FLD2002-11039/PLT2002-11003
FLD2002-11039
PL T2002-11 003
620 Bayway Blvd ~:'
The Moorings II
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LOTS 'J AND 10, BLOCK "A" OF "3AYSIOE SUBDIViSION Nt). 5",
ACCOr~DI~W TO THE ~,~AP or~ PLAT THEr~EOF, AS r~ECORDED IN PLAT
BOOK .33, PAGE ,33, OF THE PUBUC i~ECORDS OF PINELLAS COUNTY,
fLOi~IDA.
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THE AGOVE DESCRIBED P:~OPERrf APPEAr~S TO LIE WITHIN FLOOD
lONE A12 EL.==ll' PER FLOOD INSUr~M.":E :~ATE ~,MP 125096 0014 8
MAP i~EViSED: .JUNE 1, 1')83
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SURVEY I~~FORMA TION PROVIDED 8Y A SIGNED & SEALED SU:~VEY 8Y:
Br~UCE A . KLEI~~, PSM #5052
DATED: 10/03/02
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nus D?A',vING IS AN iNSTRUIAEM Of' SOOlt~ r~~iJ:'Si. . " '!'~N TI-IE F'ROPERfY OF TIiE
ENCINEER, AND SHALL NOT BE RE?RODUCED,. ,t'j,iBtJ< I~;f-D", iN Nff 'NAY WITI lOUT
TIlE CONSENT Of TI-IE UlGiN[[R. " .. " " . NOT PUBlISHED
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STOR'oA VATER D RFr.T ED TO IT \FTER r:rMPLETION OF Al L 'ORK F:DI!OVE !JEBR S
~D SILT~TION F ~r..4 THF t>OTTn'..4 OF n E RETFNTlON oAS NAND F NE r,~-\DE 11iE
FNAL SX (0) Nr.HES \ND 50D r.ONTRACTOR TO ~.MlNTAN 1 iF SDE S OPF REQJRED
AND SHO'VN ON PlAN ~ND NOTFY EN("; NEER FOR AN NSF En ON PR 0 ~ TO SODD NG
3 T F RFTENTION AREAS AND OUTPLL r:oN1ROL SlRUc:rURES SHrl,lL BE CONSTRj(~lFD
EARLY N THE r:ONSTRUr.T10N PFR OD TO MIH~A1E !\NY ~DVHSE VATER QJANl TY
N P~RTS OFF S IF
4 AFTFR r:r: ';'PLET ON OF T iF PROJFr.T THE 0 "INER 'VILL BE REcPONS BLE FOR n E
OPFP~TlON !\ND I,A. N1E1\ANr:E OF niE STORM VA1ER F~r: LIT ES ~C':T10NS Nr:LUDED
S 1,-\1 L 3E REGULAR ./Io'V NG OF TI E 80TT(:'oA \ND S DE SLOPES PLUS PE.RIODIr:
NSPFr:T10NS f\ND REMOV;\I OF DE8RIS 1 ~\S 1 ETr: T iAT 'lAY BLOr:K TI E
OPEN NGS N ll-jF rON1ROL STRUf:ll KES
5 All DISTI RGf D r:ONDmONS S -lALL i3E KfSTORED TO NATlJR~L Cr.NDIT10NS OR RETl F R
6 ALL S DE SLOPES nF KET ENT ON OR S VALE AREAS SI AL BE STAB L lED BY VEGETAT ON
OR OTHFR viATFRrl,lS TO v1N v1lF FRO<::'ION AND PR01En THF STORvlVA1ER R;\SN
N01E
F~CILlTY
:'>.LL SODDFD AREAS C'f-lPLL BE v10'VED \ND viANT\NED PROPE.RLY
? JNDFR NO r RC v1STAN(;FS SI :'>.U THF RETENTION AREA BE F LLED ViT -l ANYOn ER
SJBST\Nr:E T-lAN STORv1VA1E.R
3 S"'AI F A'~EAS <:I1,\LL !JE KEPT r:LEAN AND HEE OF ANY rBSTKur:T10NS
4 F n~Jvi;\rE TO 11 E SYSTF oA DOES Or:r:UR THE SYSTEoA <:H~LL BE RErONS1Rur:1ED
N Arr:ORD\Nr:E VITH THE \PPROVED PL\N
THF 0 ^iNER <:- ~LL PER OD r.~LLY v10N TnR T E STORM V~lFR SYS1E..4 (P PE rONVEYANr:E
SYS1EvI AND ~ETFNTION POND) FOR SLT AND <:EDMENT~TlON BULD UP 11 F PPE
rr:NVEY~Nr:E SYSTEM SH~LL BE FLUSI ED AS DEEv1ED ~~UES<:' Rf NO LESS T-lAN rvr:E A
YEAR ~L v1ATER t...L SHA L 8F r:OLLEf:TFD DOVNS1REAv1 AND REv10VED THE RE1ENTlON
POND S-lALL BE KFPT ./IOVED!\ND TiE BOTTOvl FKEE OF DEBRIS F VA1ER STANDS N
TiE POND MORE THAN 1-8 -lOUKS 11 E 0 "INER SHALL RAKE AND/OR cC':AR FY THE POND
BOTTr. vi ;\S DFE.:.FD NFr:E5cARY AND NO E5S THAN f\'WF=" A YEAR TO RESTORF 1 E
PERrOIATION r:HARAr:TERISTICS OF TI E POND THE 0 VNU "I LL BE RESPONS BLE TO I.AKE
SI RE TI AT TO lliE BFST OF HIS ABIUTf NOn-l NG ENlFKS 11.W SYSTE'vl BES DES
STORvI:V~lER T1,\T rOJIO DE1ERIORA1F llE F1Nr:TlONNG (:AP^BltTES OF THE SYS1Ev1 IE
r.ASOI NE OIL GRE-\C'E r:HE .,11(: \LS ETr.
FROSION AND S LTATON r:ON1ROL NOlES
1 <:-ED .:.ENT TRftPP NG "'EASJRES SED ~ENT BAS NS AND 1Rftf-'S PFR ME1ER BE"'.AS
FILTm FFNr:FS ijFr<.v1S SFD 'vlENT 8AR~ US VF(;ET~TIVF BJFFUS MID 01HFR
VlE-\S' ~ES NTEN!JED TO TR<\P SED '''ENT ~ND/OR PREVENT THE lRANSPORT OF
<:ED ,;,ENT ONTO ~D \r.FNT PROPERT ES OR NTO EX ST NG 'MER 800 ES v1UST aE
NSTAII ED r:ONSTRUr.1ED OR N T E r.~SE OF '-iEGETATIVE BJFFERS PR01Fr:TED
FRr vi DISTURBANr:F AS A FRST SlE.P N TI E L\ND ALlERATlON PROUSS SUr:H
SYSTEv1S S ALL BE F JLLY OPUATIVE \ND NSPEr.TED 8Y T -lE FNG NEER BFFOr\E
ANY OT iE.R D STI RBAWF OF THE SI1E RE(; NS
? PR01FnlON OF EXISTNG STORvI SF'VER SYSTEMS DJRNG r:ONS1RUnON :'>.LL
STnKv1 SE VER NETS N n- E V\f: N Tf OF Tl E PROJEr:T Sf ALL BE PROl Er.T ED BY
SFD MENT TR~S SJr:H AS SFr.JRED HAY B:'>..LES SOD STONE FTr: VHlrH SH\LL BE
v1,-\lNT:\ NED ~ND ./IOD flED ~S RFQU KED BY CONSTRUCT r.N PROGRESS AND 'v'H r:H
,,1 UST BF APPROVF D BY THE F Nf NF ER BEFORE NSTrl,lL\TlON
3 <: ED .JiFNTATlON r3AS N lliE r.ONl R,\CTOR 'VILL BF ~FQU RED TO PROH BIT D cq AR(;E
OF SIT THROJC; -l TiE OU1FALL SlRJCT JRE DUIR NG r:ONSTRUCTI(;N OF ANY ..:E1ENTI(;N
~REA AND 'VILL BE KFQJ RED TO r:1 DN OUT T -W RElENT ON ~RE-\ BEFORE NSgLUNG
ANY PER'v1M1ENT SJBDR,\1N P PE N :\DDITION PER'J.\NENT RE1ENTlON \REAS 'oJ1UST
8F TOTA LY r: EANED OJT !\ND OPERA1E PROPERLY AT F NAL NSPECT ON AND ~T
THE FND OF THE I'V'\RRANTY PER 00
4 S!I ~LES D Tr:HFS AND CH~NNFLS AL S '\I~LES D Tr: ES :\ND rHANNELS LE-\D NG
FRnM Tl E SI1E <:-HALL BE <:-ODDFD 'VTH N (3) DAYS OF ExrAVAT ON ~LL OniER
N1EROR S'V~LES FTr: Nr: UDNG DE1ENTION ~REAS VLL BE SODDFD PRIOR TO
SS ANr:E OF A r.FRTFr.A1E OF ocrJPANr:r
5 PR01EnlON AND STAB L ZATtON OF <:'OlL STOr:KPILES FILL J.;\lER:\L STOr:KP LES
Sf AU BE PKOTFr.TED ~T ~LL T MES BY ON-SITE D~\ NAGE rONTROLS VH r:H
rREVENT EROS ON rF n E STOr:KP I ED MATER:'>.L r:rNTROL OF DUST FK(';'...1 SUr:H
STOCKPLFD vlA1ERAl MAY BE ..:EQJ..:ED DEPENDNG PON THER 10r.ATION ~ND THE
FXr'Ef:l ED LENGTl1 OF T .,IE T E STOCKP LES 'V LL BE P ~ESENT N NO r.;\SE Sf ALL
JNSTt...B I lED STOr:KPI F KEM~ N AFTER TH RTf (",0) rALEND~R OMS
