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FLS2004-12078 (3) FLS2004-12078 1501 Martin L King Ir Ave TIEMAN, LA WRENCE . - , - ~ <l j 'IF'" !' ,r )~:\ .', ~..: \/f~~:" ,)J!;~ -...~/ } ~!../ L ~ '-?~4::r:j..l\~ ,\! I, L,,~~~'rr.....~ $ ~ ;1'.'~1.::' ',>' ,--,~ -~, ;:-- ~.. .~-~ i~JJ~ '~~(~~:' '~~~<(~'ll; "'4:)! '. ,I ",' 'I ~::'fp'J;,~;'o'~v:{~ ~~&4Aj l t n~ ,4~ U-4'/_~ i1f} I ~ CITY OF CLEARWATER LONG RANGE PLANNING DEVELOPMENT REvIEW PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 March 31, 2005 Ms. Doreen Williams 601 Cleveland Street Suite 930 Clearwater, FL 33755 RE: Development Order regarding case FLS2004-12078 at 1501 Martin Luther King Junior Avenue. Dear Ms. Williams: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 27,2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for the construction of a two unit, attached dwelling (duplex), in the Medium Density Residential district, per Section 2-303.A. The DRC recommended approval ofthe application with the following bases and conditions: Bases for Avproval: 1. The proposal complies with Detached Dwellings criteria under the provisions of Section 2-303.A; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of Approval: 1. That the final design of the building be consistent with the conceptual elevations submitted or as modified by the DRC; and 2. That a $200 Recreation Facilities impact fee is due prior to building permit issuance for each new residential unit on vacant property. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the two above conditions. The approval is based on and must adhere to the site plan and application dated received I?ecember 17, 2004 and the revised site plans dated received March 17, 2005 and the revised building elevations dated received March 28,2005. r BRIANJ AUNG~l, MAYOR FRANK HlIJflARD, VICC MAYOR BILL JON~ON, COLJNeIL~\!:'lflCR (i) HOYl HAMill ON, COUNCfL\!L\lBCR CARLCN A PEIERSCN, COUNUL\!E\fflCR "EQUAL EMPLOYMEN 1 AND AFFIRMAl IVE Ac I ION EMPLOYER" c: 4'- · \' March 31, 2005 Ms. Williams- Page Two Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (March 31, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call John Schodtler, Planner I, at 727-562-4604. You can access zoning for parcels within the City through our website: www.myclearwater.com. * Make Us Your Favorite! Cynthia H. Tarapani, AICP Planning Director S IPlannmg DepartmentlC D ElFlex Standard (FLS)IPendmg Casesl2 - ReVIewed and PendmglMartm Luther Kmg Jr 15011Martln Luther Kmg Jr 1501 Development Order doc 84' W - 35' 7" /2' /g" - 35' 7" - 22' /" /3' 6" - 12' I@" 13' 6" 22' I" - - - - ~ ~ ~ I. I I I I I I I I I . 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ON CHAIRS @ 36" D.C. 8' @-1I/16" 8' @-1I/16" CONT. ON CHAIRS @ 36" D.C. I ~ l= : 7' 5-// 2" :_-_-c_-_ ------i I___L_-~' 5" 3' ~"-_-J---I r------l------: I:;" 7' 5-// O' : ~ I-- I I I I'r:l,-t-~I I'Ii-~-{~fl: I C I.:;;" ~ I I (- I, r 1 -,IIi"'" I-- 14' 4 II I I ..... \ 1-:"; I ~ -:.. , < I I 1 I-- 1'~-+2' ~~P6:;;/~N~ir~L~~ FIBER-MESH '- ---~:~~-'" :~-'-~~,.-t~ ~J,~.,"~u~: >=:;----' ~~P6:;;/~N~W~L~~ FIBER-MESH 4' 4~ ; ~(f1LD-'1 ~;.~~ \If:''~''')'11 ON 6 MIL VAPOR BARRIER :: \"=~tJ ~..J{=~ :: ON 6 MIL VAPOR BARRIER /~~, ~~~J <=~7~'1~ ~: I ::~~: ~'" -:/ OVER TERMITE TREATED : I 6' (-//2" : : OVER TERMITE TREATED ((:) ~.~::\ /'I~-'~)II 1--1 I I" P COMPACTED FILL. 1 I /;='1' 1/f--i\J I I COMPACTED FILL. "I I I ~: I : L :: ~~,L;I; II ;~M :: : 1:;= '=-1 I l >- I~I-'... \'.::-::;1 l I I I I I,=" ~I I I '---Ji;-Ji1"fJ 1 "- " ,-.~~I I I,!!!- _I I 111 I I I II-- - , (},II /)' 7-/ 2" I ,'~ -\ I ; ~..:: \ - , ~ - , JI I-- = -1- - .... 12' II - 9 I I 6": -- - - - -: \s:> ~ ~ \s:> : -- -- --1 12' ~ - 9 / 16" - - I ~ - I -- co co -- : I - I ---.: ................................ ---- ,..-1 I ~ ==I~ ~ ~ ~ ~ ~ I~ -I~ ~ C\J ~ " C\J \s:> ,,~II-- = I ~ \&) DENOTES REINFORCED CONC. ~ ~ ~ ~ ~ ~ I'-.. \S) ~ 1;= ~ : (j\ "t ~ " FILLED CELL W/ /-#5 VERT. ~ --;- --;- -- DENOTES REINFORCED CONC. " ~ ~ "t I ~ == I ~ -- ~ DOWEL TIED FROM FOOTING l.C) ~ ~ l.C) FILLED CELL W/ 1-#5 VERT. ~ -- I e = I ;: TO BOND BEAM. 6'0" D.C. MAX. ~ ~ DOWEL TIED FROM FOOTING;: I t= == I ~ TO BOND BEAM. 6'0" D.C. MAX. ~ II := - I I-- - (j\ (j\ I I-- - I ~ - I~ -I ~ - _J I-- _ L___ ______________________________________ --------- -- -- --------- ----------- ---.-------------------------- I-- - ~ }(:I I I I I' I I .1111 I I I I I I I'" I I I I I I I I I I 1.1 I I I I I I I 1.11 I I I I I I I I I I I I I 1 I ~ j I I. : ~ ~ ~ ~ ~ ~ I. I I I I I I I I I 1.11 I I I ~V I I I I I I 1\11 I I I ~ I I I I I I I. I I I I 'I I I I I. I I I I I I I I I .1 : ~ ~ ~ ;: 1.1 I 1.11 I I I I I I I I I I I I I I I 1.1 I I I I I' ~I I I I I I. I I I I I I I I I . I I I I I I I I \.. I II I I I III C\J THICKEN EDGE FOOTING TO BE tJu X If/)"W WII H 11I'!)'s CONT. ON CHAIRS @ 36" OC THICKEN EDGE FOOTING TO BE 8"D X /0"W WITH /-#5's CONT. ON CHAIRS @ 36" D.C. ~ ~ I'-.. ~ ~ l.C) 22' /" 3' 4" 3' ~II - - 22' I" 7' 6" 2' 8" 2' 8"_ " ~ r<J r<J ~ ~ ~ ~ \&) C\J \&) C\J 24' /1" 3' 0" /4' /" 25' 3" 14' I" 2' 8" 42' @" 42' g" 84' g" SINGLE PLY TRUSS ~(Q)QJJ~[D)~u~(Q)~ rl~~ 7/8" HAT CHANNEL EA. SIDE. SCALE: //4"=1'0" MATERIALS r f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi wi maximum J18' aggregate. 4. Concrete masonry units ICMU) per ASTM C90 wi minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxa/ion. 7. 7/J2 wire per ASTM A5/0. 8. Mor/ar per ASTM C27'0 type M or S. 5/8" TYPE "x" EA. SIDE, 2X4 BLOCKING EA. SIDE. 2X6 FRAME WALL ( NON-BEAR/NG WALL) PRECAST 'U" LINTEL WI 1-#5 CONT. IN 3000 PSI CONC. @ OPNGS. 6'-0" 8 OV E PRECAST "U" LINTEL ALL OPENING UNDER 6'- " - HURRICANE ANCHORS ITYP.J PLlCES 25" MIN. LAP fACI 5J0) 10" 00 o STD. 90 HOOK ~ \S) C\J " \S) l.C) ~ ~ \&) C\J ~ ~ I'-.. ~ ~ \&) C\J \ 12 V) Lw <: PRE-ENGINEERED ROOF~ TRUSSES et 24" O.C. ~ -.J Q:l Lw -.J "<:( {..} V) f- a <: a Cl 112" PLYWOOD SHEATHING - OR - OSB SHEATHING 2X4 SUBFASCIA IX] PI. DRIP BOA~ ALUM. FASCIA R-J0 BLOWN 0 BATT INSUL TlON 112" DRYWALL CEILING fTYP.) ANCHOR STRAPS @ EA. TRUSS 8"X8"XI6" KO. BLOCK TIE BEAM REINF. WI I #5 REBAR CONT. ITYP.J 8"Xa" PRECAST LINTEL @ ALL OPENIN S REINF. AS REQUIRED PERFORATED SOFFIT ALUMINUM SINGLE HUNG WINDOWS WI SCREENS " ~ CO 51a" STUCCO FINISH ITYP.) ~ ~ 314" RIGID INSULATION wi ALUM. FOIL 112" DRYWALL r<J r<J DENOTES REINFORCED CONC. FILLED CELL WI /-15 VERT. DOWEL TIED FROM FOOTING TO BOND BEAM. 6'0" O.C, MAX. GRADE S LO P f ~ I ...j / .... .:.... {- ... ..:.. - . . -. ..;. 4" CONCRETE SLAB REINFORCED WI 6X6-/0110 W.W.M. 0N 6 MIL VISQUEEN ON CLEAN, WELL COMPACTED,TERMITE TREATED FILL. ITYP.J . <: l"\J _ - ~ ~ 18"XI6" CONCRETE FOOTING 16" RE INFORCE D WI 2-#5 REBAR CONT. WALL CROSS SECT/ON 1/ 2" = I' Simpson Strong-Tie H5 Simpson Strong-Tie META wilh TSS T RUSS CON N ECTORS 4" CONCRETE SLAB REINFORCED W/6X6- 10/10 W.W.F. OR FIBERMESH OVER A 6 VAPOR BARRIER ON TERMITE POISONED COMPACTED FILL. APPROXIMATE GRADE 16" DEEP X 24" WIDE FOOTING WITH 131-15 REBAR X CONT. IPLACE 121-15 L-BARS WITH 30" LEGS AT ALL CORNERSI. OPITIONAL FOOTER GENERAL NOTES FIRE WALL DETAIL TYP. BOND BEAM a" x 8" x 16" K.O. LINT E L BLOCK FILL WIJ0@0 P.S.I. CONC. WII #5 DIA. RE BAR MIN. LAP 25" IACI 530) NOTCH LINTEL WHERE RE FOR CONCRETE PLACEMENT I. Provide full morlar head and bed joints. 2. Shore filled lintels as required. 1/2" = f' 3. Ins/alia/ion of /infel must comply with the archifec/ural andlor sfrue/ural drawings. 4. Lin/els are manufae/ured with 5-1/2" long notches a/ the ends fa accommodate vertical cell reinforCing and grouting. 5. All linfels meet or exceed LI360 verlical deflec/ion, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/la0. 6. Bo//om field added rebar /0 be loca/ed a/ the bof/om of the lin/el cavity. 7. 71J2" diameler wire slirrups are welded to the bollom s/eel for mechanical anchorage. 8. Casf-in-place concrete may be provided in composife lin/el in lieu of concrete masonry units. 9. Safe load ratings based on ra/ional design analysis per ACI 318 and ACI 530 SAFE LOAD TABLE NOTES STD. 90 DEGREE ANGLE 3@@0 P.S.I. CONC. WillS DIA. RE BAR MIN. LAP 25' IACI 5J@) INDICAT ES F ILLE D CELL FROM FTG. TO BEAM WITH 1#5 ~ y ~ BAR MIN. LAP 25' ~ ~ IACI 5J0) ----r- a" x 8" x 16" ~ C.M.U. I . . .. . . ST D. 90 HOOK PRECAST LINTEL WI III 15 CONT. /UNLESS NOTED OTHERWISE) I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled /infels must be reduced by 201 if bearing lenglh is less than 6-1/2". Safe loads for all recessed /infels based on 8" nominal bearing. 2. N.R. = Not Rated. J.Safe loads are /otal superimposed allowable load on the see/ion specified. 4.Safe loads based on grade 40 or grade 60 field rebar. 5.Addilional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above fhe precast lintel. 6.0ne #7 rebar may be subslitu/ed for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load /ables by calcula/ing the maximum resisting moment and shear a/ d-away from the face of support. 8. For composife /infel heights not shown. use safe load from next lower height. 