named in this Proposal, that he has carefully examined the Advertisement, Instructions to Bidders, Contract Specifications, Plans, Supplemental Specifications, General Conditions, Special Provisions, and Contract Bond, that he or his representative has made such ' investigation as is necessary to determine the character and extent of the work and he proposes and agrees that if the Proposal be accepted, he will contract with the City of Clearwater, Florida, in the form of contract; hereto annexed, to provide the necessary labor, materials, machinery, equipment, tools or apparatus, do all the work required to complete the contract within the time mentioned in the General Conditions and according to the requirements of the City of Clearwater, Florida, as herein and hereinafter set forth, and furnish the required surety bonds for the following prices to wit: 1 Sectionv.doc Pane 10 of 14 9/27/2010 PROPOSAL (2) If the foregoing Proposal shall be accepted by the City of Clearwater, Florida, and the undersigned shall fail to execute a satisfactory contract as stated in the Advertisement herein attached, then the City may, at its option determine that the undersigned has abandoned the contract, and thereupon this Proposal shall be null and void, and the certified check or bond accompanying this Proposal, shall be forfeited to become the property of the City of Clearwater, Florida, and the full amount of said check shall be retained by the City, or if the Proposal Bond be given, the full amount of such bond shall be paid to the City as stipulated or liquidated damages; otherwise, the bond or certified check accompanying this Proposal, or the amount of said check, shall be returned to the undersigned as specified herein. Attached hereto is a bond or certified check on Bank, for the sum of (being a minimum of 100,16 of Contractor's total bid amount). The full names and residences of all persons and parties interested in the foregoing bid are as follows: (If corporation, give the names and addresses of the President and Secretary. If firm or partnership, the names and addresses of the members or partners. The Bidder shall list not only his name but also the name of any person with whom bidder has any type of agreement whereby such person's improvements, enrichment, employment or possible benefit, whether sub-contractor, materialman, agent, supplier, or employer is contingent upon the award of the contract to the bidder). - hvt)P--%5r 1 fr-SO&A, V. O. '1IN-c 5181 . la G a9 X70 X a79o-7a ` 4 Signature of Bidder: ?k M4 (The bidder must indicate whether Corporation, Partnership, Company or Individual). SectionV.doe Pale 11 of 14 9/272010 1 11 f] t g 1 PROPOSAL - (3) The person signing shall, in his own handwriting, sign the Principal's name, his own name and his title. Where the person signing for a corporation is other than the President or Vice-President, he must, by affidavit, show his authority, to bind the corporation. Principal: lrj0? S By. A Title: V 1 ;J_r~ _ PM5 A Business Address of Bidder: City and State: Zip Code _O-q 0-t )s Dated at thisday of , A.D., 2011 . eb Ilk MW ,2 ?WS 1 secdonv.doc Pie 12 of 14 9/27/2010 t CITY OF C WATER ADDENDUM SHEET PROJECT: CLEARWATER HARBOR RECLAIM SYSTEM (10-0008-UT) & LS 21 DECOMMISSIONING (084)049-UT) Acknowledgment is hereby made of the following addenda received since issuance of Plans and Specifications. Addendum No. J-Date; Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: Addendum No. Date: e of Bidder) + A (Signature of Officer) j- t (Title of Officer) `llo ?.Ot l Sectionv.doc Pap 13 of 14 9/27/2010 1 BIDDER'S PROPOSAL PROJECT: CLEARWATER HARBOR RECLAIM SYSTEM (10-0008-UT) LS 21 DECOMMISSIONING (08-049-UT) 11 1 1 PROJECT A - CLEARWATER HARBOR RECLAIM SYSTEM 10-ONS- M BID ITEMS QTY UNIT PRICE TOTAL 1 MOBILIZATION 1 LS $ $ 2 TRAFFIC CONTROL 1 LS $ Mo-OC, 3 EROSION CONTROL 1 LS $L:Aco $ Ld?cn -co 4 TREE BARRICADES 1 LS $ $ 4sm.cx:) 5 ROOT PRUNING 1,200 LF $ S $ lop .Lp 6 12-INCH DUCTILE IRON PIPE BY OPEN CUT 2,300 LF $ -0$ $1174, •w 7 4-INCH DUCTILE IRON PRIPE BY OPEN CUT 500 LF $ • $? $ '? 