6 viAlN1EN~NrE All EROSON AND STATON r:ONTROL DEVlr:ES SHALL BE r:iEr:KED
RFGJLARLY ECPEC ALLY AF1ER EAr:H RAiNFAL AND :V LI BE r:LEANFD OUT
AND/OR ~FPA KED ~S RFQJ KED
T E FLTER Sr~D <:- ~LL BF VA<:-HED v1ATFRAL MEETNG FDOT ROAD \ND Br~DGE
SPEr: Flr.;\TIONS FOR S L1(:~ SAND \ND QU~RTl ."P,A.,IELS OF~ .,i XTURES THEREOF (LESS
T -lAN ONE (1) PERr:ENT S LT r:lfif AND OR(;ANIr. viAT1ER) UNI E5S F LlER CLOT ~ IS
JSFD V -l1r:H IS SJIT:\BLE TO ETt...JN TiE 511 T r:L\f ~ND ORr.~NIr: /J.Anm 'VITH N THE
FI TFR r.:\Lr:11 M r.Ai'RBONA1E A(;(;REC AlE IS NOT AN ~crEPT~8LE SUBS11TU1E MID !1AVE
~N FFFEr.TIVF (;PAlN S IF OF O?O TO 055 'vlILL oAETEKS N DI~oAE1ER A UN FO'\!v1ITT'
(:OFFFC ENT OF 15 OR GREATER
RA1E OF 0 Po rM/SFr. OR qE-\lER F lliE PFr<.MEAB L TY RA1E OF THE F lER
<:':\ND IS ESS TI:AN 0 1?5 r ..4/SEC A REPLAr:F viENT OF THE F L1ER SYS1EvI V LL
BE REQU RED ~T 11 E rON1P.AnOR S EXPENSE TiE r:ONlP.Ar.TOR SH~LL H~VE mE
SAND lES1ED AND ~PPROVED BY TI E FNG NEER PRIOR TO NST~LlfiT ON T S
REr.r ViMENDFD TI ~T 11 E r:ON1R,\r:TOR -lAVE THE F Ll ER <: \ND lFS1ED \ND :\Pr'ROVED
? l-{E Pb:FOR,\TFD f-' PE SHALL r:ONS ST OF POLYViNYL rHLOR DE (PVC) CONFOKv1 NG TO
ASTvI D J033 HWE 'vlN.l1 vi OF SXTFEN (16) 3/8 Nr:H DA'viF1EfR r'ERFORATlONS
PFR liNEAR FOOT (JF P PE \ND wE ON T E BOTTC1M 135 OF n E P PE
3 THE r.ONTR~nOR S 1,\LL PROV DE DE'\'ATER NG viEAS \"'.ES AS REQJ RED DUR NG
l-lE NSTAI L\TlON OF T iF JNDUDRA NAND \LL OF I1S r:n oAPONENTS
4 THE rONl ~\r:rOR S -l;\1 L NOT B/\CKF LI THE ORA N P PE JNTI T E ENG NEER I1AS
VERFFD AND I\PPROVED THE DRAIN PPE GR,\DES MID NSTALLATION nF FLTFR o;\EDiA
5 S:VF"\V1D REQJRES AS BULT r:ERTFrATION 8Y TIE EN(;NEER FOR T-{S FLlER SYS1FvI
lEST REPORTS FRO'vI AN APPROVED LABORATORY ON (;R~DJA110N AND PERME-'\BIL TY
SHALL BE Nr:1 UOFD N THE AS BJ LT SI BMITT~L
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PLANS S ~I L BE PR01Fr.1ED N Ar:r:ORDANr.E VI11~ lliF LOCAl REGUL\TORY ~(;EN(;Y S
1REE ORD NANCE ~ND !JETAILS r:ONTt...JNED N T E<::'E PlANS IT S -l:'>.LL BE n E
rONlR,\r.TnR S KESPONS BIIITY TO v1,-\lNTA N TI ESE TREES N GOOD r:ONDIT ON NO
lRFES SHO'VN TO RFMAlN SliALL wF KEMOVFD 'VITfIOJT VR nFN I\PPROVAL FRr v1 THE
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5 ALL (:(NSTRUr.TON DEBRS AND OTl ER 'VAS1E vlA1ERAL SHALL BE DSPOSED OF
rFF SI1E N Ar:r:ORDANr:F 'VIT 1 APP CABLE RE(;JLAT ONS ON Y (:;RAD NG BY
Hl\ND" SPERM T1ED VITH N TiE CANOPY UNE OF TRFES n AT ~":E TO ..:EMr-\lN
o THE CON1Rr\f:TOR IS TO OBT~N :\LL NFrES~~Rf r'E'\'viITS FOR REMOVNG ~NY
EXIST NG SlRunU\"'.ES
7 T IS TI E r:ONT R\r:TOR S KESFONS BtllTY TO NOllFf ~I L UT L1TY r:<;'.APANIES TO
DISr:ONNEf:T r R RE v10VE rHF R F ArlLiT ES PR OR TO F MOV NG OR DF ..AOUSH NG
8 THE r:ONl R ~nOR :VILL BE ..:ESPONS bLE FOR v1AK NG A V $1 AL NSPEr:TlON OF THE
SITE ~ND V I L BE RESPONS RLE FOR T -lE DEv10LlTlON AND REMOVAL OF ALL
JNDER(;ROJND AND A80VE GR00ND SlRJr.T RFS Tf1AT VILL NOT BE Nr:ORPORA1ED
v T 1 TiE NE r'V FAr:ILll ES SHO JLD ~NY DI<:,r:REPANr: ES EXIST VT -l THE PL\NS
THE crN1RAr:TOR SHALL BE RESPONS 81 E FOR rALL NG THE (') ^iNE.R AND REOJEST NG
A r.L~R FH~AT10N OF l1~F PL\NS PRIOR TO DE./IOLiTON
9 DUR NG rONS1 R Jr:TION \LL STOr<.'oJ1 SE'VER NLFTS N l1~E VIr: NITY OF lliE
PROJECT Sf ALL BE PROlEf:TED Bf SED MENT mAPS Sur:H AS C'E( URED f ~Y oALES
SOD STONE ETC 'v'H r:H SHALL BE MA NTA NED AND 'liOD F ED ~S ..:EQU RED BY
ONSTRUr.TlON PROC;RESS
10 :'>.LL mOSON AND SLTATION rON1ROL vlET-lODS S1ALL BF YlPLEMEN1FD PROR TO
THE START OF CONS1RUr., ON ~ND MAlNT:\ NE.D '",NT L r:ONS1RJr.TION S r:(:MP ETF
1 :VHEN CONS1RJCT ON S r:(JMPLE1ED THE RETENT ON/DETENT ON ARE,\S 'V LL BE
RESHAPED CLE,\NED OF SII T v1UD AND DEBR S ~D RE SODDED N ~r:cnKDANr:E
TO THE PlANS
1? CON1RAf:TOR IS TJ r'~OVIDE EKOS ON r )NHROl/SED .;,ENTATION B;\R:;: U (-lAY
Bt...LES OR SILTAT rN CURTA N) TO Pr\EVENT S LT~TON OF ~DJACENT PROPFRTY
ST REElS STlJKv1 <: E 'VFRS VATF R ~AYS AND EXIST NG VFTL\NDS
I.\f~,t j(}f~'I,t.)r~)
1 ~LL ATER"{~ NS SHALL -lAVE A vi ~4,,1 M OF 76 Nr:HES OF r.OVER
? ALL 'VA1FR SYS1Ev1 'YORK Sf1,~LL CONFORvI "11TH u'rAL RFGUl..ATORY STANDAI:;:DS \ND
<::,pEr: FWA TlONS
3 ALL DUCT LE RON P PE SHALL i3F r:!ASS ::>2 N ~Cr:ORD^,NrE "1111 ;\NSI ~ ?1 50
(r>.'Y'VA r. bO) MID ~NSI ~ 21 31 (ro...VVA r: 151) ~ND PPE SHALL REr:FIVE
F XT ER 0 ~ BITU .,1 NO JS r:n;\ T NG N t>..f',,;r:ORDAN(:E 'ViTH ~NSI A 21 6 1 ? 1 8 r R A
21 51 ~D <:f1A1 L BE .JiO~TAR I NED SgNDARD If-lWKNESS :\ND B T1 M NOJS
SEALED N Ar:r:ORP~Nr:E VI1H M.JSI :\ (A:V'\A (; 1114 71)
4
5
6
89
7 ~LL FTTN.>S 2" !\ND SI,ALLER Sf rl,lL i3E Sr: EDULE 1-0 pvr: 'V1TH SOLVENT 'VFLDFD
SLEEVE TYPE JO NTS
8 ALL r.A1F VALVES ?" 0:;: LARGER SHALL BE RES LENT SEAT OR RES LENT VED(;F
>AEET NG THE KEQU RFMFN1S OF ~VI"A r509
9 ~LL F RE HYDRANTS SHALL -AEET THE REOJ REMENTS OF A V''VA r.50? ~ND SH~LL BE
WPROVED BY THE LO(;AL UTILITY AND F RE MARS -lALL
10 1f E CON1RAr.TOr~ S TO NSTALL 1FMPORARY 810V lJfFS AT n E END OF VA1FR
<:UV1(;E L\TE.R,\LS TO ~SSURE ADEQU~lE FI USH NG ~ND DIS NFFr.TION
11 TRUST BLOr:K NG S} \LL BF PROV DFD \T ALL FITT NGS ~ND WDRANTS ~S S -10 ^iN
ON DETf\ILS
1? '/A1ERALS AND r:oNS1RUCTION MEn ODS FOR V~TER DISTR BUTION SYSTE..4 Sf-{,\LL
BE N ~Cr:oRDANCF VIT ~ lHE Lori\. REGJLATORY ;\rENC':Y r:ODES
13 n E RR r.ATION SYS1EM S 1,'\LL HAVE C':OLOR P P NG AND LABEL NG ON TI E
PPE TO NSURE DFFERENTiATlON FR(;v1 POTABLE NA1FR PPNG
I.\r~.t }(jr~ I i~}tl:[c) .\:t~ t~EW~(}re'J,..t:!'111l.tEi l~a(j
?