9.AII safe loads in units of pounds per /inear fool. OPENING TYP. DOWEL 25" MIN. LAP IACI 530J FILLED CELL WI 11115 VERTICAL .C>. A .C>. .C>. A .C>. A A.C>. A A.C>. A .C>. .C>. NOTES, (j) FILL LlNlTEL AND ALL CELLS ABOVE LINTEL. o VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FOOTING DETAIL TY P. MONO. FTG. SEE FOUNDATION PLAN FOR LOCATIONS TYPICAL LINTEL ASSEMBLY BLOCK WALL/REINFORCEMENT NOT TO SCALE SCALE: N.T.S. ( STEM WALL FOOTER) 112" = I' BASIC WIND SPEED - 123 MPH BUILDING CATEGORY - /I WIND IMPORT. FACTOR - 1,0 WIND EXPOSURE - I/B" INT. PRESSURE COEFF. - 0.55 BUILDING DESIGN - PART. ENCL. COMPONENT 8 CLADDING DESIGN PRESSURE COMPONENT AREA ( IN SQUARE IN. ) 10 50 100 ZONE 4 35.71 32.62 32.62 4 -38,02 -35.48 -33.87 ZONE 5 35.71 32.62 32.62 5 -44.93 -39.40 -36.86 J B M 8 R ENGINEERING INC. CAN # 1451 P.O. BOX 1566 V ALRICO, FL. 33595-1566 RALPH REMMERT, P.E. FLORIDA LICENSE No. P.E. 396/0 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE FOR 123 MPH, @ A 3 SECOND GUST WIND ZONE. SIGN 8 SEAL REVISIONS BY REVISED NTS. T.M 3-20-2005 .. ct: lJJ ~ -J - <: C) --- f-- ~ ~ CJ:: f-- en <: (:::) ~ =t ~ Cc ~ QJ ~ QJ Cl Lw ::". Q:: Lw V) Lw Q:: ~ lu -J CL ~ CJ <: ""( ~ lu V) f- ::t: t..!) - Q:: -.J -.J "<:( <: ~ V) Lw Cl Lw t..!) "<:( ;;:: Lw <: .. I-.. t.....) lJJ ') a ct: a.... --- f-- DATE "t CS> CS> l"\J C9 SCALE DRAWN JOB NO. ." SHE ET NUMBER C'.:..:,.. ;'ti;;"A'''''"''''5,'. I.JJ """""ii1lI LU , -' ~ <( -., ~ - (!) - 0::: o r<) - "'- r<} r<} (.!) --J <: lJ-. - f.- ~~~ :::::::,"",!:C) lL c:a lJ-. c..J V)<s:1C) ~ ct: C\J <: Q:: lu <s:1 :::::::, I-..r<}) t::::l lu I @ a....~2:; , l.C) - -.J I-.. I V) V)"'-lu ~ _ C\J C:l :::r:"'-lu I-.. ~ I-- ct: <s:1 ""'!: C)C\J~ <: <: <s:1 lu l.lj lu ( <: :::::::,~ ., Q <: l.C) :::: lu'""'!: :::::::.."'-~ C/) ""'!: C\J I , "'- lu l.lj :::r: I-.. Q:: '\t" r<} l.C) ~ '\t" '\t" ~ ~ - ct: a -J It.. . Q:: lJJ I-.. ~ ~ Q:: ~ lJJ -J t.....) 12-15-2004 AS NOTED T.M ~ OF. ff5J V) ~ R__ """" Z~ w. w ~~ ~~ ~~ w~ 00 (D zu.. ".,.0 2~ !o 0,;;, 'XJ !' D rQ -y CO o CD () ---J LL 84' g" - J5' 7" 12' Ig" J5' 7/1 liJ .11 I II II. 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III 11 11 jfT I1III 11",1 :~ 111111. ~I III F 1I.d I. III 1 ~~ Iliiii! . I~ I ~ l..b 1J...111 I I . 1.1111 I;; =n IIII .111111111111. =n 11 II ~ U r-~3'" ,...st/i&-' J-- S H-25 EGRESS < S H-JJ Ir--- --,I ~;- - A- - -,I SHJJ L SH-25 EGRESS ~ .10. :, ~ J-- t-= 12' 4/1 2' 1@/1 IJ' 2" Il "" JI/2' 9/1 9/111 'II' II ~ J-- 12' IJ' 2/1 2' I@" 12' 4/1 i-- i-- - -=- - i-- i-- lJ... I:Sl I:Sl r-- i-- Q:l --- KITCHEN KITCHEN --- lJ... i-- J-- Q:l r-- I-- BE DROOM # J I.C) " " I.C) i-- I-- " Q;) 8'g" CEILING "'- "'- 8'g" CEILING Q;) BEDROOM # J i-- I-- \D \\) \\) " r-- I-- I:Sl " DINING ROOM ~' 2' 4:,' " \D - I-- 8'@" CEILING \D "'- 4/1 Ira' I" co Q;) Ira' 1/1 DIN I NG ROOM "'- I:Sl 8'@" CEILING - I-- C!'\ '\\ -=- ------------ T- I \\) C!'\ - i-- I:Sl 8'g" CEILING I:Sl D ~ [Effi\ ~ [E l [EW ffi\ ~ ~(Q) ~ SCALE: //4"=I'g" lEES EHHffi Em Em [F~(Q)~~ ~l~W&~~(Q)~ SCALE: //4"=I'g" o T ~ DD o DO TEXTUR D FINISH (TYP.) l[E[F~ [E l [EW ffi\ ~ ~(Q) ~ SCALE: //4"=I'g" EJ TEXTURED FINISH (TYP.) EJ BEE BEE BBB XTURED FINISH fTY?1 BBB o ~ DO 000 EBB Em D D lEES lEES BASIC WIND SPEED - 123 MPH BUILDING CATEGORY - II WIND IMPORT. FACTOR - I.@ TEXTURED F NISH (TYP.) I < ~ ~~ ~~ [E l [EW &\ ~ ~(Q) ~ SCALE: 1/4"=I'g" WIND EXPOSURE - "B" INT. PRESSURE COEFF. - @,5.5 BUILDING DESIGN - PART. ENCL. COMPONENT (3 CLADDING DESIGN PRESSURE COMPONENT AREA I IN SQUARE IN. ) I@ 5@ 1@0 ZONE 4 35.7 I 32,62 32.62 4 -38.02 -35.48 -33,87 ZONE 5 3511 32.62 32.62 5 -44.93 -39.40 -36.86 J B M 8 R ENGINEERING INC. CAN #1451 P.O. BOX 1566 VALRICO, FL. 33595-1566 RALPH REMMERT, P.E. FLORIDA LICENSE No, P.E. 3961@ THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 20@1 FLORIDA BUILDING CODE FOR 123 MPH, @ A 3 SECOND GUST WIND ZONE. SIGN a SEAL REVISIONS BY V) Lu <:: -- -.J Lu ::::> -.J c:a Lu -.J "<( t..> V) f- a <:: a Cl REVISED NTS. 3-20-2005 i'~ l.r' '>".'.'''""' :t.-~ .........<:"f: ~,; ,~~ XJ UJ. p,'. < c,~ ~~; ~ ~ ___ i',,,,,,~1 f--. c...J ~ Q:: f--. Cr) < ~ c...J .=:t Q: C) ~ Q:: ::: ::::, ~ c:a -l <.:( :z - (!) - ex: o i") - f',... i") i") '-.'l -.J < LL h. ~X:~ :::)""l:C) LL CO LL (,J C/") C) ""l:: ct: <:s:l <:: <\J:::) Q:: lJ..J <:s:l -; I--.i")@ c:) lJ..J ~ <:: Q.<\Je...:> . L.C) - -- I--. I C/") C/")f',...lJ..J ""l: , <\J t::::l __ :::r::: f',... lu I--. e...:> h. ct: <:s:l ""l: C)<\J~ < <:: <:s:l lu lw lJ..J ( <: - :::) <\J' c:) <: L.C) ::::: I>> I ""l: -- ~f',...~ V') ""l: <\J I . f',... lu lw :::r::: I--. Q:: "\J i") L.C) ~ "\J "\J Cl Lu ~ :::,. Q:: Lu lJJ V) Lu Q:: -J f-- "'( V) Cl... C/) t:::::::l f- - ::t: ~ <:: Cl::: ~ ~ a Q:: CJ "'( --J -.J --J lJ... -.J t:::::::l "<( - < a Cl::: a lu <:: ""( ~ ~ '. f-- f-- ~ r<) "'( V) '-.:l ~ Lu lu \S;) Cl - Cl::: ") lu - "'( Lu I ~ a - lu "<( Q: --- \S;) --J OS: Q. f--. - '-.:l - Lu <:: DATE '\r 12-15-2004 CS\ CS\ C\J SC ALE Q AS NOT ED DRAWN T.M JOB NO. SHEET NUMBER ~OF ~ T.M. / ~ IS:l r'l) r'l) / ~ IS:l I\..... ~ IS:l ~ C\J I ~ IS:l LlJ ~ IS:l C\J ~ IS:l ~ C\J ,.e:fI'IIO,6 \l ~tf~'l";~ 1'1\&1.- \I~if\ II'. "ol....\,W. 0', \I!.I,.~ ~a\\tt " k I ---' l' 0" I Ftl II. II trTl]lliillll II I ~ --" ..::.. - - " " 1\ - - - I-- I-- I-- I-- I-- r-- ~ - - - - - ~ /' I - /-u.n-u-, I I o I-- I-- I-- I-- v - ~ It! /) F:::::: -- 1/ ~ v / / ~/ I-- ~ I-- I-- -~ - - - - I-- I-- 1-= r-"i- I-- r-- I-- - - - l' 0" v ~ ~ := I1I1 [1111. I III 35' 1" 1 Fit 28' 1" 84' g" 12' Ig" - 12' Ig" V I I I I I I I -3l " / '\.- -/ ( ,~~/ \ 35' 1" 28' 1" - - .-, ,-.-,-,-. .- -.-- - - - - - - - - - - - - - - - - - -- - - ---' -- -- .- -- ,- ,- .- .- -- ,- -- ,- , -,-~-:_~-~-~-~-~-~-~-~-~-~-~-~-~-~-~- - -- - ... -- - ,- .- - - - -- - ,. ,.. .".,. - -- -- -- -- -- -- .- -- -- -- -- .- .- .-.- -.-.a. -- - -- - - -- - ,.. - .- .- ,-',-' - ' .- ' -- ,.. . - :-':- -:-_-':-.~:-_~:-~ -,~-~-------- --.~-_..-- --~- = , , - ':-{ - --, -j -~ ~ II I~I P~E-E GINEr-RED ROOF T US Sf S @) 21" OC ITY P ) I 1",,1 I"" r I@' f1 DGE ENT, ~ ( ,..~ 34' 9" 42' 0" ~(Q)(Q)[? [?~&~~~~ ~l&~ SCALE. 114/1=I'g" ~ . t ( r ~:;'Jr~fH'i/',/,j~~6tJDrd Z~:,,~o;fl~, ;,h1n,'1/. tflll/'IIIMrdlrrcll,1D ~~- k .R""j-.. ./ ~ -'" I \...- "'" ~.....~ RidOe ..... ..... C~I ,hlnglr,.1' f!tlc.1 lwk IrQ. I'IIIf1rtcrnlrr/i". oeell Roof :'itl.~4" ~D.";/}'/"" ~ ;c,.g. ~.f. ~}'''~ [flbld "r:h $hingf. ~1!1nf1,::C~Jphe/l {l\{l\l 2'. 1.?0\..a~ s,de ..... urse !lltI co Ral<-e ~ ~ tJe!ol 2 Of'~e --....~ e:dg ~ ~ I.,. I" -.::::: '!:!S ~ 5;;='.J:~', {l\{l\l!lltl I- l' IIBu~e i~ r\" "- ave s \a . Spiecr"se ./ l' {l\{l\1 cou ~ 1160 - gtayfp~~,7!Nr' .h1n,I,. SHINGLE DETAIL N.T.S. o course A\tI {l\{l\l {!l6 tt 11 36' I' R' '" ". ~ I II R' I I F:S ~ SEALIANT L1~ AIL SHINGLES WI /I OR 12 GAUGE ROOFING NAILS. 318' MIN HEADS. 6 PER SHINGLE. , oee\!. Roof en\ del \oi{l\ Un , {l\{l\\ A' 1\0~ap -- e:~d -- \JfSe e 3fd Co d caurs 2n \Jrse 151 Co {l\{l\l {l\{l\l~{l\.~;\e !I'll 8' 113trer Stll .2 \ Sla --" Stl\~~les d letl"" ar 113 e:~le~tle ,a\ 1/2 e IS ovef abOu. ~ ed$IA' eavelsli dfl,OUI d,i~ 1Il{l\ , or ~I ~o Used~{l\L ~ed. \I~ e is \J edg ~ - -:-~:-~:-~:-~:-~:~:-~:-~:~:~:~:~:~:~:~: ----- == - -:- -. :- -.., :- --:- -.:- :~- :- -. :- :~-:- -~:- ~ :- ~- :- ~- :- :~:- -.:- \ - - . - ' - -~' - . =C:-/'- ,-,-- )- - - - - -- - - .--- ./;!;;!!- -- - ~_. -- -- .-.- -.-. I ~ II I I I it] :;; I;; I_ / ' ----- , 1 Pt.:ll- ,I V I "" II -- .- - .- - ,:-'= - - ~-~ - ~-~ -~= $1 III. I. IIIII~ " " ~~ ~ --~-f'i- 1 II ~ II corvV. Ff ME \ ALLt " E 0, AIL / '" "\ V STUDDEhGAB EWI HI HAT HAN~ EL I -"""" ~ r....., ',..--., I ~- _1/\1 ; ,.., ( , I / -' , e:,.... ~ 1"'--" I....... I ~_I -1\1 ( , ,. , L / I ~ ~ (:J- --~ ~ \ ~ () ~ /L-- ~( Ii' I I I 11 I I I ~ ~ \~ V ~i~ I I I I I =l2 /~ / / / Cfri- - - - , - - . [I i - I. II I111 II. IIIIJ LS I ~:: > ~ \ ~ v ( t! ~ J::::= '----.. " o ^ 10' f IDGE VENT L/ ~ .. I IIII1 I ::ll Ii II I ~ mIll I I I II I FII 0' 6" ---?>o ~ - - 84' g" i\ '" " "'~ / ~ -> :=1 11I1 I I1I1 III =:: ll= I I111 11 " J4' 9" 42' g" SPECIAL NOTE: CONTRACTOR TO PROVIDE UPLIFT/SHEAR ANCHORS. EMBEDDED IN CONC. BOND BEAM. MEETING LOAD REQ'S SPECIFIED IN THE ROOF TRUSS MANUFACTURER'S ENGINEERING. ENGINEERING DATA TO BE PROVIDED TO BLD'G DEPT. WITH ARCHITECTURAL DRAWINGS, (OR AS REQ'D BY BLD'G DEPT.) (J) 16d BOX NAILS, \3} 16d BOX TOE-NAILED (2) 16d BOX NAILS, NAILS, TOE-NAILED TOE -NAI LE D Me1alEdge orP ~ ~ ~, R'ATED "- SHE AT H I NG "-....... ,,~ 13} 16d BOX ~ NAILS, TOE-NAILED ~ SUPPORTING TRUSSES ~, AT 24" OC MAX SPACING ~" ............ ""V E RTlC AL \ \ (O) ,/ IA} 'IC} e:aves IB}, IC} MAX HEIGHT WITH IX4 "T" BRACE IS 9'-I@". 1!3}, IC} MAX HEIGHT WITH 2X4 "T" BRACE IS /1'-2/1. FOR IX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. F,ASTEN IX4 "T" BRACE TO CRIPPLE WITH 8d BOX 10./IJ" x 2.5"} NAILS AT 4" OC. F,ASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX 10,135/1 x J.5"} NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PiROPERLY ATTACHED RATED SHEATHING OR PURLlNS AT 24" O,C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. IA} 2X6 OR LARGER SP #2 OR SPF #//#2 VALLEY RAFTER IB} 2X4 SP OR SPF #3 CRIPPLE IMAX HEIGHT 6'-J"} IC} 2X4 SP OR SPF #3 CRIPPLE IMAX HEIGHT 6'-J"} (O) 2X6 OR LARGER SP #2 OR SPF #//#2 RIDGE RAFTER NOTE: RIDGE RAFTER (0) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER IAl. CONVENTIONALLY FRAMED VALLEY DETAIL l' 0" - - - l r.J1~- - ~ - - "----" - l' 0" OJ - - - - - - - - L- f-- i-- ~ - - - - - - - - - - - - - - -= -S - f-- - - - - I I I ~ IS:l LlJ ~ IS:l I\..... ~ IS:l C\J ~ IS:l r'l) r'l) ~ IS:l ~ IS:l ~ C\J ~ C\J rr RIDGE CL rr REVISIONS V) LlJ <:: - -J LlJ :::::> -J Q:l LlJ -J """ f..J V) I- o <:: o t:::l REVISED NTS. 3-20-2005 , /~ ~-9"<, ~ <~ '. ct: lu t:::) --.J --- :::::) ctl .. ~ USE (/) HUGHES "HTA2W FOR UP TO 2,000 LBS. UPLlF , ; /21 "HTA20" FOR 2.001 - TO -- - L- -: 4,000 LBS. UPLIFT. r<:::: c::: 1 1/ - <> ~ 0 ~/~7~ oOoD O~D-;> -.