8 12-INCH DUCTILE IRON PIPE BY AERIAL INSTALLATION 1 LS $i9 $ 1 f • 03 9 8-INCH C900 PVC PIPE BY OPEN CUT 220 LF $ $ S , clo 10 6-INCH C900 PVC PIPE BY OPEN CUT S00 LF $ .S0 $ anp . C7G7 1 I 4-INCH C900 PVC PIPE BY OPEN CUT 2,200 LF $ •l®"1 $ M'pl%A ' CD 12 8-INCH C900 RJ PVC PIPE BY DIRECTIONAL BORE 4,400 LF $ .9a $ 13 64NCH C900 RJ PVC PIPE BY DIRECTIONAL BORE 500 LF $ -C0 14 4-INCH C900 RJ PVC PIPE BY DIRECTIONAL BORE 15,100 LF $ 10 $ tAk • 15 10-INCH SDRI I HDPE PIPE BB DIRECTIONAL BORE 300 LF $ ?q• $ .O? 16 COMPACT DUCTILE IRON FITTINGS 7.0 IN $3 17 $ _ son-00 17 12-INCH RESTRAINED JOINTS 190 EA $ •07 $1%4. 18 8-INCH RESTRAINED JOINTS 100 EA $ $ •? 19 6-INCH RESTRAINED JOINTS 40 EA $' Sb $ -oo 20 4-INCH RESTRAINED JOINTS 350 EA $ ,•)S $ ` 21 16-INCH GATE VALVE AND BOX I EA $y 31 $ q*oj-) • 31 22 12-INCH GATE VALVE AND BOX 5 EA $ + 5• 23 8-INCH GATE VALVE AND BOX 8 EA $ $ tC •? 24 6-INCH GATE VALVE AND BOX 2 EA $ $ &4. $('-) 25 4-INCH GATE VALVE AND BOX 25 EA $ $ gSo•Qb 26 COMBINATION AIR RELEASE VALVE ASSEMBLY 6 EA $ $11 . 0o 27 PERMANENT BLOWOFF ASSEMBLY 4 EA $111S $ •oo 28 24NCH LONG SIDE SERVICE 4 EA $ $ •00 29 2-INCH SHORT SIDE SERVICE 4 EA $ $ 30 I-INCH LONG SIDE SERVICE 220 EA $ ' $ a0 31 1-INCH SHORT SIDE SERVICE 220 EA S511 $ 32 30" X 12" TAPPING SLEEVE AND VALVE I LS $ $ 33 TREE REMOVAL 15 EA $ $ QO 34 UNSUITABLE MATERIAL EXCAVATION BELOW GRADE 100 ] Cy $ ?Q•? $ -COD 35 SELECT BACKFILL BELOW GRADE 100 CY $11 Cyan $ t 1 t t t 36 CONCRETE DRIVEWAY REPLACEMENT (OWNER DIRECTED 100 SY $ $ co 37 CONCRETE SIDEWALK REPLACEMENT (OWNER DIRECTED 100 SY 5b $ 38 CONCRETE CURB REPLACEMENT (OWNER DIRECTED) 100 LF $ $ , 39 ASPHALT ROAD REPLACEMENT (OWNER DIRECTED) 100 SY $ $ 4 40 ASPHALT OVERLAY (OWNER DIRECTED) 100 SY $ CD $ ,Dgui SUB-T OTAL (I TEMS 1-25) $ 41 10% CONTINGENCY $ TOTAL FOR PROJECT A (ITEMS 1 _ 41) $ PROJECT B-- IS 21 DECOMMISSION ING (08-0 049-UT) 100 BYPASS PUMPING 1 LS $ $ 101 SANITARY STRUCTURE REMOVAL 1 EA $-000 $ 102 SANITARY SEWER REMOVAL 715 LF $ %6C0 $ \ m 103 LIFT STATION NO. 21 DEMOLITION 1 LS $ tlD $ $ ?OM 'III 104 UNSUITABLE MATERIAL REMOVAL & REPLACEMENT 250 CY $ $ CD 105 CONSTRUCTION OF 12" PVC SANITARY SEWER 800 LF $ $ 106 CONSTRUCTION OF SANITARY SEWER MANHOLE 5'DIAMETER 4 EA $ 140,0D $ % lap ]07 CONSTRUCTION OF SANITARY LATERALS (CONNECT TO EXISTING PRIVATE LATERAL 285 LF $ , $ clo 108 CLEANOUT CONSTRUCTION 7 EA $ C+b $ 109 CONNECT TO EXISTING SANITARY MANHOLE I LS $ $ . 110 RESIDENTIAL POTABLE WATER SERVICE CONSTRUCTION & RECONNECTION 70 LF $ $ Qp , 111 CONCRETE SIDEWALK RESTORATION (INCLUDING DETECTABLE SURFACES 500 SF $ •m $ r co 112 ROADWAY RECONSTRUCTION 2200 SY 1a, cz ?7D 113 TYPE I CURB CONSTRUCTION (INCLUDING DROP CURB & VALLEY GUTTER 1850 LF lg r' $ ti co 114 CONCRETE DRIVEWAY RESTORATION 2000 SF $qbclCl $ ??p1 per, 115 SODDING (MATCH EXISTING) 4500 SF $ L?, $ a0 c0-110 116 ASPHALT DRIVEWAY RESTORATION 30 SY $ $ coo SUB-T OTAL IT EMS 100 THRU 116 $ ItA AD 1 117 10% CONTINGENCY $ U4M •$ TOTAL FOR PROJECT 8 (ITEMS 100 -117) $1? TOTAL CONSTRUCTION COST FOR PROJECTS A & S $1?$1???1' ?1 J.e??;g -OA6?? t BIDDER'S PRQPOSAL PROLIECT: CLEARWATER HARBOR RECLAIM SYSTEM (1040008-UT) & LS 21 DECOMMISSIONING (04049-UT) CONTRACTOR:- BIDDER'S ?PJCt ?C.\W(.',? (Numbers) BIDDER'S TOTAL $? I o a? JS 1 _(Numbers) BIDDER'S TOTAL $ ??'`.QUL !(h ?.1Gh? ht?d? ?Gl??? Il loci /o S) THE BIDDER'S TOTAL ABOVE IS HIS TOTAL BID BASED ON HIS UNIT PRICES AND LUMP SUM PRICES AND THE ESTIMATED QUANTPI'IES REQUIRED. THIS FIGURE IS FOR INFORMATION ONLY AT THE TIME OF OPENING BIDS. THE CITY WILL MAKE THE TABULATION FROM THE UNIT PRICES AND LUMP SUM PRICE BID. IF THERE IS AN ERROR IN THE TOTAL BY THE BIDDER, IT SHALL BE CHANGED AS ONLY THE UNIT PRICES AND LUMP SUM PRICE SHALL GOVERN. 