SHAll
'VITH fiE I 0 ~L JJRISDir.TION '\IA1FR SfSTFM
rON1R,\f:TOR TO rERFlJRoA (;1LORN~TON
.JNIT
l\a....\.tl j~ ,~,\ ,e')r~)
OF
rl,lL <:'N-lIT~RY SEMR IA NS &
(;OVER
? :\LL <:'~NIT;\RY <:U'E.R 'v1,\1NS & SERV1r:E Uo,lERAI S C -l:'>.LL BE r:ONSTRUr.TFD OF
POLYV NVL r. -lLOR DE P PE SDR 35 OR AS OT ,E.R VISE NDIr.~lED ON 1HE
rONS1Rur:TlON DRA'VNGS
3 ALL AN TARY <:-F VER 'YORK SH~LL CONFORM "lIT 1 LOC~L KEGJUo,TORY STANDARDS
AND cPEr: F r.ATlONS
4 PRIOR TO (:nMMENr: NG VORK VH r:H REQU KES rONNEr.T NG NEV 'VORK TO EX ST NG
LNES OR APPJR1EN:\NrES f'rlE r:ON1P.ACTOR Sf1ALL VFRFY LOr:ATON ~D
ELEVA110N OF EXISllNG f:ONNEr:TlON PO NT AND NOT FY (')^iNER S EN(; NEE.R nF
~NY rONFlJr.TS or~ D srKEPANr: ES
5 PVC~ PPE AND FTTNGS SfiALL rONFOK'v1 TO ~ST..4 <:-pEr:Fl(;~TlONS DESlfNATlON
D-..;034 77r. '.1,;\ <:;DR 35 NSTAIlfiT10N OF SDR 35 P PF SH~LL BE N STI~Ir.T
~r.r:ORDAN(;F VTH HE REQJ RE'v'lENTS OF ~SPv1 <:pEr: FIC:'>..T10N SEC110N D?321
~LL SANITARY <: E" :VER P PEL NES SHPU [:IE SOL D (:;REEN N r:OLOR
I) ALL PVr: FORrF MAINS SHALL BE r:lfiSS ?))O SDR 21 r:OLOR GREEN V1TH A
(;RE.EN J.~GNETC T;\PE A MNM M OF 2 VDE PUo,CED 1 FOOT BFOV T E
PROPOSED rRADE TliE PR Nl NG ON THE MAGNETlr. TAPE SHOJ D RE-\D
FO RCE .1,;\ N"
7 ALL DUn LE RON P PE <::'HALL BE CLASS 52 N ~crORDANr:E VIT -l ANSI ~ ?1 50
(AV'V~ r: 150) AND ANSI A2151 (!l...N'VA r. 151) DunllE RON PPF SfiALL
RECEIV'C NT ERIOR MID EX1 ERIOR BITU'v1 NO JS rO~T NG N ACr:O ..:DMlr:E VI1 H ANSI
il... 21 6 A 21 8 or~ A 21 51
8 ALL SANITARY SE'Vm (;RAVITY 'J.~NS nR S,~NITARf C'D'ER FrRr:FMA NS T 1AT
REQU ..:E DIP ARE TO BE POI YUNED OR E.POXY UNED
9 :'>.LL <:-AN TA:;:Y SEVER r:OVFRS S iALL BE 1PAFFlr: RATFD FOR H ?O GAD NG
~.\:U".\ltl :j~ J~.t r~3m'<<) .\,1~ l,m~~'}"'),. .t~'lljl,t~'laa(;}
:'>.L GRAVITY SEVER P P NG S -l\LL BE SUB Er:T TO A TF EVSION NSPFr:nON BY
11 E OVNFRS r:ONrRr\CTOr~ rONn\r.TOR TO NOTFY THE FN(;NFFR 48 flOU:<S N
ADVANr:E TO 5r:f EDULE NSPFCT ON
? THE r:ONTR,~(;lOR S ~AU PEKFORM AN EXF Ll RA TlON 1 EST ON \LL (;R,WITY SE i/F RS
NST\LLFD N ~r:r:ORDil...WE VITH lHE ..:EGUUo,llON \(;ENCY 11M NG JURISDWTlON
J.AX .AJ'v1 rl,lLOVABLE LDJ<.A(;E R,\11: 100 (:;PD PER Nr:~ PPE DAMETH PFR .AILE
lEST RESJ lS \RE TO BE SJiJ~vi nED TO 11 E RE(:;JLATORY AC;FNr:y FOR APPROVAL
COORDNATION AND NOTFIr.ATION OF AL PARTES S TiE r:ON1RA(;lORS
..:ESFONS B UTY
3 ~J L FORf:E J.A NS S t'\LL BE SUBJEn TO A HYDROSTAT r: PRE.SS RE TEST N
il...(":r:r RDANr:E VITH THE REGUUo,TORY A(;ENr.y I ~V NG J RISD r.T ON SAID TESTS
~~E TO GE (;REA1ED Sf THE ENG NEER OF ..:EaRD AND S BvllT1ED TO THF
,EGUL1,TORY AC;ENf:Y FOR WPROVAL r:onRD ~.AT ON \ND NOT F r.AT r N OF ALL
P:\HT ES S lHE (;)Nl"R~r.TO~ S RESPONS B L1Tf
1.\ r~,V;j~ J~,t '~l~.\.t.\."~~ ,l!!'lljl.t~ l...U=3
VERT rAL CLE,\R\Nr:E AT r:ROSS NGS
I.\r~,tn~ ,~,t _;1 ~.\,t \~c.~!! ,t:!'lljl,t~' ~a ij (.;.J.." rJ
'-'.. T iF SE VER SHALL BE ENrASED N r:ONr:RE1F FOR 20 FEET r:ENl Er\ED ON TI E
CROSSNG (10 FT I NEr'\R <:-EPil...RATlON 8ETVEEN JONTS)
B THF SE'VFR SH~LL BE NSTALLED V1H DIP FOR ?O FEET r:EN1ERED ON THE
r ROSS NG (10FT L NEAR SEP~RATlON BET'VEEN JO NTS)
r: 11 F SE VER Sf-{,'\I L BE DE<:'IGNED AND CONSlR Jf:T ED EQUAL TO "tAl E R P r'F
~ND roE PRESSURE 1ESTED AT 150 f-'SI TO ASSU~E ..ATER T(;~TNESS PRIOR TO
B~rKFILL NG OR
D FITHER TI E VA1ER J.A N nR THE SE'VER L NE vi~Y BE ENr~SED N ~ VATFRTlGHT
r.ARR FR P PF VHlr:H EX1ENDS 10 FEET ON BOTli S DES OF THE r:ROSS NG vlE,\SURED
PERPEND f:ULAR TO T -IF VATER viA N Tf E rARR ER P PE S -{,\LL BE OF v1A1FRv\1 S
APPROVED BY T E DFPAHT oAENT FOR JSE N V~lFR viA N rONS1RJCT ON
ONF nF THE<: F METl-lODS SHALL ALSO BE JTL lED :VHEN THERE S NO ALlERNMIVE TO
SF:VEKS r ROSS NG OVER V~TER !.MlNS N SUr:H NST!\NCES ~DEQUATE SlRUr.TUR\L
SI F PORT Sf1,'\L BE PROV DF D FOR THF SE\ ER TO ~v~H-lTA N L NE AND GRADE
GRAVITY cE'VERS OR FORCE 'vi~NS SHALL BE NST\LLED AT LEAST 10 FEET HORlONgLLY
FR('M ANY EXSTlNG nR PRnpOSED 'VA1ER Mil...N 1HF DISTANCE S-lALL BE MEASJRED EDeE
TO EDGE N CASES 'VHERE T S NOT PRAC':T C~L TO MA NTA N A 10FT SEPAR,\T1C1N THE
VATFR MAN SfiALL BF NSTALLED N A SFPARA1E lREN(;~ OR ON MI JNDISTJRBED E-\RTH
S iELF LOr.ATFD ON ONE S DF OF T -lE SEVER AND AT !l...N ELEVAT ON SO THM THE BOnnM
OF THE VATER J.A N S AT LEAST 18 NCHES ~BOVE THE TOP OF lliE SE':VER AND lliE
VATER AND SEWER JO NTS S -{'~LL BE STA(;GERED
F IT IS MPOSS BLE TO OBTAIN PROPER H R lONTAL ~ND VFR1W~L SEPAR.ATlON ~S
DFS(,\SED 8011, TiE VA1ER viAN AND SE'VER v1uST BF r:ONSTRJr.TED OF SUP ON OR
'.,I,Er:H\NICAL JO NT PIFE rr J,PLY NG "11TH PUBLlr. :VATFR SUPFLY DESWN ST~DARDS OF THE
DEPr..RT'I1ENT AND BE PRESSSURE TESTED TO 150 f-'SI TO ~SSJRE ,A1UT(:;-{TNESS BEFOKE
BAr:KF LL NG
VA1ER SE.P\RAT10NS
viAXM M OBTt...JNABLE SFPARATON OF REr:LAMED V~lFR LNES AND D(J>AESTr: VATER LNES
SH:\LL BE PRAr.TIr:ED A MNvlUv1110R'lONT~1 SEPARATION OF 5 FFET (rEN1ER TO
r:EN1ER) OR 3 FEET (OJTSDE TO OUTSDE) SIAL RF J.~NT;\NED BEnEEN REr:LAMED
!lATER LNES AND F1THER POT~LE V\TER vi~NS rR S,,\NIT;\RY SEVER LNFS \N 18 Nr:H
VUT (:AL SEPARATION SHALL BE vi~ NT\ NED M CROSS NGS
NON P BLlr. :\r:r:F5S RRI(;~T10N
NOlE 'V EN T S MPOSS BLE TO OBTA N PROPER HOR lONT:\L AND VERTJr.AL SEP:\RAT10NS
AS STPJlfiTED ABOVE DEP ....AY ALLOV DEV1~TON ON A r:ASE BY r.~SE BASS F SUPPOR1ED
BY DAg FR(;v1 THE DEStr.N FNrNFER ~PPROV\L FOR THE DEViATlON v1JST [:IE OBTt...JNED
PR OR TO r:ONS1RUr.T ON
el,t.\!J l. [r) .\, ~ ~ ,t.\L:l.\cJ!! ,e.) r ~ j
1 ALL DE FTU OUS SJBSTANr:F MA1ERIAL (E MJr:K PEAT BJR ED DEBR S) S
TO BE EXr.AVA1FD N Arr:nRDANr:E '\11TH 11 ESE PLANS OR AS D RFC1FD 8Y T E
O'VNERS EN(;NEER OR O\lNERS SOIL 1ESTNG r:OvlPANY DELE1EROJS MA1ER~L
S TO BE STOr.KPILED OR RFv10VED FROM THE SI1E ~S DRFr.1E.D BY TI F O'VNER
EXr.AVA1FD AREAS ARE TO BE RA(;KFLLED VIl1~ APPROVED v1ATERALS AND
00 v1P~(:1 ED AS SHO \IN ON lliESE PLANS
2 THE r:ON1RAr.TnR SliALL BE RESPONS BLE FOR PROlE(;T NG Exr~VAT NG \r.NNST
r.01 Uf-'cE il...ND 'VII L PROVDF BR~r: NG SHEET NG rR <:-HOR NG AS NEr:FS5;lRY
TRENr:HES SI1AL BE KEPT DRY VH LE P PE \ND \PPURTFNANr:ES AKE jE NG
PL\r:ED f:E~A1ER NG SH;\LL GE USED AS REQU :<ED
3 ALL STnl'\'..4 SPIER P PE Sf :\LL BE ..:F NF(;RrED r:ON(RETE r:lfiSS III (ASP...1 r: 76)