~ ~ ...::::"''-1... 0- 0- ,..-- - " b D --..:.: t:-- II ~@.b 0 l( ~ '";7 0 0-;:' ~ ~I ~ --------- ~c-- _"- TRUSS SPECIFICATIONS TRUSS T~T~~ESK DETAIL . CS> I li) " ROOF EDGE PARTIAL ROOF PLAN ~ I I 8 dCOMMON NAILS AT 6' O.C, 4" O.C. AT GABLE ENDWALL OR GABLE TRUSSES. 8 dCOMMON NAILS AT 6' O.C. AT EDGES 8dcOMMON NAILS AT 12" O.C. INTERMEDIATE ~ \ I. :=: NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED AND OCCUR FRAMING MEMBER, ROOF SHEATHING NAILING SCALE: 1/4' = )'-0' PRODUCT CODE MAT E RIAL 6JTY.I GAUGE PKG. 16 50 16 50 16 50 16 50 DIMENSION FASTENERS LENGTH 10dx 11/2' 20' 10 28' 12 20' 14 20' 16 DESIGN LOADS (LBS.! UPLlF LI L2 (648 2/0 385 1970 2/0 385 2005 2/0 385 2805 2/0 385 DESCRIPTION HTA20 TRUSS ANCHOR NOTE: ALLOWABLE LOADS FOR UPLIFT, LI AND L2 SHALL NOT BE COMBINED. THE CONNECTORS SHALL BE SUBJECTED TO LOADS IN ONE DIRECTION ONLY. TOP CHORD PITCH: 5112 BOTTOM CHORD PITCH. TOP CHORD SIZE: BOTTOM CHORD SIZE: OVERHANG: OVERHANG CUT: BEARING WIDTH: SPACING: TOTAL LOADING: TC LIV E LOAD: TC DEAD LOAD: BC LIV E LOAD: BC DE AD LOAD: WIND LOADING: DURATION FACTOR: 0112 2X4 MIN. 2X4 MIN. 16" PLUMB 8// 8 3.5// 24// D.C. 45 PSF 25 PSF 10 PSF o PSF 10, PSF 130 MPH 1.33 BASIC WIND SPEED - 123 MPH BUILDING CATEGORY - /I WIND IMPORT. FACTOR - 1.0 WIND EXPOSURE - //B// INT. PRESSURE COEFF. - 0.55 BUILDING DESIGN - PART. ENCL. COMPONENT 8 CLADDING DESIGN PRESSURE COMPONENT AREA ( IN SQUARE IN, ) 10 50 100 ZONE 4 35.71 32.62 32.62 4 -38.02 -35.48 -33.87 (2) 16d BOX NAILS, TOE-NAILED THRU CRIPPLE INTO RIDGE BOARD ~~131 16d BOX NAILS rDI ~ KA} ~ ,13} 16d BOX NAILS /ICI IBI, I ~C\~ 14'0" TYP. :: "IB~ L L R 12} 16J BOX NAILS~ TOE-NAILED ITYPICALJ RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS IJ) 16d BOX NAILS, TOE-NAILED THRU CRIPPLE INTO RATED SHEATHING ZONE 5 35.71 32.62 32.62 5 -44.93 -39.40 -36.86 J B M 8 R ENGINEERING INC. CAN # (457 P.O. BOX 1566 VALRICO, FL. 33595-1566 RALPH REMMERT, P.E. FLORIDA LICENSE No. P.E, 396/0 THESE PLANS ARE IN COMPLIANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE FOR 123 MPH, @ A 3 SECOND GUST WIND ZONE. SIGN 8 SEAL Q \~~ \ ~.... . ~ ......., ~. ~ t:::l LlJ ::,. a:: LlJ V) LlJ a:: V) I- ::t: ~ a:: -J -J """ <:: ~ V) LlJ t:::l LlJ t!l """ 'S:: LlJ <:: '. I-- (..) lu ') a ct: Q. DATE ..... CS> CS> C\J SCALE DRAWN JOB NO, BY T.M. IJJ i~ ew ~ ~ ;:n -./ U ,,~: "" .<( Q. .:E ~~ ~ 0 ~. , kn ~'::;:; f~ "-''tooJ ':rJ~~ I~ <:: 2;LLI f--- C) ~ Cc f--- C/) <:: C) G :::r::: C) ct: ~ CO XJ .-J ----- ~ Z -- (!) - cc: o r<) --- "-- r<) r<) <.!:l -J <: LL -- - f.- ~X:~ :::)"'l:C) LL CtJ LL l.) C) "{ ~~<: '-l...\'\):::) Ct: lJ..J ~ --., I--r<)~ Q lJ..J.!.. <: Q.C\Jc...!) , l.C) --- -..J I-- I U) U)"--lJ..J "{ _ C\J t::::l __ :::r:: "-- lJ..J I-- c...!) f.- ct: ~ "'l: C)\'\)~ <: <: ~ lJ..J lw lJ..J ( <: --- :::) \'\) . . 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C/) ~ t-... - :::t: ~ <: Cl::: ~ ~ a Cl::: CJ ""( --J -J --J It. -J ~ "'<( <:: a Cl::: a lu <: ""'( ~ ~ ,- I-- I-- ~ r<) ""( (./) '-.J ~ lu lLJ ~ Cl - Cl::: ") lu - ""( lu I '-!l a - lLJ "'<( Cl::: --- ~ --J :s:: Q. I-- - '-.J lu - <: DATE '\I" 5-/5-2004 CSl CSl C\J SC ALE Q AS NOTED DRAWN T,M JOB NO. SHEET NUMBER @OF @ 2id'. YJW .~~ "~'i ~~ 1Oe:~ .'., ~ ~ .n~ V ~ 1dJ Ou 1'.)::;' t!) ,. Z"""" <t, ,0 ~ ~~ !o a;:. ~Irv- A.~14 2005 i I . ._--BAM f).~gEJ,Ph.IJ.,P.1:. tt474~11 ! I' i':OPIES or lHESf Pl.ANS N'IE NO i v,~UD I I L EMBOSSFU WITH THE SIGNING rp(;JNE!':R". . '..__~ 1, .:';;;-';:;-';;';'::r<n<'!'l"'~""""II:!"~~.\"'l~'~i_'l'I;~!'Jl'W~'~"l~~~':'Wl;.~~:\7';'~'>';~.:;'~~:,-;.i~~-;-- .. ,'''' A'" ~<.' ,; ,.: _ . ''''''''''~''~';;~-'--'''''"'''~~~'''''~'r~T4~~, LEGAL DESCRIPTION SECTION 22 , T SHIP 29 5, RANGE 15 CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA E LEGEND THE WEST 128.00' OF LOT 1, LESS ROAD RIGHT-OF -WAY ON WEST, "A.H. DUNCAN RESUBDIVISION" AS RECORDED IN PLAT BOOK 5, PAGE 99, OF THE PUBLIC RECORDS OF PINELLAS COUNlY, FLORIDA. EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATlm~ . iOJJO NEW CONTOUR ~o EXIST. STOF\M SEWE[\ NEW STORM SEWER NEW UI\JDERDRAIN EXIST. SAN. SEWER Ot'\i~J~l~ II I I. ~ NEW SAN. SEWER ~'i .L;~ / .___~. ~~_u. ___ . . -- ------" 1467 en ~ ~'--_.-~-----. ;:0 ::! z ~ 910 r ~ ! I 1482 en m 1483 ~ ;:0 910 2S en 1484 z i I Gl -I Z c.:.. (5 Gl ;:0 ~ Gl d )> 1492 Z 1498 i 1495 ~ ~ 838 840 m ! m i 1130 1 IVOODLAWN SJ WOODU\WN ST I . WOODlAWN ST--' .'. WOODlAWN ST WOODLAWN ST ' 1500 I 901 1504 I 1501 1115 1127 1506 I 1121 en 1009 1504 1119 ~ 911 1511 I en 1508 I I 1508 I PROJEC' 1508 z Gl 1512 1512 I 1512 d en 1515 z -I iJ m 1514 SIT ~ 1516 ~ 1516 F 1517 ~ r en 1518 Z m m iJ 1519 -, -VERNON ST ~ m Gl I ~ 1520 () ~ 1520 1526 ..,.! 1522 1129 m ~ I en 1523 1524 ~ 1519 m i 1520 1524 I 1527 ;:0 1528 1528 ::! W I 1530 Z > I 1 ~ I r 1535 I ~ W 1523 Z 1532 1532 1532 > <.2 1535 I I ~ 1536 I m ~ C) 1536 ;:0 (9 6 I 2S Q 1529 1530 :c 1537 1540 1539 1538 Z ~ (f) 1540 I 1538 Gl ~ C;.. I -- --.------.---<- -~---- _.---- . ..... EXIST. WATER SERVICf NEW WATER SEfNICl NEW INLET NEW SAt\! , MN~IIOII NEW CLE,.'^\I\!--Ul JT((,i) I" I NEW 8UILDlr\1(~ /'Rfj' i:"r-'~~-"l '-,-r-r-_r':-l"-,g-y.,t-:=.,.., .--,' ;---,-.., . 1I:::l::l::Ll::l::a.UJ::l::u::ttU::LL I': LLU I '___J_l..J_.I--1--1.._!..l_"_I.J.._'_~'._L.I..'_J_'- ' '_J '__-'~J.' j NEW ASPH!\L i I\!EW CO!\ICF;;Elr ._.~~~~~~~~~~:! TEMP. SILT 13At\I\/1 I' POIt~T OF COf\Jf\JU .II! li i OF NEW UTILI)'I !() "'I', i \ / ~ ~ ,';,__ ~~~~~::<~ ,::~..!ff~ I i ", I i 11(1 :! I I )/~I\!I: '\',,1 i\1 I 111\1 i11[J/\I:>/IAI!\11 I (:IH,il' i IMI-'( 11\AI?I_ In! lW '11. '.____."'" ji IN' '\1,11 .I;',! \/1 un __,_ _ ._ ~."f'<~:1!'!'~f, .- "~""""'~~-"'~"ffO;\IO"~'""""'-'--~~""""J'T:!"'_~"""""'"!"" M 8.F.P.D, 1::,1-1.1\ F.D.C T.G.O. T.&V. ME 1 f I 1=l!\(YI I f }\\I 'h'l /1 !! I ro9':J \. V ~e deS .~z.'O 'V ~~\ p.; N.T.S. I N.T.S. FLOOD ZONE INFORMATION .1 SITE DjAlA "Il:;;~_ -- EXISTING (E) PROPOSED (p) REQUIRED .- ~--- 'l__ - - MDR MDR MDR ZONING: RU RU RU LAND USE: AHACHED DWELLINGS ATTACHED DWELLINGS VACANT 2 UNITS PERMITTED USAGE: 15,090 S.F. 15,090 S.F. 10,000 S.F. LOT AREA: 0.35 AC 0.35 AC 0.23 ACRES N/A 7.5 UNITS PER ACRE 7.5 UNITS PER ACRE DENSITY ( 2 UNITS ) ( 2 UNITS MAX. ) .~ BUILDING COVERAGE: 294 S.L 2,274 S.F. N/A (S.F. &: % OF GROSS SITE) 2% 15% GROSS FLOOR AREA (S.F.): 294 S.F. 2,274 S.F. .40 F.A.R.: 0.02 0.15 . '.._".~ ~'-- .._~- ......~-, - FRONT: 86' 50'OJ), 29'(W) -TO BLDG. 25' 28(N) - TO PVMT. BLDG. "''-''-'' ~--46;--=-To-8i.DG~(s6uTHj- . SETBACKS: SIDE: 34' 10' 5' .,. TO BLDG.(EAST) 1--, N/A* ""-~ --"-'--'--. -"",..~-----~-~ .... "'*"- 15' REAR: N/A* ~-~_. ~ ,----- 1 STORY 30' BLDG. HEIGHT: 1 STORY ( 11' TO MID. POINT OF ROOF ) - PAVED VEHICULAR USE AREA: 10,459 S.F. 1,955 S.F. N/A (V.U.A.) 69% 13% --.- IMPERVIOUS SURFACE RATIO: 10,753 S.F. 4,229 S.F .65 (I.S.R.) .28 OPEN SPACE: 4,337 S.F. 10,861 S.F. .35 (S.F. &: % OF GROSS SITE) 29% 72% PARKING LOT INTERIOR LANDSCAPING: N/A 229 S.F. N/A (S.F. &: % OF V.U.A.) 12% - N/A 3 3 PARKING: ( INCLUDING 1 HC SPACE ) PARKING CALCULATIONS: 1.5 PKG SPACES PER UNIT REQUIRED. 2 UNITS x 1.5 SPACES = 3 REQUIRED SPACES TIiIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHN L REMA!N 'Hf ENGPH:m, AND SHALL NOT BE RFPRf1l)lIr:Hl. ""81 JSHED OR USFn iN '''' nlr r'fH,'~rtJT OF THt: FNG!Nrrp, fC)('t'IJYFl(~H' ':'np' I OR\G'NAl ~u [) ! ',7 ?Onli t"fMl'...... .WV!ollll . ..~'tl'\',""'-];1E>,-",,..n.;:-.J!'r;~'~~"'r' ,.- -"';';"'I~'---''''''.':llt:'iFU,t,,,,::"''F "~"""'1"~~~~,~"'1t"!'~1f',..iW-~"'.""''''''''''''''''~~' ,~.__"'., INDEX F SHEETS C1.1 CIVIL SITE DATA C1.2 (;IVll SITE SPECifiCATIONS C2.1 DEMOLITION SITE PtAr~ C3.1 STAKING SITE Pt/\N C4.1 GRADING, IJRAINAGE ANO UTILITIES SITE PLAN C5.1 CIVIL SITE DETAILS L 1. '1 LANDSCAPE SPECifiCATIONS, DETAILS AND SITE PLAN" THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 12103C 0108G MAP REVISED: SEPTEMBER 3, 2003 ~L!l-!>'~~""J-';.'i:'.l--'f"-';;tn"~~~::~~,~~""WlJ~.~<e:~,,!-,:-'~::~1W";';l;~:'!'~~~'.:~_ .-:'::'-:: TRAFFIC IMPACT FEE: 2 UNITS @ $ 1,400.00 I UNIT ;c;: 3) 2~800"OO TO BE PAID PllIOR TO C.O" $ 200.00 RECREATIONAL FACILITIES IMPACT FEE IS OUt PRIOR TO BUILDING PERMIT ISSUANCE FOR EACH ~JEW RESU1ENTIAl Nun ON VACANT PROPERTY :'_~f:~?:~?~~~~~~o;:!~~"':Y:;W~';:-{,j~F,' ,;::ii{.;';,".,,~;'" SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY: GUY D. HALE PLS # 4626 DATED: 04/23/04 * NO REAR YARD EXISTS ON THIS SITE - TWO (2) FRONT YARDS AND TWO (2) SIDE YARDS. :aI IllI I ~ ~I <;;,~ ~' ~, ~I ~;~ ! :n' 1;: ':~; .. J '" Ie' ~. t ~. \t\) ~j ,\~ I :'~i ~ ,:i1 ~i "'i I! ~, ;~! , i1'i ,. II '~I ~I ;,g ~l t B 115936 ~~hV4--~",';1!-,,- :i;~ - '-'" ! l.r~!.IFS. Comn1 · ~' ~ ..""", o.