1 11 1 n t t ADDENDUM NO. 1 for Project A - Clearwater Harbor Reclaim System (10-0008-UT) and Project B - LS 21 Decommissioning (08-0049-UT) DATE: April 21, 2011 SUBJECT: Addendum No. 1 TO: Prospective Bidders and Others Concerned Bidders on the above project are hereby notified that the following Addenda are made to the Contract Documents: project A: Clearwater HarbarACVN Stem (10-0Il01-UT 1. Add to Project A, sheet D2, the attached detail for "Tracer wire riser concrete pad and brass disc". Queratians for Project A: 2. On sheet C9 & C10 the plans show 4" PVC RCW (HDD) along Broadway Street, However they do not show pit locations Is it the responsibility of the contractor to figure where all of the pits should be located? Answer: Pit locations outside of Pinellas County and FDOT ROW are left to the contractor's means and methods. However, refer to the Tree Notes on G-1 for requirements and restrictions. 3. Even if the plans do not call out directional bore if the pipe is labeled HDD are we to assume it is a directional bore? Answer: HDD is defined as Horizontal Directional Drill under the Abbreviations on Drawing G-1. 4. On sheet C13 between station 2505+11.9 & 2505+59.25 can this area be installed by open cut or are you requiring it to be Directional bored? Answer: Open cut instaNation may be used at this location. ' Page i of 5 1 1 5. Because of the unknown locations of the services and the unknown pit locations ' that will be required for the services to be directional drilled will you provide a standard restoration allowance for these areas. The reason I am asking this is without knowing the locations up front we would not know what kind of demo and restoration will be required such as tree replacement and driveway and walk repairs that might be required in these locations. Answer: No. 1 ' 6. Can we use HDPE for the bore pipe in lieu of fuseable PVC? Answer: HDPE is only allowed from STA 7007+84 to STA 7010+81 (SHTS 24 & 34). Fusible PVC is not allowed on the project. ' 7. With all of the boring on this project is it possible to bore the 12" line under the creek in lieu of hanging the 12° DIP from the bride supports on sheet C31? Answer: No. ' S. Is there a specific reason you are using 12" DIP in lieu of 12° C900? It would be more economical to use the C900 instead of the DIP. Answer: City Specification Section IV 41.2.2.2 requires pipes larger than 8-inch to be ductile iron. ' 9. Can the DIP be substituted with C900 DR18 PVC? Answer: No. 10. Is the RJ PVC pipe you have listed to be restrained joint like you would use if you open cut or is it meant to be FPVC or can it be HDPE? Answer: Specification 15063 Part 2.4 (E) lists Restrained Joint PVC Pipe to be Certa-Lok C-900, Diamond Lok -21 or JM Eagle Loc 900. It is not meant to be FPVC or HDPE. 11. If groundwater dewatering is found to be necessary in the two contaminated ' areas, who is responsible for water treatment? If it is the contractor, how is it to be paid? 1 Page 2 of 5 11 1 1 Answer: Contractor is responsible for treatment. Include cost in pipe line item prig. 12. What type of material is the 4" gas line that is to be removed? Answer: Unknown. 13. Can a LF pay item be provided for tree barricades? This would eliminate a potential dispute on what trees need or do not need barricades. Answer: No. 14. There is reference on sheet D-11 for revisions to a RCW High Service Pump Station modification. There is no pay item for this work. Is this work to be included in this contract? Answer: This work is covered by bid items 21 and 22. 15. On sheet D3 there is a detail for street and pavement replacement. (Clearwater index 104). On sheet D4 there is also a detail for pavement restoration. (Clearwater index 1291). Which one is to be used for road cuts and pavement restoration? Answer: The City of Clearwater detail 104 on sheet D3 is used for City ROW. Detail 1291 on sheet D4 is a Pinellas County detail and shall be used for restoration in the Pinellas County ROW along Sunset Point Road (CR576) and Union Street (CR600). 