J N LESS OT FRY SE NOl ED ON PlANS
4 PVr: STOKM P PE 12" AND S ....ALLE.R SHALL CONFORM TO A VIVA r: ')00 r Uo,SS 150
STAN :\RDS JNLESS OTfiER VISE N01FD
5 ~LL DRA NP(:;E STRun JKE (;RA1ES AND rOVERS V TH N TR,~FFIC .\REAS SHrl,lL BE
1 PM Fir. RA 1 ED FOR H ?O LOAD NGS
o T F r:ON1R\nOR IS TO SOD 11 F RE1ENTlON/L-E1ENTlON POND ~S NDlr.ATFD ON
PL\NS VITI- N ONE 'lEEK FOLL(') 'V NG roNS1RUr.TION OF TiE POND
7 v1,\TFRALS AND rONS1RU(;lION J.ETfIODS FOR SlREETS AND STORoA DR,\N~GE
r.ONS1RUr:TlON SHALL fEN Ar:r:ORDANrF 'VITH TfiF LO(;:'>.L "EGUL\TORY ~(;ENr:y
8 !l...LL STORM ST RUn RES Sf1ALL BE GRO J1 ED TO 1 E NVERT
FLEVATION(S) OF T E STO'\M P PFS(S)
STOKM P PF SHALL BE S~V r:JT EVFN YIl11 THE SlRJf:TJRE VALL(S)
(:;ROJT AROUND P PES FOR VA1ER T (;HT AND Sv100TH F N SH
i>.\ IL.Ct), <<l,t.\!Jl:Cc) \ !J.t.\L:I.\Cl!! r~} il:LO .\,t~ .U~~.} rt'J,' ,t:!'lIJl.ta'l~a (j
HiE STrR'vI DRA~lAGE PPNG ND FLTR,\T ON SYSTE'v1 C'f1,\LL BE SJBJEn TO A
VISUAL N<': PFr.T10N BY THE 0 ~NER S SO LS ENG NF ER PK OR TO 11 E PL~r:E ,;,FNT OF
BAr:KFIL
? THE r:ON1R.ACTOR S-lALL MANTAN THF STORM RAN~(F SYS1Ev1S UNTL FN,\L
ArrEPTANr:E OF Tf E PROJF(;T
3 n E rr Nl RAr-:TOR S RESPONS BLE FOR r:OORD NA T NG T E APPL r.ABLE TEST NG
VITH TiE SO LS ENG NEER 1 ESTS VILL BE EO J ("ED PI RSU~NT v m THE
TEST NG Sr:HEDULE FOUND N THE EN(; NEE.R NG rONS1 R JC':TION DP.A'V NGS JPON
r r vlPLETlON OF T iE :YORK THE "0 LS EN(; NE ER WJST SUBMIT r:E ~T Ftc ~ TONS TO
T-lF O^iNFRS EN(;NFER STATNG T1AT ~LL RDU..:E,;,ENTS HAVE GEEN 'viET
i>\/l.Cc) :[')r~j
rRIOR TO (;ONSTRUr.T NG r:OWKETE P~'-iF'tJ1ENT n E r:ON1R,~CTnR IS TO SUBMIT A
ROPOSED JO NT NG PATTERN TO TI-{E 0 ^iNER S EN(:; NEER FOR APPROVAL
? THE r:ONTRACTOR IS TO PROVDE A 1/?" BT viNOUS EXPANSON JONT v1ATERAL
'VIT ~ SEAl ER ~T ~BUT vlENT OF r:OWRF1E AND ANY SlRUr:TURE
3 ALL PAVEv1ENT vlARKNGS S-l~LL BE vlADE VTH TRAfFC PANT N Ar:rORDAN(:E
TO FDOT STANDARD SPEr:F(;ATIONS 971 12 P~RKNG ST\LL STRPNG
TO BF 4" V DF PA N1FD VHIlE SlR PES
4 THE rONTRAr.TOR S TO NST~LL EX1 ':IA BA<::E !.~lER:'>.L VI EN TI E DISTANr:F
BErVEEN l11E PAVEvlFNT ELEV~TION AND lliE TOP OF THE f-' PF OR BELL IS LESS
l11AN HFI VE (12) Nr: ~ES
5 STAND^RD NDEXES REFER TO THE L\lEST ED ON OF FOOT Rn~D ..AY ~ND
1P.AFFlf: DE.S GN STAND~KDS
6 PMEMFNT N THE PKOPERTY SHALL r:ONS ST OF 1 1/2" ASPH~LT
TYPF S 3 r.N 6" L vlE.ROr.K BASE r:r~vlPAf:1ED TO 9ij% OF
MAX ,,1 vi DENSITY ON SJB BASE r:OMPAr.1FD TO 9F\% OF viAX v1J vi
DFNS TY fJE.R ~ASHTO T 180
7 PAVE "'ENT N R 0 V SHALL (;rNS ST nF 2" A<:pH:'>.LT TYPE S 1
ON 8" L'I1EROr:K BASE r:(:MPAf:TED TO 9870 OF 'J.~'x 'v1UM DENSITY
ON 10 1/2" SUB B~cE STABILlED TO 1-0 BR AND rr.I.P~CTED TO
9ij:1o OF 'Iv...,X MI '.,1 DENSITf PER MC' HO T 180
;Jl.l~l~.\;) .,;.JIJ.. r ( ,UCla.. 'J.= I \ I ,c.) i~}
AL PROPOSED VORK M JST r:(: MPL Y '11TH F DOT NDEX NO 700
? ~LL RO V NSTALLATIONS VLL BE N Ar:r:O:<OANr:E "11TH r'P.Ar:Tr:ES REFE.RENr:ED
N THE ST~lE OF FLOR n~ UT L T ES Arr:r. J,MOOATiONS J.ANI AL
3 ALL DESlfN AND r:ONS1RU(;lON ..1UST r:rNFOr<.vi TO THE ',,1 N ..11 '.,1 STA~D'\RDS
<:'ET DO '\IN N P NE L\S rOUNTY lAND DEVELOP .,lENT JON NG \ND/OR REUo,TED
ORD NAWES :\ND v1 N oJ1l '..4 TEST NG FREQUENr:y REQJ RE'I1ENTS
4 SI NS AND RARRIr.ADfS TO BE :\(:(O..:D NG TO FDOT viANU\L nF Sr'\FF rR;\(;lf(ES
REFEKENr:E FDOT NnEXFS 600 THRJ 650
5 NSTALLATON NVOLVNG r:ONr:RE1F ~ND A<:pl ALT DRVEYAY N GOOD r:ONDITON
,,1 UST BE ~r:c(: v1PL SHED BY Jt....r:K ~ND BORE OR P u<:-H NG NO JETT NG IS ALLO VED
6 r:O'v1PAr.TION FOR P PE BAr:KF LL S -lALL r:0 v1PLY vlT ~ MSHTO T 99(100%)
7 DISTURBFD AREA VITH N 11 E R 0 V V LL BE rr MP A(;T F D TO 100% OF viAX v1 v1
f:ENSITY A"~D "'ODDED
8 \NY PORTON OF THE Rn~D 'V~Y THAT SUSTA NS EXr:ESSIVE r:ONSTRJr.T ON REL\TFD
n:\M~GE N 11,E OP N ON OF P NFl Uo,S r:O.JNTf -ltrH YAY DFPART viENT SfiALL BE
KEPAlKEo M r:ONTR\r:TOR EXPENSE N A J.NIlNER cPEr F ED BY P NELUo,S r:OJNTY
HI(;H'IAY rFPARl "'ENT
9 <:'AfF PFDFS1RAN 1RAFFlr. S TO BE MANTAlNED AT ALL T viES
10 ANY snE\VALK VHr:H BEr:r';'ES UNDFr<.v1NED viJST BE REv10VFD AND REPL\r:ED
S DE'VALKS :\RE TO BE RFr:ONS1RUr:TFD '11m N lliREF(3) nAYS \F1ER "F vlOVAI
V F N EX Sf NG S DEVALK S REMOVF D T S TO ijE RE v10VED ~T THE NE-\RFST JO NT
11 NO STOr:K NG nF vlAT F R \L N ROAD '\lAY OR ON S DE'V~LK ALL D RT OR nEBR S
VLL BF r<.F..10VED FRrM TiE JOB SI1E nAILf RnADS AND SDE'V~LKS '\RE TO i3F
S vEPT nA I Y AS PART OF CAILf r:LE-'\N UP
~t,l~ll \j .;.JIj,UI .Ucla.. 'J;: /.\1 ,c')r~j ('';rJa"rJ
12 SA.V r:UT EX ST NG ED(;E OF P~VEMENT PRiOR TO DRIVEVAY r:ONS1RJnTlON
13 DISllJRBED AKEA VITH N lliE R GHT OF YAY V LL BE ( r. v1P~r:l ED TO 100% OF
./lAX MU v1 fENclTY AND SODDED
1 4- DO NOT DIST JRBED EXIST NG I",NDE(~D:;:AlN nR STOR'v1 SYST E.,\S F Fill R,\T10N BED S
DISllJRBED r:ONTACT TfiE ~REA NSPEf:TOr~ 'lIT 1 THE P NELUo,S r.OJNTY -l G -{ VAY
DEP^RTMENT \T 464 8900 FnR ASSISTANr:E
15 r'ROVDE '-\ vlN v1 v1 OF 3" rOVER OVFR U1ILITES AT AL DKH r.R)SSNGS
16 NO SlREET SH~LL BE r:LOSED "I11-l0UT T'rlF 'IRT EN PFRv1SS0N OF THE PNELUo,S
r:OJNTf 1P.AFFn DIVSON AT [,\ST 1-8 -l0 R ADV\Nf:E r:OORDN~T10N S REQJRED
17 TfiE PEr\ vllTTEF S ~TT ENTION S D REf:T ED TO THE PROVISIONS OF ThE 1 RENU1 <:'~FFTY
An (FLOR D~ STATUTES 55360 at "'eq) AND TiE ocr:UPAT10NAL SAfETY AND -{E,\LTH
iE--\LTH ;Dv1NS1R,\TON ExrAV~T10N SAFETY STANDARDS (L9 "FR <:Er.TON 1,)?6650
<::,UBP\lRT B) "'Hlr:H <:-HALL \PPLY TO r:ONS1RUnION OPERATION !\NO J.AlNTENANr:E
P RSUANT TO T -lIS FER v1IT
I'J,t.< .1 ;:~.).. ,tCcliH 3 'J1.. 1.\ I
DRIVENAT' TO BE r:ONS1RJC1ED TO FDOT NDEX #515
? EROSION rONTROL AND SHOJLDFR SODD NG Sf1,'\LL CONFORv1 TO FDOT ND#104 &
105
3 GU~KDPA LS <:I-{,\LL r:ONFORM TO FDOT ND#400
4 ALL SlR P NG SH~LL BE LEAD FREE NON SOLVFNT 8A<:ED 1HEr\>AOPU\STlr: :\ND viEET
\(:(ORD NG TO THE FOOT SPEr: Flr:~T10N <:Er.110N 711
5 REFLECTIVE PAVE'IiENT vi:\RKERS S ~LL "'EET T E RFQU REMENTS OF FDOT
SPEr: Flr.\T1r.NS SEntON 06
6 ~LL SIGNS :VlTI-l N mOT R (; ~T OF VAY S -lALL '.J EEl THF REQUI RE JiENTS OF F DOT
SPEr:Flr.ATtrNS crf:TON 700
7 REFLEf:TIVF PAVEMENT vlARKE.RS S-lALL BF pUo,rED N Ar:CORnANrE V1H FDOT
STAND~KD NDEX NO 1 735?