~ .:. . ~:-'- ~I ~~ awn By: !'~ . Sf I~, , I dB [i, J,!(\~ r.laY' i(l~~,"~,~::":~,. .....".., . 0462 B.J.V. H.G. ~r'-~';~i'e"D~te : ~L..__ iln~ ~ll r"eVISlons: \~I 1.lu, Date Jll-j---- il.,L1PJ,{24/05 ~~, I ~!" ii ii! i I' I. :! i Ii'! I ~,: .'- ~ -L_ iJj L '~I, \ I n ._. :"i II, . L '1....1_\1. ., .1 . ' .1 'J I ~1';:".u_L ~., I L ~I~--- ._- . \'1. I I II '-'~ / I.... ,-.' ~f 'L :1 \-- ~_,u. (/ ~)!i!:!._,~.""","""".,..:~ 09/03/04 Descri tion PER CIll' L II II ! . ~ l~ ~i CI) W >< W -I n. :;:) c Z <C t- LU LU Ci':: t- en oCt Zc 3:- <to:: -10 C...J 0..... o ... ~ 3:w ('1')1- ~~ ~o::: ~< o LU 'r" ....I .... (..) -<I: '\~. ,l,.,~"", "_'!I tI) "'n~~ w - I- ~~ ~O:!!_ "'1 I I 1.1 z ~t 0 ",,0 - O~ I- c.o'" -( .Z I- ~- "'tt:::e ~ "'t~ 0 '^ -0 A. ~Z '^ ........ z '::~ -( Xx ~ <tv u.LII I- ~: ~IM 0 c.oZ ... ,..... .~ ~ "".... "t<t t- "'tt Z - . IrU ....1aI ~ ,... .... - Z 0 ~ .... > Z lEY 0 0 1\'\ " ~ Z LfA 11\ - 1-11\ Z -..... :>"" Z '^N\ .c( ~<t .... Jll Q A. 1.1.1.... ~~ 0 "'0 '^~ Z .... A .. -( Z~ ... -(!.II ....... W.( 0 ~~ .....~ V<t T-W 0'" ~v S.W.F.W.M.D./ EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOlTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOlTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BEITER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIl, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT ClEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PlAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOlTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOlTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIl, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFIlTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMIlTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. 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 ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. 2. 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 ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE' SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. 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 STOCKPILED MATERIAl, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. 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. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE ClEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRllTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAIlABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. CLEARING AND GRUBBING NOTES (CON'T) 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMllTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DIEMOLlTION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A ClARIFICATION OF THE PLANS PRIOR TO DIEMOLlTlON. 9. DURING CONSTRUCTION, ALL STORM SEWER IINLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAIN ED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHlODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAlNTAlNlED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PU>.NS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTHOL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 4. ALL FllTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATIING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FllTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTh1 D-2241. 6. WATER MAIN PIPING OF LESS THAN 4" SH.A\LL BE PER ASTM D2241-89. 7. ALL FllTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C5019. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE lATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FllTINGS AND HYDRANTS AS SHOWN ON DETAILS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13. THE IRRIG;\TION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER ;iYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FllTINGS, HYDRANTS, CONNECTlm.!. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AAD ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDA1\lt:E WITI-l WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PEf~FORMINC TESTS. 2. NEW WATE:1 MAINS AFTER COMPLETION OF INSTALU>.TION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFOI~MED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A I~EW WATER SYSTEM BE PLACED IINTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RElEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEI~ ISSUED. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTiON DRAWINGS. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF Am CONFUCTS OR DISCREPANCIES. 5. PVC PIPE AND FllTINGS SHALL CONFORM lrO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, SDR 35. INSTAUATION OF SIDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF .ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE CLASS 2!000, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIlDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEMAIN". 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 8. ALL SANITARY SEWER GRAVITY MAINS OR SJANITARY SEWER FORCEMAlNS THAT REQUIRE D.I.P. ARE TO BE POLYLlNED OR IEPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TIRAFFIC RATED FOR H-20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMllTED TO lfHE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMllTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBIILlTY. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN Am TWO JOINlfS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWIING METHODS OF PROTECTION SHALL BE UTILIZED: WATER/SEWER CLEARANCE REQUIREMENTS (CON'T) A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BElWEEN JOINTS); B. THE SEWER SHALL BE INSTALLED wlm D.LP. FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BElWEEN JOINTS); C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICUlAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR TI-lE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOlTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITI-l PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. SANITARY SEWER/REClAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF REClAIMED WATER LINES AND DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH VERTICAL SEPARATION SHALL BE MAINTAINED Af CROSSINGS. WHEN REClAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHAl.L BE MAINTAINED BETWEEN THE RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTICN OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY ALLOW DE:.'IIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRADING AND DRAINAGE NOlES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PlANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITI-l APPROVED MATERIALS AND COMPACTED AS SHOWN ON TI-lESE PLAI~S. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COUAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORi!>JG, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PlANS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PlANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVEfH ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUC1lH~E WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINIS~!. PAVING, GRADING & DRAINAGE TESTING AND INSFrCTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRlor~ TO THE PLACEMENT OF BACKFILL 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMHnS I-lAVE BEEN MET. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRflCTOR IS TO SUBMIT A PROPOSED JOINTING PAlTERN TO mE OWNER'S ENGINEER FOR APPROVAL 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4. WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO TI-lE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/28 ASPHALT, TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T-180. 7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNTY RIGHT-OF-WAY MUST MEET THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: 3-INCH (PC-1), BASE: 10.5-INCH FOOT CERTIFIED COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T-180. SUBBASE: 12-INCH STABILIZED TO 40 LBR AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T -180. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRlffiN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRllTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALlED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF TI-lESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN PROVIDED, AND AN'( ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE AlARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS L1N1ES REClAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHlANICAL INCLUDING INSUU>.TION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREfUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDlTIOINAL COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRlffiN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER rtATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. Tl-IE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENI' AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMllTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR.S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY MSHTO T -99 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P .S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRiVATE fND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED TO A CONDn iON EQUAL TO OR BEITER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEi:'>l:<\SLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAlN'-,). !