16. Will all restorations (sod, curb, sidewalk and asphalt) be paid on a unit price pay item basis or are there instances where restoration is incidental to pipe work? Answer: All restoration shall be included in the pipe price for project A, see Supplemental Technical Spec Section 01630. Additionally, the Owner may request restoration be provided that was not impacted by construction. These will be paid separately as unit prices (Project A Bid Items 36-40).For project B, see section 01201 of Project B's Section IVa...some restoration is part of pipe price; some is covered under bid items 111.116. 17. Is replacement of irrigation lines and sprinkler heads incidental to pipe work or can you provide a LF pay item for this? Answer: Part of pipe price for project A, see Supplemental Technical Spec Section 01630. For project B, see section 01201 of Project B's Section IVa, also part of pipe price. Qualkms for_PrqW_B Page 3 of 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18. Must Harbor drive remain open to the public while work goes on? Answer: The contractor may close Harbor Drive, between Marshall Street and Fairmont Street, during construction. However, the contractor's Maintenance of Traffic (MOT) Plan shall include the appropriate signage to direct vehicles around the road closure. This MOT Plan shaN be submitted to and approved by the City of Clearwater prior to implementation. At no time shall the contractor restrict access to residents along Harbor Drive. During all phases of construction, residents shall be able to enter their driveways and emergency vehicles shall be provided access to Harbor Drive. 19. If trees cannot be protected due to the depth of the pipe to be installed what is the replacement requirement for tree's that are too big to be replanted? Answer: The City shall be notified of all trees that cannot be protected nor replanted. In the event tree replacement is warranted, replacement shall be on a diameter at breast height (DBH) of tree removed basis. The DBH of the removed tree shall be replaced by a tree (or trees if necessary) having an identical DBH. The species of newly planted trees shall match the species that was removed, unless otherwise noted by the City. Payment for tree replacement (like size and species to be determined by City) shall be included in the per linear foot cost of sanitary sewer constructed, per Pay Item No. 105's (Construction of 12" PVC Sanitary Sewer) description. 20. On sheet 6 of 10 there is a power pole within 5' of the new sanitary line. Would it be possible to adjust the location of MH-2 closer to the center of harbor drive to avoid having to undermine the power pole? Answer: For this segment of gravity main, the contractor shall coordinate the temporary support of the utility pole with the utility owner if needed to facilitate gravity main installation. The costs associated with utility coordination and temporary support of the pole shah be included in the per linear foot cost of sanitary sewer constructed. Page 4 of 5 21. Please provide the sewage flows we should anticipate for the bypassing of the sewage in pay item #100. Answer: The average pumping rate for LS No. 21 is 462 gallons per minute (GPM). City records indicate that on April 2, 2011 31,000 gallons were pumped from the station. No flow data is available for the gravity system at the Marshall Street / Harbor Drive intersection. Flow quantities provided are only for the contractor's reference. In the event the contractor observes flows exceeding the recorded rates, no additional payment will be made for the larger pumps and associated equipment required to handle the additional flow. END OF ADDENDUM #1 THE CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA By: ii m IA. HorneA City Manager Page 5 of 5 1 1 1 n 11 1 Y O L.J m a x I a ti U.. n w a UN m O Q 4 m a W °n g wg? Li ? ? h N O ZVZVV ? ? R Q??i C • ?? ?? Ida Q W Mom , M ?N ? C 4 pYpp b ?S ?Q ?i ff F s ? rv r? O {w. ' 41 . m x FI ?r O z O ?J a M ?w co O 1- V _ 3 LL. ?J w CO LLI 3 a S2 69 r, y?? ? j 3 LL. O V ] ? ? g Q "'?J ww `? V) F- O z w ?: 3 ? c?a tlae LLI W z O W Cn QZ W Z ?J waN O r H 0- Z z D y ? ©© W Rw E.a o , i ca aV) W5 l!I V rr V) 0(-) CJ w 2 CE F- cr ~ WZ W¢ F LWw p W cn cr W w [!1 Q a W U m U W O CL- < Q I-° r w m k ?? 13