8 SlR P NG 'VITH N FDOT RIGHT OF V~Y <:-[ ALL BE PUo,CED N ACr:ORDANr:F VITH
FDOT STANnARD INDEX NO 1731-6
9 SlfNS VITH N FOOT RI(;f-{T OF "'AY Sf-tALL BF rONS1RUCTED N \r:r:CRD~Nr:E '11TH
FOOT STANDARD NDEX NO 11860 MID S -lALL BE PUo,f':ED N Ar:r:ORD~Nr:E VlTf1
FDOT STil...NDAIRD NDEX NO 17302
10 <:-I(N NG AND SlR P NG VITH N FDOT RI(;HT OF ~AY SHALL BE N A(:(ORD~Nr:F
VITH T E 'v1,-\N1 AL ON IJN FOR'v4 1RAFF1(; r:ON1ROL DEVIf':FS (MUT(;D)
11 :\1 L vORK PERFOR viED 'V TH N 1f F FLOR DA DEPARTMENT OF T RANSPORTAT ON
RI(;HT OF NAY CONFOR~v1 TO
~) F ORlnA DE.PART.;,ENT OF TRA.NSPORT~TON STANDARD SPEC Flr.AT10NS
FOR ROAD AND BR D(;E r:ONS1RUr.TION (?OOO) (:Jko ST~,Nn:\RD SFEr:S)
B) FLORIDA DEPARPJ,ENT OF 1R,\NspnRT~TION Ro~n 'lAy AND 1R\FFIC
DFS GN STANDARDS r:ONS1 R JnlON ~viA NTENANr:E ~ND JT L1Tf OPER,\T ONS
FOR Sl KEElS \ND HIGH VAYS r N SfA1 E >'1t...JNTt...JNED SYS1EMS (AN ?000)
(JkJ ST"'~D\RD NDFX) r:OMPL \Nr:E vlT ~ t...J L APPU(::\BLE NDIr:ES IS
RFQU KED
(;) FLnR DA DEPARTMFNT OF TR,-\NSPORTATON MANJ~L OF .IN FOKvi ,,1 N M M
ST!\NnARDS FOR DESGN r:ONS1RUnION AND v1AN1FN:\WE FnR SlREE1S AND
-l r,H VAYS (?OOO) (Jko (;RFEN BOOK)
12 TRNFC CON1ROL & SDEV~LK r:LOSJRE ARE TO BE PER FDOT NDIr:ES UnOO AND
#6?3
13 I\PPLlr.ANT ~AUST NOTIFY THE FLOR DA DEPT OF T ':I,ANSPORTATlON P NFUJ>..S r:OUNTY
'.,fA N1EN,\Nr:E nFFlr:E (1-8) HOURS N ~DVANr:E OF ST~T NG PROPOSFD YORK
r:ALL (727) 570 5101
14 BE.FOKE r:ONS1RUCTlON S TO BEG N THE ~PPLlr.ANT C'HALL DELIVER TO n F F1 OR D;\
DEPT OF lRANSPO~TAlION PROOF OF NSURANCE VER FY NG 11 AT mE APPIIr.ANT OR
TiE APPLl(":ANT S r:ONTRA(;lOR liAS rOVERAGE JNDFR 1f F LABILITY INSUR,-\Nr:E
POLr:y N Ar:r:OROANr:F V1TH THE "'EQU ..:EviEN1S OF FAr: RJ E r: -lPT
14 96007(5)((;)6
.;.J,H .l.\'~ (.J,\'} .t~:J;J'J,E:)l;jll ... ( ,C.) r~
IT IS n E rONTR,.;f:TORS RESPON<:-BLTf TO PERFORvl A SURVEY (:'>..rC(;MP~NED BY
THE ARr:HITEr:T AND 0 "INER) OF THE FNT RE PROJEn ARE-\ NCLUD NG 8U LD NG(S)
AND SI11: M .:.EDIA1ELY PON or:r:upn~G lliE v(';RK AREA MID Bf PHOTOfR,\PHIC
M-lD 'IRITlEN f: RRESPONDEN E DETA L N -' ANY AREAS l1-l:\T ARE NOT N A F RST
r.Uo,SS rONDITrN (<:'URF'\CES THAT \RF JNBROKEN NON R~r:KED NON RJST NG
VTHOUT f:H PS VITHOUT <:pUN1ERS OF TFXTURE v1ATr:H NG ITS SUR-<OUND NG
'1111 NU' ~PPEARNG FNC'f ES AND )PERATNG AS ORI(;N~ LY DFSGNED OR
N1ENDED TO nPERA1E) VHIr:H VILL RElv1A N N 11 E R PRESENT r:QNDIT10N AT THE
rONr:LUSION OF T -lE PROJFC':T T -lE r.ONTR\CTOR VILL BE RESPONS BLE FOR PROV D NG
THE 0 "INER A r:<;MPLETE PROJEf:T N F RST r:Uo,SS CONDITlON "'EET NG NDUSTRY 'V DF
ST~ND^RDS N QJALlTY \ND PERFORM~rE T iROU(:;HOUT THE ENTIRE r'ROvFCT A~EA
BJ LD NG(S) AND SIlE (":Er.^RDLESS (;F 'V iETHER AN Al"\'EA is SFE(; FWALLY IDENT F ED
'VlTf-l N THE DR\V NGS ~ND C'PE(; FICAT ONS OR NOT) UNLESS A PARTlrULAR ~RE,\ H~S
REEN DESr:RBED N TiF ;\FORE'.JiENTlONFD PHOTOC;~\PHS AND VRITTFN rET~IS
r:ON1R,\f:TOR HAS THE RESPONS BILlTY TO PROlEr.T THE FX ST NG BJ LD Nr,(S)
JT LIT ES ~D SITE THROU(;1I0JT THE PROJEr.T T ME FRAME SHOJLD DUR NG THE
(;0 RSE OF THE VORK ANY AREA OF THE BU LD Nr.(S) A~JD/OR JT L T ES ~ND/OR
T ~F BU LD NG(S) AND/OR UTI IT ES MiD/OR THE SI1F BEr.OME DAIv1,\ ED \ND T -lAT
~REA VAS NOT Sr'Er: FW<\LLY (;ALLED OUT TO BE A P\RT nF THE r:ONS1RJr.TON ll~E
rON1R,\r.TOR S ~LL REP~IR ~D/OR REPL\rE THE AMAGFD '\REA TO THE ~AT cF~f:TlON
OF 1f E ARr -lITFf:T AND 0 ~NER ~T NO ADDITIONAL (;OST TO T E 0 ~NF R
AS ~ P!l...~T OF 11 E E DorU';'EN1S A SIlE <:'URVEY '-IND/OR JIlE nAT\, 'ViEI~
P OVIDF D AND ANY ~DO TIONAL NFOK v1ATlON ll-l~T v1AY BE r'ROVIDED IS FnR
NFOR ~AT ONAl PURPocES ONLY 11iE 0 '1NER ~D -l S AGENT ASSU.;,E NO RESPONS B L 1'(
FOR T1 E R j-'REP~RATON (:( V,PLE1ENESS NOR \r:rJRA1ENESS ~ND lliE rONTPAr:TOR
S F JLLf REcPONS BLE :VHEN JS NG cA 0 SOJRCES lliE CON1RACTOR <:-HOULD
JSF SuCH NFORJ.AT10N ONLY AS A GJ DE TO THE SJSPEr:1ED LO(;ATION nF
NDER(;RO.JND <:ERVWFS NrLlun NG BUT NOT Uv11ED TO
.y~TER SUPPLY
STO v1 SEiVF R
ELECl RIr.AL PO lifE :;:
RRIr.~T ON L NES
F BER opnr. r.il...BLES
FRE ~L'\RvI SYS1Evl (:~BI ES
CONl ROL V R NG
SYSTEv1S
<:'~NITART SEVER
N'-\Tl RAL:\ND P (;~S UNES
REr:LA MFD VATER SJPPLf
T V f:ABLES
1 FLEPHONF f:ABLES
SEr: JRITT V:;: NG
SI1E JNDERGRO ND MEr:f-{,-\N r:;\L
NrLJD NG NSUL\TION
IT VII L BE l-{E r:ON1R,~f:TOR S RESPONS B L1TY TO DETER'oA NE T -lE SPEr: FIr: LOr:~T10N
nF THE JNDE.R(;RO.JND SUVIr:ES BY rARE.FUL f1,-\ND ExcWM ON ONLY uNLFSS
OTliER /iE-MIS ARE APPROVED BY ARr:HIlE"T AND 0 ~NER BEFORE BF( NN NG THE
'10RK THE r:)NTR\f:TOR S ALL REPL\r:E O~ REP~R PER SPEr: FC':ATrNS ANY
~ND ~LL D:\M\(;ED JNDF R(;RO ",ND SERVlr ES ~S L1S1 ED At>OVE AT NO AC 0 TONAL
r:OST TO THE 0 VNER
1 T KENr:H EXCWATlON
Nr:1 UDE OSHA STANDARD ?9 rFR SEn ON 1926 650 S Jc:PI\i'RT P VHIr:H IS
NO V A P~RT OF LA:VS OF FLORIDA r:Hil...P1ER ')0 06
THE rONTR.ACTOR S ~~LL PROVIDE 'IRITlEN ASSJR,\Nr:E OF rr viP PNr:E
"11TH HIS L\ V
~ SE.PARr\TE r:OST 1Fv1 DENTlFY NG lliE r:OST OF r:OMPLANr:F
A 1 :<ENr:H S,\fETY SYS1EvI S ~LL BF DESlrNED BY T F r:ONTR,~ TOR AND
APPROVED BY THF ENG NEER
? ALL RETFNTWN ~RE,~S STnK'vI SE"VFR P P NG STO\"'. vi SE \ER SlRUr:T1 KES ETr.