\NY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER U'{OSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPE:'IS~, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY i\GEI"CY AND ENGINEER OF RECORD. 15. THE SOILS J;"1GINEER IS TO SUPPLY TI-lE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION T:::ST~, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENG~~lEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED 8Y THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWiNGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFElY. TI-IE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFElY. 18. ALL SODDING. SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FllTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 22. ALL BACKFilL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE, COMPf\CTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125--8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., S.1926.650, SUBPART p. INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARThlENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH DIFFERENT SIIBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRlffiN APPROVAL FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMllTAL(S) AND PERMllTING. DEVIATIONS SHALL RECEIVE WRllTEN APPROVAL FROM THE ENGINEER. z ~t 0 00 - ... ~'" -e . . ~" ... "'ltZ ~ '''It- 0 c= -A, A. i'\jI\ V\ "'Q Z ez -e .. - ~ x~ ... <t@) ... . ~:c ~\I ... ~w -e ",l- ."" 1m ~.... Z "'ltZ .... '''It.. t -.. i'<t Z ~t 0 - . c= L!oI ... > Z 1M 0 M . ~ 1.1II11\ " 1-'" -i' Z ::;)h\ V\ M ... Z ..:. z WQ -e ........ .... ~~ A- "'0 "^.... Q Q'" Z Z .. -e -eei .... ....... ....-e . ~~ ....~ .... "'<t - ~ "'"w 0.... V ~v ... J .... I \r\l NES Comm.: 0462 I Drawn By: B.J.V. I I Checked By: H.G. I Date: 09/07/04 Revisions: Oescri tion PER CIll' / / o DESIGN/DEVELOPMENT o PERMITTING & BIDDING ~ CONSTRUCTION DOCUMENTS .y~" (I) Z <<:) ~ tsi- <( (.) Il!lIiIlIllIII IL ~ ~ ~ a- U) w ~ w:''- U) r,oomI ~ :> ~ ~ ~".' . U) W >< W ...J 0- ::) C z <C :iE w - I- I- LU LU 0:: I- en z< s:9 :5~ C....J 0"'" o ... s:ffi MI- ~~ ~o:: ~< OW ~ .....I ~(.J < 1~1!f. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SKAU. 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TREATMENT ARmEA BASIN ( TO REMAIN )0 33~K U 31 "OAK \ , \ ~ O)'P ~ z <C --I D- w 1- - (/) Z o - D- - ~ o SILT FENCE ..---rBlIIlI- DEMOLITION NOTES o 1 7"OAK LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. \ \ REMOVE: .. J \1\) \ \. !D::"::'~~"'-;' :':. -] -. ". '" .... -.". ~ .." . :. . ': .~ :-.' ~.' .... ~ I -. ...t_. ,~ CONCRETE L I ASPH. & BASE \ \ \ \ ./ ,/ ,/ ,/ ...! ,I ,..'0 ~.'J VI" --- WMc OJ o IT] [I] fI] --- -----, --.... REMOVE ASPHALT AND BASE. EB #5936 /' / / REMOVE EXISTING STRUCTURE AND FOOTING. " ......... -- -- .- .- -- ----. ... Z t o ~o i.: o~ r- I>> " <t I Z L ..o_ r- "Ilt ~ f.C .. A. '^ o -0 A. ~z '^ to-- Z ~t .. Xx M .(\1 1M .... 1M ... ~: · :z ... 1"4.. <t A::e I- 'If .( Z "t - I ..... " III ~S Z o ~ - > Z HI . 0 "" " 0. Z III 11\ - ... 11\ Z 5~ Z '^ "" . ..:.( .... w 0 A W_ - ~~ ^ "'0 ... '^.... Z Q.... <t xci ... :$ = w.( . ~~ ... .... ~ - \1.( > ... LIoI - 0.... \J ..0 \I J. l.:i; + NES Comm.: 0462 : I Drawn By: B.J.V. I Checked By: Ii.G. - REMOVE FENCE AND GATE AND ASSOCIATED POSTS. EX. DRIVEWAY TO BE REMOVED AND SODDED. 4 .f 'J.,,' fa REMOVE EX. RECLAIM WATER METER. ~ 'y t:0';: ~. ro 6 ALL CAVIYY & EXCAVATION RESULTING FROM REMOVAL OF TREr:.S, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. ~ ~ "'-..../ to o . CO N r-~7-* 1 I~ r-- I - -- J ....- - - --- -- - / .......---- --- I -- -- ~'-- --- ......... I, ~l II 1: I ' J. : EDGE OF PAVEM~- T I q,~ I (0.... 0: 24" I J I EDGE OF PAVEMENT 7 OFF-SiTE DISPOSAL OF STRUCTURES, UTILITIES AND COt 5nWCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PIN[LLAS COUNTY. ASPHALT / I >- ~ ::2: 0:: o ~ <( I 0... (f) <( 1. ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR, AT THE APPLICANT'S EXPENSE THE RIGHT -OF -WAY(S) ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. 2. THE elf'( OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL WATER METER THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM WATER METERS, ( NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS ) DRIVEVvAY / / ! ',- \ __ r_ -0...- ''''--, ___ \ , '-.., '... AND -- '- - ,- , / / PARKING / I I I i I t - ~ '........,/ ---- (-- ", "'" B---~ --- / \\ \ \ ) ~/ ,,.---- ... " " ~ \ \ \ ("(;0 r(;v t I I \ ;+ Q-'^ ... .J (o~ 24"0 O 13,00 7" 24"OAK o 1 5" rf ~. !o \e) ~\ \ \ \ 1 I I I I I / / / / / / / ~~ r.;~' +- t:0'> ~~ ld ro \ \ pp o pp o \ \ 1- L' ~ rL .- Z 1.0.1 ~ Lu > <r. n.. I... o W (.~ 0\. fa ~':- , I i I I I......., , I 'r31 I C3~ I . " I i..s '" i+~v " m 0:: ::J U \ \ , \ \ ... I... o w c..~ D w u z o u 0" , , . '" " " SILT EN E " " --*--- ~-- OS" 0, '-... EDGE OF PAVEMENT " __-X---- I I. i; " ~t>. l0' ro fa~ t:0. ro ,~ 0)t:0 ,/ t:0. / ro / / I I \ " " \ " o ~'9 to - .. .........'-i11 III IIiI ,,~<~.- !Ill . -- - -'-- , " .. -- " '--- X J I / / / / / / .. .. -- - A.. -- . '..... - \ \ I 7" OAK/ II / / / / DRIP UNIE ,/ -- 0)'0 ~. fa -.. ~-- II ~+_. <0 to" --- .. /' " o 00) t:0. ld e) l0'P ro 0) ~. +fa 0)- to + e) 'J."P +fa SCALE: 1"=101 .........-- ---- r;e) - - to" + w C EX. FHA THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAlL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBUSHED OR USED IN ANY WAY WiTHOUT THE CONSENT OF THE ENGINEER. (QCOPYRIGHT 2005 NOT PUBUSliED -Ko~ 14. ~~'J~~R 1 .4 2005 RAM A. God, Ph.D.,P.E. #47431- ____ COPIES OF 1l-IESE PLANS ARE NOT VAUD UNLESS EMBOSSED W1T'r1 1l-IE SIGNING ENGINEER'S SEAL ~,:mr.'i18'lr~},l't-tfiffi![;!J~~~J.~~~J.2..~~~~;_~,.M'l'I'V:;;'r::'U':i:"~r~;~::"~ 09/03/04 Descri tion PER 'CITY PER CITY / / ..'"..., (/)1- UJtlj ><r= W(J) ..J :z ~ c.. ~ 52 ::;) ....I 0 C C....I OU- o '" z~ffi <C g~ -== ~ 3: IlC':: ~ ~ W ~~ _ OW L- ~....I .- "('- (..) .. .1 Oz ~t MO ... O~ I- CO~ ~ I Z I- ~- ~ ~ ~tf ~ O-~ ~. A. ~Z " V\.--.- , Z ~t . X::c ~ .(\1 Yo"" I- f>!: · :2 .. 1'4.. ~ All! ~ "f.( I- "f t Z - I W .....1oU ~ S z o ~ .... > Z LII I (,,)0) ~' C1t~ ~ "\ Co'V + - WOODLAWN STREET - - +- - - (40' R/W) ~ "\ Co" I L(,,)ciJ (,,)' 10 ~ciJ 10' jro_ --tl 20 'x20 , VISIBILITY TRIANGLE 0~ Co" , Co" ~ ~'r; Co + ~i Co"~ Co" cori; Co" ri; (,,)~ 10 '" 9l~ t) ~ 9l~ t) 2" CONC. CURB I i ,~ # r-t'U (,,)' ___ III" 1IilIIllIr-.~ CATC~EXIST. TR ~ATM NT AREA BASIN ( TO RI,M IN) 33~K 0 \ I U ~~ N31 "OAK \ PARKING LOT (Xl INTERIOR \1 LANDSCAPING }. , f' (TYP.) ~ ... "\(,,) <<<::> (,,)cp I~ +10 ....... - -- - ------~ NEW 4' HIGH PVC FENCE (TYP. ) OjcS 0Oj; I I I I I \ . 0 ^" " ~ Z Ill", .... I- 1ft Z -..... Z ~~ ~ ..:~ ... Ja a A W_ - ~~ ^ 1-0 lirA '^.... Z t:,\ Yo ~ z,i ... j= w.( . ~~ .... .... ~ .". \I A > ~~ .. 0.... \J .0 \I I I o 17"OAK r 1 ~ ,+ 9l'P Y t) 10 ' ..- ,/ ,/ ___ ./ DRIP UINE .. .. .. ----' WHEEL (TYP.) OP EB 115936 .. ... . .. .. .. . .. 1 .. .. . .. .. ... ... ... . I I I 0';' ',,' 110 - .,.;:.,1..-,,,...:.;.... I ,. NES Comm.: 0462 I Drawn By: B.J.V. Checked By: H.G. ~,w WI:;) J:rZ I-,W 3~ z. -Itt: 1---, tt:C) <C1Z :2- (f)~ I 25' , ra 29' ~ ':1 (,,)~ (,,)' (,,). 10 0 10 I I I ~I ~I ~I ~I r-I I I ,~ ciJ I OJ(,,) (;)" -:-.'s; r~" Co y<::> + r:::,'> (,,)~ 10 10 pp ill 0 fl:: I :J pp U U 0 I z 0 I u . N I I -f ~' Co -1 ',,~ ~' o + + + + + + + + . ~ _. ~ _~... : ~~~L::'"~. ILLLLLLLLLLL LLLL~~~LLLLL LLLL~LLLLLI ..LLLLLLLLLLLLLLLLL.LLLLLLL. LL.. LL. LL~CoLLLLLLi bLLLLLLL' I I I I II I I, I I I ,I I I I I I ,I I, 'LLLLLLLLI · --- ieLLLLLLL NEW 1 STORY BLDG. LLLLLLLLl · 6 ,~LLLLLLL~,-,-,-,-,-,-,- . , 'S F '-'-'-'-'-'-'-L-I_LLLLLLLil 1 N3 LLLLLLLLLLLLLLLL2274 · · LLLLLLLLLLLLLLLLII VoJ LLLLLL1~n-1LLLLLLL FL. EL.63.0 LLLLLLLl'111ri3LLLLLil r- LLLLL~~LLLLLLLLLLLLLLLLLLLLL~~LLLLLI I~ LLLLLLLL1:--LLLCL--L~L-b-LJ-LLLLLLLLLLLLLLLLL!1 I g:, .LLLLLLL~LLLLLLLLLLLL~~~LLLLLLLLLLLLL! 0 I I / \ I L I LLLLL I "-I L I I I I \ I 5' 0 . / LLLL<t2 --- ro / LLLL~ ",- ~ I ROLL -OUT L 12LEtJ L ROLL -OUT "-". / CAN CAN It- " ,/ ",<It 1 '''\ / \ I I I · \ \ \ \ \ \ \ \ \ \ "- "- "- "- "'- ........ ........ ........ ,........ Co':1 "- Co" "- .~+ - -.. ~<o \ Co.,.' '- - - + ~ + + + + + + . 09/03/04 Descri tion PER CllY PER CllY ..---.. <( .q- r--- o 1O U '-" ~ > cr: o u o tD o ..-- ~ <J; I 0.. (f) <{ +-' (j) J C 0> U) (j) o /' cr: w > cr: w (f) w -' LL /' /' \~ ~\ \ \ \ \ I I I / I / / / / / / I Co~ ~' +fd ~ 0 (,,)~ 10 J ~' +Co 1 ,+ 0l1<. Co'" " :2 0.... tD .q- N o .q- tD o o N .......... ..-- ..-- .......... 1'0 24"0 O 13,00 7" 24"OAK ~ Q) I . 195" I I ....., . . ..J OJ\;) ~' Co \. ~"" Co + ~ <0 Co" + - 0> 3: u tD o I N o I N o (j) +-' (f) /' ..---.. x (j) 0.. :J o OS" '~~~~l I I I I I L/.-:--=-:::.. ~'.~- · · ~ ./ \ (,,), / \ 10 / / 0 I ( 7" OAK/ \ I \ I " / \ / "- / DRIP LUNE ...... ./ ~ ------- o Co" + ,+ (,,)(,,) 0' Co )( I / / / / / / )( fJ Co". lI<.~ , Co~ <;)' (,,), 10 10 1 Pi co~ (,,)~ (,,), 10 10 I!II . 1I!l!!ll"-- IIIlI . .. ~~,~ (J)t- LLI~ ><~ w~ --I z <( o.s:~ ::) :3 ~ ~ 0-1 .... 0 L&.. o ... Z s: ffi ""... M I- ~~~ ~o::: W ~<t _ow IL- ~....I r- ~ (..) --- Z <C --I Om. w F -- U) CJ Z - ~ <C I-- tJ) +-' (j) (j) L. +-' (f) ':1> Co + 0) ~' +Co ~ '].,'r; +10 c 3: o u o o 3: '-" N 1O .q- o /' U) +-' U (j) .~ o L. 0... o <( u o +-' :J <( .q- o o N /' x ~gIN~Wl~D rsS~NSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERlY OF TIiE TIiE CONSENT OF TIiE ~~I:ERREPRODUCEO. PUBUSHED OR USED IN Atff WAY WITHOUT . ~COPYRIGHT 2005 NOT PUBUSHED .1 ~~ ..d. ~ oO)uAR-l.4 2005" RAMA.GOEl,Ph.IJ.,P~ .. . . COPIES OF THESE PLANS ARE NOT VALlO UNlESS -, '- \, EMBOSSED '''11TH THE SIGNING ENGINEER'S SEI\l .' . ~ ~ma. . . I I . I . . I I II I I .......................ed I I I I I I I I I I I I I I I .. I . I I . EX. FHA ~ <;l- f'. o to U '-'" u o l[) o -l--' Q) J C 0> UJ Q) o ,/ cr:: w > cr:: w (f) W .-J l.L ,/ ,/ - :;; 0... CD o n o <;I- l[) o o N '-.... '-.... n - 0> ~ U Lf) o I N o I N o Q) -l--' (f) ,/ ..---. x Q) 0.. ~ o -+-' Q) Q) L- -l--' (f) c ~ o u o o :5= '-'" N to <;I- o ,/ UJ -l--' U (l) <~ O. L- 0... CJ <( U o -l--' :J <( <;I- o o N ,/ X EX.16" W. .-................................................................................................~...r................................................................................"..~.. : ,~ I~l I ~rEX.W. I I I I I . . WOODLAWN STREET ,J'_ -----r=-EX.8"~AN. -- -~'--'-~'-'-~~~j-~W)-'-'--- -- .~- " - .- · ..'- - 1 - -,- I · EX. ~AT~I : (TYP.) I I. I ~0 60.6(ME) I 60.9(rvtE), : + 61.2(ME lor:::,. EX. SAN. 100' MH ,&<iJ r:::" -mI~~IU~~~-'--1!'III ~ ~~ +10 _ .. .,a,1!ll!I .. - . . I : II I . . I I Z I <( I I (f). .1 3:: I ~~ ~~ XI I w: I, I I I I I I I . . : II !......l'............. ..... . I I I .. : I, ' I +a____ . I I EX. 6" SERVIC I I . ~ ~IW ~ ~I~..' · I-I'W : ::')I~ : -I.e( : Z I · : -II~ : t- ..., : ~ 't n : <e.'-' : =e1,Z : ,ftl~ ~...~t .~.......... I I ~.. .'II!lII'_' : I, EX. 6" SER I , I I I I . . ~ 11: .; : f~ . I I : II I I . . I , I I I : II I . I I . , I . I : I, I ' . ~~~ I 10 I II I I I I I I I . I . . I I I I . I I I I i......i..................... ~ ~'9 ~ ,+ ~ Cd' ~ ~ r:::,';> r:::,. Cd r:::,'? r:::,~ Cd Cd m n:: ::J o o z o o : N I I, ~ '. ~~ r:::,. Cd lor;. r:::,. Cd 0) r:::,~ Cd ~ ~~ ) 'I' ~~ ~ :2" CONC. CURB 10...... I 118. " \ . fig ~"!WI_ 'J'& (tCd . r:::,. ____ .. . _~__ .. .. .........- 11III 11 r- CATC/~EXIST. TREA.TMENT AMA BASIN ( TO REMAIN) 33~K 0 U 31 "OAK \ I I I I I. I ,.-/.;' / -... 61.7 /62.~ M- I _._._._-_._._~....._,-~.......- R.L. / <iJ / '0 +Io'\.' / / I / / / / ~+ / ~?J /" 10 ------- EW 1M & \ \ \ \ \ \ I CONC. SPILL WA Y ( SEE DETAIL ) . II II II II II II II II II II II II II II I II 62j II I II II . ~+ ~'? II I II I II II 61.8 ~ 61.3 -------.... /" / / , \ ~\ fJ-,~ 10 + vi ~. +10 / / , /" -- I I rJl r:::,. Cd 84.0 0) ~'? +10 I I NEW 1 STORY 2274S.F. FL. EL.63.0 LDG. o . lO N I 1101 'i 1 03 "'----- - 62.92 , " - o . f'.. 1 2.83 +~ .75 + 62.75 pp o pp o I ,~ I OJ'0 ~ 10OJ',..}. << v<:5 ,+ '0'& Io'\.' o 24" J ~. +10 <iJ ~~ 10 + ;+ ~ Io'\.' 24"0 O 1 3,00 7" 24"OAK I I 1 0\. ~~ 10 + I I ~ Qj Io'\.' + OS" 'b~ r:::,. Cd OJ~ .--- ~. Cd / / / I \ ~ o O\. LO " , /-/----- " II!I 11IIII ,..... JI"-- III '-~ ...... \ \ I 7" OAK/ / / / / / DRIP LINE ./ - ------.- _ 11II 11II "'II""f..."".......,mlIII 11'I Ell 1"1ll\'tJJ!'!ilIlJ'lmild IlII . --- -- .11II -- .. .. ---- . ~+- <(j Io"V ..- o ~~ Io'\.' ~ ~?J +10 0) fJ-,' +10 EX. FHA _ 11III _ 1lIlI'_ lID _ _ I!lIII NEW 1" PVC DOM. W. 36" MIN. COVER 5/8' Btp I I \ I \ '-I--~~ o 17"OAK NE 3/4" PVC DaM. W. 36" MIN. COVER ( RECT/ONi)L BORE ) ./ /" ___ /" DRIP UNE . I 1 . I ~ .f- r fJ-,' 10 , " I~ 16 I~ ~ I~ a.. . ;:-' I~ "'- ~ "'- . " .' " 1 '~\ \ OJ~ 'JOJj / I I \ I \1 \. ~ ~ (:;).;- '00\. 1~2 F / -- - --------- I ,.,_ IIl!lI JJ 1 ~I /--------- " -------- ~I / a.. 1 / 8' -/ __ ex) ,I,}; i -~.~ ... · 1_1_1_1t:1IlIII11lIllII1_1_1_1_1_lll"~ . ~ c.o. C.O. NEW 6" PVC / 1 SAN. SEWER / @ 1% MIN. / I I I I \ \ \ \ \ \ \ \. \. " " " " ....... ....... ....... "'- ,....... 100 " Io'\.' "- ..ll...- \. '-- rf fJ-,' +!d . I 1 I I I ~5" I I -J fJ-,c;i 10 )( I / / I / / / / ./ ~> 10 + ~ > rx o ~ <( I D- (/) <( \~ ~\ \ \ \ \ I I I I / / I I I / I / x -<--I [ II r:::,o) fJ-,' <t-l=- IiIII _ 11III_ -,. .. II!I .. - ~~ 180' 10";'- c:) fJ-,?J 10 + ,+ r:::,r:::, 0' 10 SCALE: 1L't=101 .' ~o. O. 5 10 2011 m~.,~~~~~~~~g~lllJm'~l!'fl~~;.'f.' ~ -~/"~~'" '~, z ~~ 0 MO .. O"! t- <t co,,", -z .. ~- 'lIlt~ ~ "lit A. 0 '^ ;::0 ~ ~Z V\ ........ Z '::~ . X:c ~ ~u ...101I t- o.: . ..ow coZ "'" 1'4.. -.... ~ td\_ 'lilt. ... ~~ Z - - 1M .--.... ~ M .... - Z 0 ~ .... > Z w . 0 M " ~ Z w'^ .... 1-11\ Z -.... :')"" Z '^M . ..:. ... wo A- IM_ ~~ 0 1-0 '^.... Z Q.... <t zei ... ..... ...... w. . ~~ .... ...~ .- u. > ~w lIB 0.... V ~u , J " , I til ~ EB #5936 NES Comm.: 0462 Drawn By: B.J.V. Checked By: H.G. 09/03/04 Descri tion PER CITY PER CITY / / z <C ..".,.J 0- W I- - en en w .......... I- -- ....,..,J - a- ::;) oCS w C) <C Z .......,.. ~ C ""' t:) Z - C ~ ~ '1L~ (/)...... wttl )(0:: W~ --I z <.t Q.3:~ :::t :3 0 C C...J OLI- O .. Z s: ffi <C M...... ~~ """n:: W ~<C _ow I- :: rj THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED. PUBUSHED OR USED IN ANY WAY WITHOUT THE CONSENT OF THE ENGINEER. ~COPYRIGHT 2005 NOT PUBUSHED .1 K4"- A .Q~AR 14 2~n5 RAMA. GOEl, Ph.O.JP.~l COPIES OF TIiESE PlANS ARE NOT VAUD. UNLESS- .... EMBOSSED wmi THE SIGNING f..NGINEER'S SEI\l *'=, P/L SEE PlAN PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSIllVE DRAINAGE COMPACTED GROUND PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITNE DRAINAGE (4: 1 MAX) MEET EX. COMPACTED GROUND PLACEMENT OF SOD AT PAVEMENT N.T.S. PAVEMENT TRANSITION DETAil N.T.S. SEE PLAN P/L PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4:1 MAX) MEET EX. 1-1/2" lYPE 5-3 ASPHALT @ 1/4- PER FT. MIN. EXCEPT AS NOTED COMPACTED GROUND 6" L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSllY GROUND TRANSITION AT THE PROPERTY LINE SUBBASE STABILIZED 40 L.B.R. COMPACTED TO 98% MAX. DENSllY N.T.S. EXIST. SURFACE SAW-CUT EXIST. EDGE OF PAVEMENT & BASE NEW SURFACE EXIST. BASE NEW BASE NEW SUBBASE ROOF DRAIN FIN. GROUND UTIUlY (i.e. SANITARY SEWER, WATER SERVICE, FIRE UNE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. UllutY WITHIN 5' OF BLOG. BY PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONlRACTOR UNLESS OmERWISE COORDINATED BY mE G.C. NEW SURFACE (SEE NOTES 1 & 2) IN R.O.W. & DRIVEWAY SECTION N.T.S. UTiliTY CONNECTION AT ALL BUILDINGS N.T.S. EXIST. SURFACE l' -:;::.l:.-I.. . -- ..... ;'~~~~lli ;~~ii~t NEW BLDG. _ " iR~~ .::::. . :"BACKFlLL . : :{SEE NOTE 4): >:-::.O..-....-.::te -.. ".. ":".< :.......... - "-0" ~.:,. ....:"."- VARIES I EXIST. SURFACE :/.,"" ASPHALT @ 1/4" PER FT. MIN. EXCEPT AS NOTED SUBBASE COMPACTED TO 98% MAX. DENSllY .""! L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSllY REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2- ASPHALT F.D.O.T. lYPE S-3. 3. BASE MATERIAL SHALL BE PLACED IN 6- COMPACTED LAYERS TO 98% OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T -180, LAB REPORTS ARE REQUIRED. 4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T -99, LAB REPORTS ARE REQUIRED. FILL GROUND AROUND BLDG. TO 3" BELOW FIN. flOOR ELEVATION & SOD MAX. SLOPE 4: 1 MIN. SLOPE 2% ON SITE PARKING & DRIVEWAY SECTION N.T.S. GROUND PREPARATION AT ALL BUILDINGS N.T.S. REPAIR OF PAVEMENT CUTS N.T.S. BLOWOFF DETAIL TYpllCAL FIRE HYDRANT SEITING N.T.S. - Fire Hydra.nt AsseMbly <Typ.) D1sto.nce Vo.rles 'j I- 18' "lln. 24' M().x. Box Eclipse No. B5-B~ Blow-Off' Assy. Including Locko.ble Co.st Iron Box C :i ~2' Bro.ss . '" I Cu I Mech. Joint Vo.lve N.T.S. ONL Y APPROVED Kennedy Guo.rdio.n No. K-81A Muller Centurio.n No. A-423 U.S. Pipe Metropollto.n Box To.pplng Sleeve 8. Vo.lve By City, Fee by Owner or Contro.ctor 'WOo ter Mo.ln 2' Bro.ss ~90. Bend Resto.lner Pl/ Per Deto.ll No. 403 CITY OF CLEAR\o'ATER, FLORIDA ENGINEERING DEPARTMENT Connecting Piece wllntegro.ll I Co.st Mech. Joint Glo.nd on ~ one End-D.l. Roto.to.ble Mech. Joint Glo.nd on Other End. '-Restro.inlng Joint <Typ.) REV. IIo\TE B.V.D. CIECICED IY _, N'I'llDIIEII G.c.H. IIo\TE 01/15/92 lIlIEJ(lII. 40 IIF 1 IlESCRlI'T1lJI BLO\o'OFF DETAIL NOTES. 1. All Fire Hydro.nts to ho.ve 5 114' Vlo.lve Seo.t. 2. See Index It 407 for Jo.ck 8. Bore IDeto.lls. IIE:SCRII'TJmI REV, IIo\TE !<. ~, ;<F- '\~ V ;r TrantlUon ~~ ;:(~.J. :p (l'.. 'f.' A do A Bock of Curb ~TE:S1::rRonlY. If Remove Curb If Exlstln 4" 71f,..nM Plug . '.--- Po.ol 4' 1'-6' Sq. Exist Cone Drlve R.O.W. LIne TYPICAL DRIVEWAY CROSS SECTION N'P. CITY OF CLEAR\o'ATER, FLORIDA ENGINEERING DEPARTMENT TYPICAL HYDRANT SETTING PPING SLEEVE a. VALV BY CI Y B.V.D. DlEXl<D IY . C\I "- L I" 9 5/8' .1 ~/////@ I PLAN VIEW Concrete Thick x E-e ,gd 6' or 8'- liB Bend ~ 4' Min Residential Street l' Clt R W S' MIn Arterial Street 2' County R/ Plug (See Note) Remove Bock of Curb on State or Vertical Curbs with 0 vertical Sow cut or Remove entire Curb and Replace 08 Port of Sidewalk Romp. c"'" -00 ?:'g- I')NI- III Sewer Mo.ln 1/4" per Foot Modified and Volley Gutter Curbs join exist bock of curb /12" ~Textured Surface 1" c:::::::=- Max Slope r:~ ._ ..,... ........ -..-..{...,. ,,- ..-..... _.'0' :.'i" .,. ._-.- .