.I JST BE N PL\CE AS PART OF 11 E F KST PHASE OF rONSl Run ON
T S THF REcPONSBILlTY OF THE r:ON1R,\CTOR TO ~r:r:rv\v10DA1E POSTVF
DPAJ~jA(;E THROJ(;I OUT r:ONSTRJC':T ON TO AVO 0 FLOODiNG nF THF AD :\r:ENT
rROPFRT FS ANY FLOOD NG T -lAT W>..f O(f:JR DUE TO HIS VORK VILL BE
THE SOLF RESP(; NS 81 TY OF T ~E r:r NlRAr.TOR
3 THE uSE OF ELECTRON r~LLY STORED DATA IS N1ENDED FOR NFlJR v1ATlONAL
P JRPOSFS r NLf \ND NOT TO bE JSED FOR r:ONS1 Ruc110N r:ONl R,\r:TOR
oJ1UST UTI IF SI(;NED ~ND SEALED DOr: .J.ENTS FOR r:r....NS1RJnION
,.) r!! (.) .,;.J, H .t.\'.} (.J ,t
T -1E (;ONTRA.(;TGR SHALL PROV DF CERT FlED RECORD DRAW
NGS SIGNED AND SEr'\LFD BY A. PFWFFSSIONAL LAND SURVEYOR
T ~E RE(;ORD DRAWINGS SHALL SHOW F NA.L GRr'\DES FOR
RETENTION BAS N(S) (;ONTROL STRU(;TURE(S) NLETS
& PIPFS NITH TOP & BOTTOM EI EVA.T10NS NVERTS &
D MENSION NG OF SLOT & B:\FFI F LO(;!\T ONS OF All UTIIIT ES
N(;L1JD NG THF SANITA.RY SFWER AND WATER P P NG T-1E
(;ONlRr\(;TOR ~HALL PROVIDF TWO (;OP ES OF THE (;ERT F ED
RECORD DRAW NGS TO T,E ENG NEER
T,E AFOREMENTIONED RE(;ORD DRA.W NG SHALL BE SUFFWIENT
ENOUGH N DF:T:\IL TO BE A(;(;FPTABLE BY AGEN(;IES HA.V NG
JURISDI(;TION
e.l~,t~.t.\~ .;.J,E;) r .tIl..} re.J,. ,[.) r~;}
1 AL lliF VORK PERFOR\AED SHALL f:r"PLY '1TH TiF ..:EGJUo,T10NS AND ORDNAWES OF
THE V:\RIOUS GOVE~N "'ENT~L AGENr FS H~V NG JUR SDIf:T ON OVER THE 'YORK
? ALL ELEVATIONS ARE REFERFN(:ED FRnM NATONAL GFODET1C': VERTCAL DATUvI
3 LOr:~T ONS EI EVATlONS AND D MENS ONS OF EXIST NG JTILlT ES STRUf:TURES
AND oniER FEAT JRES '\RE S 10 ^iN Ar:r:nRD NG TO THE BEST NFO'\ v1ATION AV~ LABLE
AT THE T ME OF PREPARAT ON OF TiESF PLANS THE CON1R~nOR :VILL VER FY
THE LOr.ATIONS FLEVATlONS AND D MENSIONS OF ALL EX ST NG UTlL T ES
STRJr.r JRFS ~ND OTHER FEAT "ES AFFFr.r NG TH S VORK PRIOR TO CONS1RJr.T ON
4 lliE r:ON1R,\f:TOR S 1,'\LL r:HEr:K 1l1E PG-\NS FOR rONFLlf:TS AND DISr:RFPANr: ES
PRIOR TO r:ONSTRUr:TlON TiE r:ONTR,\r.TOR SH\LL NOT Ff f1-lE 0 'vNER S FN(; NEER
OF ANY r:r NFlJr.TS OR DISr:REPANr. ES BF FORE PERFOR'v1 NG ANY VORK N THE
AFF En ED ~REA
5
6 cON1RAr.rOR IS SOLELY :;:E<.:pONS BLE FOR r:ONSTRUr:TlON SAFFTY
<:-pEr:I:'>.L PREf:\UTlONS ~AY BE KEQU KED N THE VI(; NITY OF
PO'lER L NES :\ND OlliER JTILlT ES
7 :'>.LL UNDFRGROUND UTILT FS ,,1 JST SF N pL\r E AND 1ES1ED AND N<:pEf:1ED f-'R OR
TO BASE AND SURF~(;F r:ONS1RUr.T10N
8 T S THE r:ON1RAr.TOR S RESPr:NS B L TY TO 8Er:r~tJ1E FAM UAR :V TH niE PU v1 T
AND NSPECTION REOU REMENTS OF THE VAR OUS GOVERNMENTAL A(;ENr ES THE
CON1RAnOR S iALL OBT~ N ALL NEr:FSSARY PERMITS PR OR TO rONS1RJr.TION AND
Sr: iEDULE N<:-pEr:TlONS Ar:r:ORD NG TO \(;ENr:y NS1RJnlCN
9 lliE r:ON1R,\r.TOR SHALL SUBMIT FOR ~PPROVAL TO THE 0 ^iNER S EN(; NEFR <:-HOP
DRA'VNGS ON ~U PREr.~ST AND v1,\NJFAr.rUKED ITEv1S FOR 111IS SI1E
Ft...JLURE TO OBTAIN APPROvAl jEFORE NST:\LL\T ON I.AY KESULT N REMOV~ AND
"EPUo,rE..lENT AT 1l1E (ON1R~CTOR S EXPENSE ALL SIiOP DRAV NGS ARE TO BF
REVFVED AND ~Prl~OVED BY TiE rONTR,\r.TOR rROR TO S w.llTTAL TO THE
O'VNFRS EN(;NEFR
10 AT LEAST THRE.E (3) 'VORK NG D~YS PROR TO r:ONSTRJCTION THE r:ON1R,\CTOR
SH6.LL NOT FY 11 E ENG NEER AND \PPROPR Al E ~GENr: ES !\ND S JPPL Y n EM V TH
\LL REQU RED S -lnp DR,\'V NGS THE rONTRAr.TOR S NAME START NG DATE
PROJFf:lED snHEDUI E ~D OTHER NFO,vlATION AS RFQJ RED ANY :YORK
PEKFOR..lFD PROR TO NOTFYNG THE FNC;NE.FR OR VITHOUT ~(;FNr:y N<:-PFr:TOR
PRFcENT MAY BE SJB. ECT TO ~EvlOVAL ~ND REPUo,rE'lifNT ~T THE r:nN1RAr.TOR S
EXPF NSE
11 R~r:KFILL v1A1ER;\L Sf-tALL BE SOliDLY T\./I,PED AROUND P PFS N 0 GWEKS JP
TO ~ LEVEl OF AT E,\ST ONE FOOT ABOVE THE TOP OF THE P PF N AREAS TO
SF P~VED BAr:KFILL S-lALL BF r:0lv1PAr:1ED TO 100% J.r>..xM .,1 DEN<:-TY ~S
DE1E:'./vi NED BY ^,/>,SHTO T 99
1? SI1 E VORK (;ONC':REl E Sf1ALL iAVE A ro v1PRESSIVE Sl KENGT 1 OF AT LEAST 3000
PSI N 28 DAYS JNI ES5 OT E.R V1SF NOl ED
13 \LL PRIVA1F AND P JBLlr: FRnpFRTY AFFFr:1ED BY T E :YORK C'1ALL BE RESTORED
TO A rOND TON FQ JAL TO OR BFTl ER THAN EX ST NG r:OND TONS IN ESS
SPEr: Flr.AU Y FXE'viPTED BY THE PLANS ADDITIONAL rOSTS ~RE Nr. DENTAL TO
011 ER r:(':NS1RUCTlON AND NO EX1RA r:C1MPFN<:-ATION IS TO DE Al LO VED
14
15 TiE SO LS FNG NFER S TO SJPPLY THE ENG NEER VITH A PHOTOr:OPY OF ALL
r:r.MP~r.r ON lES1S ~ND ASPH;\LT RESJLTS TiE SO LS ENG NFER S TO (;ERT FY
TO THE ENG NEER OF REr:ORD N ~RIT NG THAT ALL lEST NG REOJ :;:F v1EN1S
EQJ RED BY THE Or:~L REGJLATORY ~(;ENr:y MID THE FLOR n~ DFPART JoENT OF
lRr\NSPORTATlON (FDOT) FOR THE vlFROVEvlENTS t....S REQU RFD BY T-lE
ENG NEE"\' NG r:ONS1RJr.r ON DRA V NGS H~VE GEEN <:'ATlSF ED
16 THE r:UN1Rr\f:lOR SHALL 'J.~NTAN ~ r:OPY OF THE APPROVFD PL\NS ~ND PFr\MTS
AT lliE r:ONS1RUCnON SI1E
17 THESE DRAV NGS MAY NOT Nr.UDE NFr:ESSARY rOMPONENTS FOR r:ONS1RUr.r ON
<::'PJFTY 1HE r:ON1R~f:TnR S SOLELY RESPONS BLE FOR -AEANS AND METHODS FeJR
('ONSl RUr.T ON S 1 E SAF ETY
18 ~LL SODD NG SEED NG AND MUI r:H NG SHALL Nr:UDE 'VATE.R NG AND
FERTILiZATION 111E rON1~r:TOR S 1AI L BE RESPONS BLF FOR J.AlNTA N NG THESE
\RE-\S JNT L ll~E PROJEn S r:r J,PLE1ED ~ND ACr:EPTED BY THE 0 ~NFR
19 rl,lL PPF LENGTHS '\RE PUS OR MNUS PPE oAEASJKEv1EN1S ARE r:FNTER TO
rENTER OF STRunu..:ES OR FITllNGS P PF MEASJREviENTS FOR >AlTERED END
<: Er.nONS '\RE TO TiE FND OF P PE
?O EXiST NG PAVF v1FNT S ~LL BE SA V r:UT :V iF RF NE:V P~VEMENT S TO BE ADDED
OR EXIST NG PAVFMENT TO 8E EU/vi NA1ED
21
?2
?3 T -IF r:ON1R,\r:TnR pE.RFnRM NG TRENr:H FXr.AVATION N EXr:ESS OF 5 FEET N DEPTH
SHALL r:C1viPIY VT~ THE Or:r:JPATIO~:'>..L S,\FETY AND HEALTH ADv1NS1RATONS
(O<:--lA) lRFNr: 1 ExrAV~TION SAfETY STANDARDS ?9 r. FRS 1926650 SUBPART P
WUD NG ALL SJBSEQJENT REVIS ONS OR JPDATFS TO THE STANnARDS AS
ADnp1ED BY T E DEPARTV.FNT OF L\B(';R AND EMPLO'l'v1ENT SEf:UR TY (DLES)
?4 CON1R.ACTOR TO rooRDNA1E THE PONTS OF rONNEnlONS OF THE Jl1UTES VITI,
D FFFRENT SJBS SI1E r:ONTRAr.rOR TO r:ONSTRJr:T TiE IJNDERGROI.JND NFP.ASTRUr.rURES
e SANIT\RY SEVER STOr\oA SEVFR 'V~lFR LINES FRE LNES EH~ TO 0 OJTSIDE
OF lliE BLDG(S) TiE P JM8 NG rONTRAnOR TO rONNEr:T ~ND viFET THE NVERT
ELEV;\TIONS OF lliE SA D J1ILlTIES MlY JT L TY VORK PERFOR viED V 111 N 5 OF n F
BI DG S :'>.LL lET E RESPONS BI ITf OF T -lE PL MB NG r:ON1R~f:TOR ALL "IORK
SHALL r:O..iPLY 'V1T~ ALL \PPUr.ABLF FFDEPAL STAlE :\ND LO(;AL rODFS
ORD N~NCES ~ND REQJ REMFN1S
25 AI L YORK S} Ai BE PFKFOK viED AND F N SHED N A VORK vlANL KE I.ANNER TO
r:m'l1PLE1E SATlSF;\CT rN OF THE ARn.tITEr.T/FNC; NEER N Ar:r:ORDANr:E :v TH
T -lE BEST KEr:OGN lED TRADE PR,\r:11r.ES
?6 DE\/l~110NS TO THFSE PL\NS AND SrFr: F\f:AT ONS VTHOUT rONSENT OF n E ENG NEER
lAY BE C~USE FOR T -lE 'VORK TO GE N~rr:EPTABLE DEV ATiONS Sf ALL REr:EIVF
VRITlFN ~'pP,<OVAL FRO oA TiE FN(; NEER
? 7 SIGNS B FFER 'V~I LS & FENr:ES ARE SJBJECT TO SFPAP.ATE SJBMITTAL(S) AND
PFKv1ITTNG DEVIATIONS SHALL REr:EIVE 'IR TlEN APPROVAL FRrM THE ENG NEE.R
11 II ..--
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DEMOLl nON NO rES
t~fJ.a:t9
DEMOLlflON OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PRO,JECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, G;\S LINES,
TREES, SHRUBS, ETC.) AND is
NOT LIMITED TO WHAT'S SHOWN.
REMOVE:
1
CONCRETE
1
ASF'H, & BASE
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NOOD DECKiNG
REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
REMOVE ASPHALT AND BASE.
REMOVE EXiSTING STRUCTURE AND FOOTING.
REMOVE EXiSTING WALL,
REMOVE EX. WOOD DECK, SWIMMING POOL, PLANTER,
CONC. PATIO AND SHUFFLE BOARD COURT.
REMOVE CURBING TO THE NEAREST EXPANSION ,JOINT.
REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
REMOVE MOTEL SIGN.
REMOVE STAIRS AND WALKWAY.
10 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, 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.
11 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCflON DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APpr~OVED BY F.D,E,P" AND
PINELLAS COUNTY.
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1. EACH INDIVIDUAL UNIT WILL HAVE A ROLL-OUT
GARBAGE CAN TO BE HOUSED WITHIN GARAGE
SPACES. EACH CAN WILL BE ROLLED OUT
TO CURB ON SANITATION PICK-UP DAYS.
2. ALL EXfERIOR SITE LIGHTING WILL CONSIST
OF INDIVIDUAL ATfACHED )'COACH TYPE)' LIGHT FIXTURES FOR
EACH UNIT PLACED ON THE BLDG. WITH NO
SPILLAGE TO NEIGHBOr~s.
.3. NO SIGNAGE PROPOSED ON SITE.
4. 12 PAr~KING SPACES ON SITE ( TWO WITHIN EACH GARAGE).
5. 6)' VERflCAL CURBING WILL BE INSTALLED
DIRECTLY AD,JACENT TO OUTSIDE OF PAVED
VEHICULAR AREAS ON SITE.
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-'" ;J ;J ':I .\1 " A ..I ,JI .:1 '! A ..I .J ':I .:I ..IJIl ~ ': I~ .:I A ,:;J ". J A ;.I iit .J .:,s >21 A ';J ':I .Jl .2...1 '.iII SJI ,:II ':I ':I :JI ;J :;J :.11 JI ;J;J ;J ':I ,:11,1':1 ;J ;11 ;J ':I ;J:II ell :JI ;J .J :;J! ;J iil :AI A A ;J .J ';~ ;J ct 'I ':I 211,1 A ':I A .J ':I 'eI "I ;J ;.,II ...I ;'1 ':I '51 A 'cJ 31 ,iI ;:1 .'" ill ;J A ~. ;J ':I ':1;11 :.1 i'J A fj 1Il 'JII :!S ;Jil;J ';"-{JI,\,:a,.. 'ii :Ii :AI loA :'.1 ..:1 ::Jl
I...... .-/'~ r-- ;' r- '--.....,-- \I ("'" "
,.,~ ._ \, "--- ~ '\ /.1
~:?>t-!l - L-/.. U .. -NEW
/:' : rr;;,
I-i' T&V
17'
85'
21'
~1"
l' /0
_ _- ~-,i
20'
C B = S 7 7 0 2 0 14 6 II F ( P) S 7 0 2 7 112 II E ( C )
R=5000 OO/A=1?2,96/CHD,1-22,95/(P) 123,09/(C)
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;{:}'Ji~i'JII~:
No. Dote
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..61 / /
LJ / / 1
..61 /1
Z I
-Z -,
..6 / 1
..6~-1
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Description
~ !J~:j[rJ~fH)~'J;:JJJ~~tt~~. r
o ~~.~MUflWJ;~ al!J!J(WJ
o .;tJif3 H{IJ';WJi. !J1)'~IJ~tH~~H:)
i ,:~ ..i i
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----
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-=--
--==:
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-.....
----
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-------I
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--I r~
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-----"
,- ') I ~J) ~
d 0
'!..!J i.~ ~ -----
:---- -( ~
-/ ....
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-------I ~ -----"
lj) -------I ----- IJ
1./) i"'~ => ~
rJ rJ ~
!..!J ~ ~
-----I d '-
:---- ~ ~
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--I ~ .;?' -(
~ ~ ~
-=:-
--I !..!J -( ~
:---- ~ -(
=J -..... rJ ~
----
;-. \" I -----
I!J IJ
~1"'\I".I"~II)'
.~ '..J. ._~. -
I~ ,r-:
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tl)
I)
5
,....,.. .-,
nus DRAWING IS AN INSTR(J:,i."jT"9~'~W!C(NIO ,~i:t~J=ii:;lt.ii,*;n {tRt1'1;p TI-iE
ENGiNEE.R. AND S,W.l. NOr 8E' REPROQIJq.D1,~UD{jS'~4~~W.R~jr ,,"{'(/ f;J." NllllOlJT
TIlE CONSENT OF nIE.eJGINlU~.""" S:J:' '(~'~PKI<iI~''-'200frr'1'NOFPUBUSHED
J'" '/~~tl . ,,:':.~l':~ !,~ '( ~' ";'~4!;'-,: '1:~ ,''''' ;>r.'
. '-i'''''"'''''.'~'J"Jf;.' ~1':':>'J,.,~"r,. '
, '~t>.,F'" ,.,f", V....'',,' ~l ".
. k Jtf'":;..~ ~ ... ;,JI-f;: 1:~\:~'" '" 4!' ,. l' .,
, j,~.~ft~?~ ';.. :~(',;.i::"'l' '~{~ "1 ~l ?ftn? '
, _ iJI:!:'- ;t): ' (":~~. .....' ~ J ~, .... '4' 4'-" .
.. '5J~.._-_c,: ,I. " ,-,,\,?~,'/'~ .J< '"
"'\t.v'):... ,\....!1l jl."lo,;;.~ (j\..~ .~.~:;:'. j,..:'t c....t)f,f"'S~,:'<"
". I~~!-',' .\. 1;I:lH. .r1\,1).~~ ?llB1/,~(:ql;$,;).".fl;:.'
COPIEs:oil'it-liSE; P'~~:!)~1:-:.~(1 :<~:,~mv: UtfLESS
, c,,8Ps~~Cif~WIH~. !'f'~,;;t.1'llf'~I!,\ E~CIN[ER'S $EAL
<t.i",t',( ~:" ':!~A.:..",)ir/'':~,. ',,',1. ~ ~..
().----' 'J
J~).1 ..
RE, ENTiON BASIN
.l. '\"'- """''"''
TOP Of CANK ~
~---
~'.'
NON lRAfTIC GRATE
ELEV. 4,39
lOP OF SKiI,:MER ~
AT ELEV. 4.89
BOT. ELEV_ 3 89
"
..--...--.,-1 ROUGH GRi'DE GREASE SKII,:IAER ~1l
~,," , ~;TOR:~ Plf'E\S)
-" DIRECTED TO
~ """'" "'-, '""'""'
AT THE TOE OF SLOPE
~ J EROSION
" CONTROL
" OOlTCIol -.....
-- - ~~...--.-...--.~-->--...--.
CJffl~
3 CO~TRUCT OUTfAlL S1~CTURE AND DISC'V-RGE PIFE.
1 PlACE rnoSION 3t SILTATION CONTROL Sl1: SrlaT C 1.2
i-ND PU-NS_
2 EXCI.\ATE :\NO ROUGH GF>J\De: ~CN RHl-mION !),4SiN
'Nrrrl PIPES.
4 PLACE GREAGE SKlhll~[R.
5 PLACE EROSION CONTROl AT DISCfWlGE P;PE(S).
8" 1v',ASONRY OR""",-
APPROVED R.C, "-
F'REFN3
;:,~IE1~H(:N ;3'\:;.N I t~:L3:!JaA,N !.:~fALl <,)
N.T,S.
REi Et~TiON BASIN
mENCH '/lALL
(l'i!O\'IllE s;~u:~ IF 'lEQ'D)
EXCAVAl E
Ti':E:NCH
, FINE GRADE RUENTION DASIN PRIOR TO THENCH EXCI.VATION.
(;CI~F'ACT aANKS, ElERI~S TO 95n Of ,,,.AX DENSITY.
2 EXCAVATE Tf(ENCH FOR PU\CC~ENT Of THE UIIDlROlWN
AS REQUIRED.
3 vt:RJFY WATl.:R TABlE; 'IIELLPOINT OR PUMP GROUND WATER
If NEEDED TO ENSURE DRY TRE1<CH PRlOR TO PtACElAENT
Of UNDLHDF<AlN.'A CUf'( Of SOIl I~Yv<<T !:.AY _Of: ,'RO>'!IJI-J) F
ilEQUESn:D ~ SUl'PtDlD(:"~ INFUt~':!\'lON ClILy)
4 CONTACT N.E_S, FOR INSPECTION.
!: ~ OJ.. (2)
N_T_S.
RE1EI-HIOt~ BASII~
UNDERDRAlN CLEAN-OUT
./1If',1~",4" CO:~. COlLIR
FLUSH AT SIDE SLOPEr'-1 COMPACTED
rJ'FRCVED FILL
8?l~~I~.LT;\:~:.'~ .... _ ~2{rL~~~
F LTER r "[f CONNECT :\'O~8R1,NE
rj.BRIC - .' - -flLTER ( TO 6'PYC WAfER TIGHT
IAEOIVi.l (GEE U,S.!.)
- 6"i'VC
L IldPER'VIOUS . UNOEROlWN
:.'C~8RA'lE \30 l~ll)
t:L'!:.n':HAN (t.EA:~-{;.Jr
N.T.S.
6' UNDERDRAlN
INY. ELEV. 1.5
REi ENnOt~ 8ASI t~
r TOP OF
BiINK
I j 5" QPW::t!G ~ 4.\\l
~\Jil~~': ~;::'~
Q\6~~,p \pTTr.c~tl'~~~ I?'ZE.OIU.~~ (.~. 6' 6"<~'C
rYP) - (Sa: Sf'E(,'S- .... - r .