-- -. - Remove to on - ............1/2" Expansion Joint even joint or sawcut ...,.:......: .rz..~.. ,:.':.::... ~_.... Bock of Curb 3Doo psi Cone 4. Thick. Constr. 6. Thick at Drlvewa}'!l with 6x6 110 Welded Wire Mesh. See Note 7. SECTION A-A SECTION 8-8 CLEANDUT DET AIL CLEANDUT PLUG DETAIL ~ 1. PrcMde Tooled Jotnta At Dlotanc.. Malc!lklg The WIdth. AI... Place Expansion Joklta At Drlvawa~ 2. if Soml Ph>"Icd Obstruction Exl8ta \\I11ch Pntvanta Thl Placing Of Sldawal"" AI Shown. Contact The Englneerlng 01vl81on For Altsmate location. 3. Wooden And OUll" Spa.,.". WI! Nat Be Pennltted In SJdew"''''' Or Drl1IIWO~ 4. No Coati1ge Of Any KInd WII Be Pennltted On Concrete S1dawalke Or Drlvewa)'! Without Specffic Appraval Of Ths CIty Engln_. 5. All Concrete Shall Se 3000 p1lI Mln. 0 28 Days. B. Concrete SUrface to be Ught Broom F1n1oh. 7. Concreta DrIveway ConWuctlcn "'all be 8' thIck. 8x8/10x10 W.W.FM B. Ramps Shan Have a Tootle SUrface. Taxtured to a Depth Nat Exceed1ng 1/8" by use of Tamp or roll.. In Confonncnce with Requlremonta of roOT Roadway and Trofflc Deall'l Stondarde, Ostol 304 Or Moet Racont WodIllcatlane. N.T.S. NOTE. Cleo.nout plug to be U.S. Foundry 7621 or equo.l. CITY OF CLEAR\o'ATER, FLORIDA ENGINEERING DEPARTMENT ~'r IT TYPICAL SIDEWALK ,''''g1j J\/R CIEClCEII IT CONSlRUCTION AND INID 111 T.C-J. RAMP DETAIL lOll 1IFJ e 1/9S ._ noW 11I93 I'lOOif'Iod orb cut REV. IIo\lE IlESCRIPTIlIl C-IL/I. REV. IIo\lE IIESCRIPTIlII -, N.T.S. I. POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS.jFT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND 6' MAX. -r- 15" to 18" > I _ 1111:=1111 PRINCIPAL POST POSITION, CANTED 20' TOWARD FLOW NOTE: SILT FENCE SHALL NOT BE TRENCHED IN WHERE ADJACENT TO TREES DESINGED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FILL OVER THE LOWER LIP OF THE BARRICADE. FILTER FABRIC EXIST. GROUND SILT BARRIER DETAIL N.T.S. NEW BLDG. PLACE CONC. SLAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH. EXPANSION JOINT SLOPE AT 1/4- PER FOOT 1 0: 1 MAX. SLOPE SOD GRADE WATER MAIN STORM DRAIN 18" MIN. VERllCAL CLEARANCE I CD 2. CONFORM 10 ABOVE DETAIL FOR PlACING WALKS AT mE BLOGS. . . ~~~~~~~~~~ ~ ~ WATER MAIN OR I STORM DRAIN D.I.P. IS USED IN PLACE OF P.V.C. FOR A MIN. OF 10' EACH WAY + FROM <t OF WATER MAIN WHEN mE VERTICAL CLEARANCE BETWEEN I WATER ct SEWER MAINS IS 18" OR LESS. 18" OR MORE VERllCAL Cl. I ~h>W~W#$$~:::::3- P.V.C. OR V.C.P. w'"ITTc, SAN. SEWER GRAVITY MAIN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVllY MAIN IS NOT PERMITTED. .""'!' '1 NOTES: 1, PROVIDE 5'x5'x4" mlCK CONC. SLAB o ALL EMERGENCY EXI1S. PLACEMENT OF CONCRETE SLAB AT ALL BUILDINGS N.T.S. VERTICAL CLEARANCE 4' ~ 2' 1'2"~)..6" ~~~~I~~ . y, , ',.' ~~ W.W.M. ~llIklll=:' " ~ 3000 PSI CONCRETE SECTION A, - Al N.T.S. PAVEMENT FLUME DETAIL N.T.S.. ,# 6"x6"x#10 W.W.M. ,0- ~,'\ . ,<'Z 'i)./f/ ' '-- COMPACTED -::;,;:,: GROUND 6" THICK 3000 PSI CONe. SECTION A2 - A2 N.T.S. ~ 2 1/2" Brass Valve / W/1-1/2" Fire Hose Connection c X ~~ . . om I I NN 18"x18"x6" THICI< CONCRETE PAD GRADE ~ . . 1O~ ~WATERt.lAIN n;:::;; + 10' MIN.. HORIZONTAL CLEARAN:;$-' STORM SEWIER + OR SAN. SEWIER GRAVITY WlJN Thrust Restraint (Typ) Per City of CII'!. Index No. 403 c ~ b"FIRE LINE "10 PVC C-900 I N "- Ebbo 1500 Series (Typ.) Per City of Clw. Index No. 6 Th'ust Restmint (Typ) 403 Per City of Clw. Index No. 403 HORIZONTAL CLEARANCE WATER MAIN & SANITARY SEWER CLEARANCES N.T.S. Inlsh To Existing Surfo.ce \o'lth PC III Aspho.ltlc Concrete NOTES ';>1 "..!i'" ., , .. oMpo.cted BOose - ThIckness of Orlglno.l + 2' MiniMUM Thickness B' Undisturbed Trench Side 1 Trench bo,ckfllled In 9' COMpo.cted lo.yers. Density to.ken every 300 ft. 2 BOose Mo.y be replnced with Aspho.ltlc Concrete with prior opprovnl of' City Engineer. 3 On Iongltl.fC:!lnnl Instnllo.tlon r~qulrlng resurf'o.clng full width 01' pnveMent, finish bOose to Mo.tch existing po.veMent surfo.ce o.nd priMe. Then r~surfo.ce o.s directed by the City Engineer. REV. IIo\TE CITY OF CLEAR\o'ATER, FLORIDA ENGINEERING DEPARTMENT ~~IT STREET REPLACEMENT 7~~ CIEClCEIIIT FOR UTILITY AND lIlIEJ( II!. G.LII. IT DRAINAG CUTS !OS ~ llFl Ilal:RIPTIIIf AI'l'. ~ 5' M1n1' (S"._ 20' Min. <Sttt _) Vo.rles Finish gro.de to o.llow 0.4' Min., 1.0' Mo.X. fo.ll frOM property line to bo.ck of curb. R/'W I . I ~ f i 30'-36' or o.s Dlrecteol by t e City Engineer 6' Service Lo.teral Mo.ln NOTE. All MOo terlo.ls to extend 5' beyond bo.ck of curb or 20' frOM centerline of street, whichever Is greo.ter. SECTION N'P. IIo\TE Ul07/95 ~ llF 1 ANY VARIANCE MUST HAVE 'WRITTEN APPROV AL OF THE CITY ENGINEER, CITY OF CLEAR\o'ATER, FLORIDA ENGINEERING DEPARTMENT BoY,>>' IY SERVICE LOCATIONS 1197 ~ 'f4~ 6? TCJ REV. IIo\lE DESam'T1III N'P. IT G.C.H. IIo\TE 6/30/94 IIlIlEXIII. 305 lIF2 FIRE DEPARTMENT CONNECTION NEAR SEAWALL N.T.S. DUCTILE IRON PIPE RESTRAINT THE FOLLOVING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS' 1. BEND - INLET AND OUTLET 2. TEE ->'LL BRANCHES 3. OFFSEH - .iNLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD E! DS 7. HYDR:-;N~ I<UNOUTS SHALL BE RESTRAINED AS DEAD ENDS Restro.lnlng Go.sket <T~ L ON /\ILL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) * = CONTACT ENGINEER FOR VALUES FIGUiRES BASED ON 3D' BURY DEPTH, 150 PSI TEST PRESSURE FIGUIRES DON'T APPLY TO POLY "'RAPPED PIPE Thrust Resi;ro.int <Typ,) DO NOT USE FOR VERTICAL OFFSET NOrM. PIPE SIZE 11.25 4 2 6 2 8 3 12 4 16 5 201 6 ELBO\4S (cleg.> 22.50 45 90 3 7 17 5 10 23 6 12 30 8 17 42 10 22 53 13 26 63 VALVE TEES DEAD BRANCH END 18 30 30 42 42 54 '* 76 '* 97 '* 117 THRUST RESTRAINING MTE 9/02199 ~:r- 2Of2-j ----~-y NOTE. THRUST RESTRAINT ON SLIPJDINT DUCTILE IRON PIPE SHALL BE U. . PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-G IP GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF HEGALUG RETAINERS AND ~lECHANICAL JOINT FITTINGS, CITY OF' CLEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING _.... flY B. V.n. CHEl:KEII flY ,",P. DESGllfJl BY G.C.H, 1lEV. DIllE ~ Flo. r Brnss NIpples Bnckflow I <Typ.) / Preventer ~ To.pped Flnnge ~Bnll Vnlve BYPASS DETAIL ApprovedllE Bnckflow /preventer ResIlient Seo.t /OS 8. Y Vo.lve /Flo.nged Tee ,/ ~ Flo.nged 45. Bene! o Resilient Seo.t OS a. Y Vo.IV~ Flo.nged Te~ Flnnged 45' Be~ " o Flaw Supports TYPICAL COMPOUND ~ATER METER SET M,J. 45. Bend/ NIOTEI 1.. 0 S a. Y Valve Ho.ndles will be Chnlnecl nnd Locked. 2!. Meter Sets will be Po.lnted After Instnllo.tlon. 31. Bypo.ss Pipe 8. Fittings Sho.ll be Threo.c1ed Bro.ss. lIE /APPROVED R.P. DEVICES lHersey-Beeco Model GCM /AMes 5000 SS "'o.tts Model 909 or 009 lConbro.co 40200 lIEAPPROVED DOUBLE-CHECK VALVE Hersey-Beeco Model No. 2 AMes 2000 SS \o'o.tts Model 709 or 007 Conbro.co 40100 CITY OF CLEAR\o'ATER, FLORIDA ENGINEERING DEPARTMENT H.JP TYPICAL COMPOUND 0t-~4 \o'ATER METER SET II~Ojl]. 45' RISE .. 5 3',4' nnd G' MODELS 4IFS REV. DAlE Ii'f'. IEStlllI'TDl 17:,,'1' , J z ~t o 00 - 00 '" I- . . .4 ~" ""'" 'lit Z I- 'lit 2 &i( - A. o ~~ A. I'z '^ -.. Z it .. ~x ~ U.v '- ~w r- ..0 I- oo'^ . '" ""z . ... M.. .4 ....... ""'" "'4'~ I- t:: t z "'. III ..... 1&1 t - z o ~ - > Z UI '" I:'.', t' " ~ o "" ~ ~ Z II!IIII Z Z <t .... A. o Z .( ... . WU\ CU\ :'.)..... '^~ .. I-~ ~Q ~.. ...~ '^O ... Qu. Z .. ~m ...... ....~ ~~ ... ... ~ __ v.. > .... III - 0... \J ..0 '" . EB #5936 NES Comm.: 0462 Drawn By: B.J.V. I Checked By: H.G. I 09/03/04 Descri tion PER CITY CI) """,,,. i,_~~ ,,- < I!I ~ W C w ~ ~ CI) w~ E~ :> -- u tna- Wtt: )(0:: W~ ..J z <C o.3:S ::J :3 ~ C C...... 01.&.. o .. Z :!: ffi ..""". M I- ~~~ ~o::: W ~<t _ow L........ ~....J .- ore- (.,) . mls DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN mE PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED. PUBUSHED OR USED IN I,N'( WAY WITHOUT THE CONSENT OF THE ENGINEER. ~COPYRIGHT 2005 NOT PUBUSHED ~.> &~l1h,o.~\~4.~; COPIES OF THESE PLANS ARE NOT VAUD UNLESS' EMBOSSED WITH THE SIGNING ENGINEER'S SEJ,t , i" C.u ,c,~ .. ~ '- .1 '.' ..---... ,<{ 7 " o to U '-/ +-' (J) J C OJ UJ (J) o / 0:: W > 0::: W IJ) W --.J LL / / LD o o N '-..... to '-..... i") . OJ ;?; -0 W Z .:::::> 0:: fl. f- a a 0:: x W --.J fl. .:::::> o Z <{ :2 w f- / 0. N W Z ':::::> 0:: fl. ~ '- o '- o '0. E (J) f- / 0. E (J) f- / ~ 2 IJ) --.J <{ U a --.J / 4- 4- (J) J / ~- 2 LLI :2 :::::> u a o / u u o LD o . :2 fl. OJ N v f- a a 0:: x W --.J fl. :::::> o z <{ :2 w I- '- o 4- ~ '- o +-' U (J) '- o EX. FHA ~'iMl'U~~~~.~l:. m~_.~J~~~ EX. SAN. MH g; .,~~_. "L- z <( (J) 01 :s ::: OJ '1~ X W ::: N ..-- X W \ co~ 0' o ,+ '\."" .( . (Q , ~ '/ EX. 6" SERV/C~---" ~w W~ :l:IZ I--W 3~ z. -~ 1----, ~C) <Cz :E. (/)~ 'l!!Io. ~ 4 ror:::,~ (Jr:::,- ~ EX. 6" SERI; CE / ro0 iY rg r:::,- (Q ~7. r:::,. (Q III 0:: :J o o z o o N ~ 1:'-' I ~ I>< r:::,. (Q ro~ r:::,. (Q I I -~ CROWN SPREAD I- :c C) W :c -' -' & w i5 TREE STAKING & PLANTING DETAIL N.T.S. ,..--.... :2 ~ (L '--/ .. o o . CO " 'I -- cb rr,r:::,'Y ~ OJ~ o ~ i'\t .<>~ I~ tJ r:::,. (Q I~; \~ EX.16" w) ~ '\ . ro"'" I><i ro\~ roV co0 ro"'" ~ ~:; OV ,..--.... :2 '--/ <.0 o . CO N -- ,..--.... (L '--/ ~ ~ w ~ 0:: o ':::i <( :r: (L (f) <( ~ "r"' \ IC ~~.~.-~""',""""""'-~~~ Blrlf'.~l"""",.;JD<J'~...-n~~~ ~~~_......~ m~~'!~~~ HABITAT MANAGEMENT AND -"r:Ar~USC~prINc:r PERMITS: ~_.."'".>,"-="."""'"- ,~ 11 J....Ii .J1I.', '>' .i' ,f~ . 62.ff{M / ~TL \ ,- ./ I \ /"\ 1 I ,w. ,10. ~ ~J ;(J5. ~- -~ ,\' " if;tF ~ .,~ 61.8 62 ~ ~~ , ~' ~\ ~. ~~ ~:rJ~ U "~ rEX.W. WOODLAVYN STREET ~u ~/W) r;:x. ~AT~ ( TY P . ) ~ ~~ +ro IEX.8~ SAN. ~~6=~~'f!!'W.1l!'i!;.~)i:dItll ~~~'f?~~.,.,,"< 1. A HABITAT MANAGEMENT AND IJI.NDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PIJI.N MUST BE SUBMllTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE D~ELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PROT~~tD PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. ~,0w;D THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR 0SION-fs-eREATED;I1'IEAREA1JUST BE RESTABILlZED WITH SUITABLE c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED. TREE PROTECTION AND PRESERVATION: TREE ~. \ ICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. rRE lCADES-AND/GR--SIH-SeREENS OR HAYBALES SHALL BE REQUllbl;: ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED -PRIO~e-TH~lsstJmCE"'OrAABIITAT MANAGEMENT AND IJI.NDSCAPE PERMITS. dHE LOCATION FOR EROSION CONTROL MEASURES ARE SHOVlN ON TH~~ONSTRUCTlON DRAWINGS. ro 2. ~LL DESIRABLE TREES MUST I3E RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF IHARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH IJI.NDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. IJI.NDSCAPE TREES MUST BE PIJI.NTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM. ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS. SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICUIJI.R MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIEI~, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN PS GRIEENSPACE. 4. LARGE TREE SPECIES PROPOS lED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM! BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NAl1JRAL GROWTH. 5. TREES PROPOSED FOR INSTALIJI.TION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTIILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PIJI.NTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS: TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BrnE.t 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 1 O. WHERE LANDSCAPE OR REPIJI.NT TREES ARE PROPOSED TO BE PIJI.NTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MIN!MUM OF 5' WIDE. ROOT-PRUNIN 6" WIDE X 18" ON PLAN. AN APPROVED A ROOT PRUNIN Of TEARING. .--- C ~HO "'--.,. jl~ . -~ 5S ~- 0?l q,<::> '-) ~ ,0 'v' ~/ r:::,'?J (Q 0~ ~. +10 '\' I>< OJ' +0 ~1 \). +(Q 1><0 .ror:::,. . . ~'?" 1-,'0' :l2C 'x20' VISIBILITY TRIANGLE / 60.6(ME) + 60.9(~51~ I ___ + 61.2(ME) + ~ \ :ro""'./ 118.(DO' ~ ~ /\ --~v< .;--;~< I I I 1+61.7 I I I .. o o . CO N -- o 15" / ~r:::,'1 ~. ro /6TY 78 6 CODE SC TL WR IH BP o 1 7"OAK DRIP LINE SC 33 ~ 0,7 :.v'..: ro COMMON NAME PINK AZALEA TREE L1GUSTRUM ME~t~~~-..~~M INDIAN' HAWTHORNE BLUE PACIFIC DAHOON HOLLY TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BUR LAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTI(iN. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARAl1JS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED \WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUtM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BAUL TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PIJI.NTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAIN liNG CIJI.Y. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE IPIJI.CED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL 5. PIJI.NTERS ADJACENT TO OR WITHIN VEHICUIJI.R USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT~lfILlZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF T .' /SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GRO .. '. THE IJI.NDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PIJI.NT MATERIAL INSTALLATION. BOTANICAL NAME SOUTHERN CHARM RHODODENDRON L1GUSTRUM LUCIUM WASH1NefBN~A--R.gffi:J~:rA RAPHIOLEPIS INDICA JUNIPERIS CONFERTA SIZE & SPACING 16"x16", 3 GAL., 30"O.C. 6' HEIGHT 1-1/2" CALIPER 10' CT. G.(I'1I^~~ 3 GAL., 12" HY, 30',v O.C. 3 GAL., 16" SPREAD, 30" O.C. 2" CONC. CURB / 9 v,0~ 20 37 2 ILEX CASSINE 10' HEIGHT 2-1/2" CALIPER ,,~ -1' I I "1 ,.~- .------ <'1" -- - -=:-=..::=.-.=-:.: ~- - ==~==.:::-:==-.=--=-':;;.~::--:.._-,',=_::':-:-':.':"-;.' . .~________.____.____.....__._____......._.__. __n_ _ _______. .--- -----~-~-_..~----- @ 5 33 C:r o 31 "OAK o 34"OAK R.L. cb Qj +ro"'" co" r:::,. +(Q /l ROOT-PRUNE LINE (SEE NOTE FOR DETAILS) .J \.1" \1 \.A/A".\.~ta,w 1"-1\.J,,....w~~~~.Jvt .~_~ ?>l;'.:i":2. _~ ~^ '"":Fl 'N: '-=i"V'i.'("~ ~~,il '. ' ' 'r; . ~ 61.5 61.1 "1"6'1.3 ,+ 1"r:::, ~. ro I \ y .,. ---r..v: ~ E~l~~~ ,.~ J;- 1\ ._(~ )~". 1\ (~J 35 ~ ~ Q ~ .(\) -() " ()~ .ki ~"i.\ .... 'y' J'I('\' .~) J:xr r. 1# '-f ~ ?- 0 i ..<) ~~~ CO if) () ~~ N '..() ~~ ~~ ...~~ ,M".. ;:- A- ~~~-.~~~ ~~~ /~ 1& ~''''fV / ~ ~. ,+ co'?" ~' ro o 24" r:::,t).. ~. +10 ri ~. CO + ror2:, ~' ro + .~ 62 2~-~' ~ r... I '+r~:Q~ 8~0 = ..~ '. ~62.95 ~r;;~ +ro ~ cW~~~Jr21 rr~ H: ,~"i. ~\' ro "'I~ m I'V'{' I' + , . 'f\'- 62 . 9:J \ , ;,... ~~ ~t ~ .... ~ ~ ~ ~ 'Jyf' NEW 1 STORY BLDG. 2274S.F. f=L. EL.63.0 '1103 - 1'10'1 / SC ~ / V IC) ~(jl I -~ ~ 62.95 '. +'",,~ \! ) rjJ----- ~~~- 62.75 62.92 ..... \J + 62.75 o f'-- 12.83 ~ - WR 2 , - '?"cb ~. ro + ,+ ~lx ro\.' 24"0 O 13,00 7" 24"OAK , "\ Ie 2 ~ , qI'r ~ . " ~~ to + co~ ro\.' + 05" ~- -~ ro0 ro'\.' ~ co\) ro"'" NOTE: ALL TREE STAKES AND ~'JPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. o For Cabbage Palm Installation:~~v- For Cabbage Palms: Trim All Fronds at Time _ ~ All Trunks to be Smooth and of Digging and Planting ~ All Bum ~arks Brushed Away For Washington Palm Installation: [:= For WashIngton Palms: Leave inside row of fronds r" Leave all boots on trunk Tie up with biodegradable twine C::.. ! 2 Layers Burlap Pad at .... ~ Support Contact - Na -5. Nails in tree Wood ~ = , ~ F- 0= Wire Tie ~'?J ] 2" x 4" Brat: (Yellow Pine) '- ~ Space Three at 120" Typical g Remove after one growing seaSOll (3 j .--- 2" x 4' Stake (Yellow Pine) I", Three Feet Long f;... ~ Remove after one growing season ~' .:::::; Saucer Rim __ r-f ~.,. ~ .... \". "\. Finish Grade I -~ .' . . I 3" Minimum Mulch . ,', ..:'" Rootball, 16" Minimum ' .. ... ...' ~ '. \ . Radius From Trunk , Washed-In and Tamped .:. . .', ., ':. Planting Soil Mixture . .~ . . " ~ :. ;...": ' .) ---, Existing Soil 7" OAK DRIP UNE o o~ 0003 '?,,~ ~' +ro 000 000 a 00 ~ ~~ -.- ,at /' '(" .'~ ,"",'. ,,-1 '\ L:qx "-'. , '/ ' '"--- rWJ" . ~ : :~'. , ~i~. HtI&~',:Miri~ ~ ~ -- :' ' .....- r,. ': .' " . : 3" Minimum Mulch " 3" Soil Saucer . . ,--------- - Remove Container From Rootball Planting Soil Mixture Existing Soil SHRUB N.T.S. PLANTING PLANTING DETAIL DETAIL PALM N.T.S. STAKING & I F:-I I ~~NOTE* G TRENCH IS TO BE HAND DUG DEEP TO THE LENGTH SHOWN Y ROOTS ARE TO BE CUT BY AN RBORIST PRUNING DEVICE. G SHALL BE CLEAN AND FREE CHARLES BUTLER CERTIFIED ARBORIST FL..1235A BUTlER1S NURSERY, INC. 7011 75TH ST. N. PINElLAS PARK, fl. 33781 PIi# (727) 544-0445 FAX# (727) 541-5027 E-MAil: butlersmusery@msn.com chuckbutler@tampabay. rr. com SCALE: 1"=101 1'-"--- I, I EB #5936 ,~--- 02 ~~ ",,0 .. o~ I- 0:)" <( I Z L.. ~- .... ~ ~ ~ ~A. '^ o -0 ~ ~z '^ ....- Z ":': ~ -(. Xx ~ .( '" ... y. = ~'^ ~r,y · ~Z .... M.. .( ;~ ~ ~~. w .... ... t S z o '" .. > Z IoU \J\) ~ . 0 "" " C> Z 161 U\ - .... '^ Z ...... :>"" Z '^ "" .(,..:~ ~ _ IdiI Q A IU_ - &'t~ o :g Z Q.... <t z,i. .... ~ = r,y.( . ~~ .... .... ~ - "'.( > ,.. IdiI - 0.... \I ~\I NES Comm.: 0462' Drawn By: B.J.V. Checked By: H.G. \\ ~" \ ,~;-.. .l f( tl/ , \ ~ \ \ \1./ .A NOTE: ALL TREE SAKES , ND SUPPORT WIRES " \ YjY It WILL BE REMOVED !AFTER 1 COMPLETE \.. \ ( v If GROWING SEASON. ~~II, N I r j Remove Dead and njured ~........ "- f f .... t\. Twigs, Trim No Lea ers, ~ :::.. ~ '\ I' Retain Natural Shar e. 9i co~ I~ ~ //- - 3/4" - 2 Ply Rein )~d ror:::,. ~ Rubber or Plastic H se /~ '\ ,--- White Sllrveyor's Ta~ging ~ Tape, 6 Length ~ .J (f'r-'\;/ r-- 3 -12 G.. uage GalVaniZ. ed Wire.s ~ ~:/ Spaced 120 Around Tree and Set At A 45' Angle With ~I- # 68 ,"~~~~ff~rd~~~~g'sedson: - L.--t:;. n ~ ~ ...,. ~ 4~ / ::;:-_ ,..-,.' _ '_~~_'-':":-' ~ ;~'-- Mo~nd. ~o Form Saucer rt~ ~l--- ---- 3 Minimum Mulch Layer SSE'"' r- ~ ~ ""'; Remove Burlap From /:P:~' 1 v~, \.. Around Top Of Ball .c ~n ~ ,f~t~;-,~, ',' ,.ll1fi.;~~', Planting Soil Mixture ~, ~ Provide a minimum 5'x10' unobstructed planting area z <:(" ",,,.,,J 0- u",1 ' F """""'" (I) Ca en --I """"""" <t I-- I..LI C "' en z 0 """""'" D-- <C (...) ~ Lb ~ (j w 0._ W w 0- c:c t.,) U) C z <C --I II en w >< UJ .-J D- =>> C z <C w - I- '~~~F~'~~~i THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll, REMAIN THE) PROPERTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN i!\t-ff WAY. WITHOUT THE CONSENT OF THE ENGINEER. <DCOPYRIGHT ?004 :~OT PUBLISHED RAMANUJACBARI KANNAN!..!:!.: #38~88 COPIES OF THESE PLANS ARE NOT VALID UNLEtS EMBOSSED WITH THE SIGNING ENGINECH'S SEAL ~m~7~ar:>j~orm'~W~I~~t!)~1J'T$i~~m:ftEQ 09/03/04 Descri tion PER CllY PER CllY I' I) I~ Ii --I~ I,~ I I I- w w 0:: ?- m z<l: s:e <(0:: ...JO c...J oLL. o ... ~ffi (V') I- ~~ ""'"IX: ~<C ow ~ ....J oc- (.) .1.1