"HT C1 2) 6 UNOERDlWN
- ~LTi?c' ~ " I (Slt: SPECS)
'N1'PLRI.D8IUTY COlF. L IMPERVIOUS MC,iBRI-NE (30 !~IL)
Of 0.20 Cld/SEC AT AlL SIDES EXCEPT At OPENING.
([Xl 1M 1'UL1: ..c.illR':.t: AlL SEiJ.4S i~UST G'1,: WEWED
AT r:fS Gl"':{:~) '/IATlR TIGHT PER :~o\NUrACTURlR'S
RECOI.~MENOATION.
NOTE:
NEITHER i57 ROCK IIDR FILTER :"UHA SHALL llE (;o1~f'RISEO
Of L~~ESTONE. U:,lrnoCK OR OTlflR CAlCIUI~ Cf\ROONATE
AGGREGATE_ \~-U: SPECIFICATIONS SHEET C 1.2)
CcJ:uHrJL =3 fHIJGflJHE
N.T.S.
C!:. OL (:3)
N.T.S.
C,O. flUSH ./SIOE SLOPE
/';.('h/';/';./)(':/';-/'
6"
souo
f'VC
CONNECT 6""yc
LID 10 CO~Rot
~~'t;)lX~~\i~Fif8~~s (30 I~IL)
13 _~8,--'Ci~'.1~ $'(:31;:,M ~":Ot~ I i:liC) OJ.$J)
~ns.
I L,,3"~~:~~/;~~" _I
~~JXlXJf~~
~ ~~~: <.~~~I~~ ~f
2 k&t<~j~;~
k~~~~~~~
18 SPACES
'>3/16"x2" F"ax:,S'","
1 9 BARS
i} 1/",",6" F8x401('"
STRAIGHT: 2"x3/15"
REJICULlNE: 1 1/4"x3/16"
mOT INDEX #232
18" RCP
INY. ELEV. 1.S
aLc)'NOff O~r;\IL
r"(:J[r;:-\L f(:~;:: H'{O:?~\~~r :j!:::rrlNG
N,T.S.
N.T.S.
Box
..-.-- Fire Hydrant Assembly
(Typ.)
~
~~~
~
PI'Jg/
No. 4-03
\Voter Main
Restainer
Per Detail
,~ .......6
r-' -'i>.,d-. Q> I~O'\'E; 'n\n~$ .Jf1{y If
0(0~ . ",,:~ll;" \.p"\" s T......t':lfti~ ~Je $L~ r-eql.lLe..
,<o~ ~"'~~*".... ..//'
(}-Y,r'" ~../I
',\ ,<,>7 ..r
A L~_ A 80ck of Curb
I %- Non- ;s~lc> :!urfo<A llt'~ull &-
Ir~<:Ilts. :r..;e tiQte 8.
0<:.-
- ~
0J
o
o
0J
PLAN VIEW
Ol
':J"
o
..-<
B
Lr
cD
1S" !vlin.
24-" Max.
Distance Varies
~.
Eclipse No. 85-8 ~ JITJI
Blo'N-Off Assy.
including Lockable
Cost iron Box
~2" Bross
l I !v1ech. Joint Valve
fl A,
-l~~i~l~~
~. ,r-- ,'r f j
r: t. P' /. I II J "'- Restraining Joint (Typ.)
~onnec ,ng iece 'II ,n,e9ra Y
cast !v1ech. Joint Gland on
one End-D,I. Rotatable Mech.
Joint Gland on Other End.
2" Bross
j
)
10
- / ~90'
Bend
~
~
~
CITY OF CLEAP.WATER, flORIDA
ENGiNEERING DEPARTMENT
'~'v.D."" "'c CWOF-"- 0171~ 9'
C!fECKfD EN L"t..." r ~".XX ','to.
DETAiL 404
1~'
:><r;:
'~-":';"I';lCM
....., ,~,ri.Ho-/ED \J(
G_C.H.
NOTES:
1. All Fire Hydrants to have 5 1/4" Valve Seat.
2. See Index # 407 for Jock & Bore Details.
I!!Y,
Remove Cu,'b If Existin
Exist Cone Drive
I I.ax Sk,pe ~!:_Jl" l ~~~ 1"~ I"ax Slope
I ,._-:.~ -~ t-,~ .-,- '.
4"/ " . ;;;':, .....~ :. - " '~'/2" Exp. Joint
1 2 Exp. Jo,nt/ ,6"
TYPICAL DRIVEWAY CROSS SECTION
4 "
[ Cleono'Jt Plug
'~~fW~. "",<.' ~r<f"""
Cowete PO~. ]D' ~.,~
Thick x 1'-6" Sq.
g~
.J:: ()
,5 ~'o
.1:.1: a.
~N~
6" or a"- 1/S
Plug
(See Note)
Romove to an
even joint or sa'Ncut
It
14' !.fin Residential StreeJ11' City R/Nd
I 5' !.in Arterl'JI Street 2' County R/"'I
1 /4" I'er foot
-1 ~:-:--~-..:~r----
3000 psi Cune "," Thick. Constr,
6" Thick ot Drive'No~ with
6x6 1110 Welded 'Hire iJ.esh.
See Note 7.
Sewer Moin
u
Q)
Cl
o
CD
~
Cll
Remove Sock of Curb on State or Vertical C'~rbs ,.,ith a veriical Sc.., cut
or Remove entire Curb and Replo<;e uS Par-t of Sid~'Nolk Rump.
oU
CD
..-<
i.odified ond Volley Gutter Cur'bs
join exist bock of curb
12" .-/'. Te.x. tur.-ed Su,fa<;e
1" c:=-- I.ox Slol'e ~ _ " ,
,
I,~~_-E[
: :"""'. . Back of Cu,'b
Dl
3:
U
:n
SEe TION A- A
....J
.--<
~
I-
W
Cl
..---
Ol
"l"
ru
o
..---
0J
o
o
0J
..---
:n
--'
u
Q)
~
Cl
:;::-
en
Dl
~
NO rtS:
1. Pro\~Je Tooii!d .klrlts At Ol:Jt(Jn<.~s ':.4ukhiog -n-Ie ~Vl<.H.h.
Al~o P1<X..e E....p<,Jh~il.1t\ Joird:.a At Or:....<.lt'Clftt.
2. If SUfTIO Ph)11KOI Ol-~truct;on Ex;:$ts 'l."k:h PI e....':lIls
n-le Placlng Of Si~*o:k$ A$ She-.n_. C\Jntoc1 n,e
Cr'1'~ihl'.,rin9 Otvtsion For A.I{~rnQto Locution.
3. Wooden And Ott,~ SPQI..~" 'Mil t~ot Go r.",.mii::~~d
In Skkw<.llts 0.. Drh'(..",c)'$.
.... No C01:Jtinys Of Any Kind 'NiU !Je r~miUed On CQn-..:<ete SicJ(,-uu1k.s Or
Dr.~(,*ajS 'ItHhiJut Svecific AI'VfOltol Of ale Clty En'...i!!'::d.
5. /1J1 Conctute StIOU Co 3000 psi ;v'in. .~ 28 Da,s.
6. Conc, cte SurfQ<'o to lie U9ht Broom Finbh.
7. C"",,,.,. D,f',c<<ay Co".l.rw\l.Jn 'mall t,e 5- i!1ic!< << 6.6/10xl0 'N:N.r..
50
n:J
Cl
..---
n'
SECTION B-B
CLEANOlJT DETAIL
8. Row,,_ ShuU Ha..e 0 To(,;Uie SUrfQLe. T6Xtul ~d to a
O<..1Jth ~~ot Exc:.;."dlrH; 1/8- by u{;e of T<Jmp or rul:ar
in COnfOffn$K$'Hith ~(.1qUil ,jfTl~Il{. of l-""DOT
ROQ~"cy U/ld Tratfle Ottsi'Jn St'Jfld:.Jtus., Det<J:R 304
0.. lvf(,;~t F:~d.,nt Modiflcutlu"s.
N.T.S.
l==1
2~1
,~
i~'~
J...i.:.ed.'I4:"
CITY Of CLEARWATER. FLORIDA
ENGINEERING DEPARTMENT
i"1:6:'j~ llY TYPICAL SIDEWALK , "^9~
C.EC1(fJ) "" CONSTRUCTlON AND ''C/O( ,..,.
'"ll T,C_J. RA:~P DETAIL le9
'H I""f.~~if. "" Is 3
,<C;.
1','",:';;:\.:4 CtJrl) cut
:>-..J:',;j'~'ltON
:iI'J'[
NOTE:
'~rt:
ONLY AF'PROVED
Kennedy C'Jordion No. K-alA
Muller Centurion No. A- 423
U.S. Pipe Metropolitan
.S
~
l
I /valve Box
':::\'~'-'-rl.. '......"". -;'7~
.> i'"
!
i
I
~;)
I
N
Toppin'] Sleeve & Valve
By City, Fee by
Owner or Contractor
water Main
~~";'i:J'n;~
CITY Of ClEAR''vATER. FLORIDA
ENCINEERiNG DEPARTMENT
""ifv.'b.'" TYPICAL HYDRANT 05"~ 9
C-lfCK'" ilY SElTlNG ,<DEl< :<0.
TAPPING SLEEVE &: VALVE 402
,.'P. .I,f, "0...0 fJ1 BY CITY 4 0( 4
N
........
LI-g 5/a"-1
~///~
-r
I'
10 5/8"
9 7/S"
i
a"
13 1/2"
CLEANOUT PLUG DETAIL
N.T.S.
Cleonout plug to be
U.S. FOI..Jndry 7621
or equol.
CITY OF CLEfIF'.WATER, FLORIDA
ENGiNEERING DEPARTMENT
~:Y,1ON
~~';'.I,14 fN
A
C;E.(;KEJ) BY
'N.J.S_
'",IlP. .:C~i'rts. B"l'
ST N'WARD
CLEAN OUT
(Sonitory)
~
~~
, I 07 9"
:~:",'>Q(' ,~
304
1 ~1
U.S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
IRON BODY FERRULE
VVITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6" PVC
8" MIN. CONC.
~ ENCASEMENT
~..,
6" PVC 1/12 BEND
TYPICAL
pve \VYE
6" \VYE
=i~
PLUG
f~
:3:\~1I r :\aY :3;:::'j'J~~~
CL~:\N~c)IJr OEr:\IL
N.T.S.
6"x4" REDUCER
(iF REQUIRED)
2-1 /Z"xZ-l /Z'x 1 /Z"
ANGLE "
. \~ r"'"x3/8"~
~~ ANCHOR S11JD
~
GRATE FRiME ../S11JD. STill
FRlME '/(/2 N-lCHOR STUDS
PER SIDE - EQUAL CENTERS.
GALVANIZE AfTER r/illRICATION
lS'~
C
M ~:a:a
:3 rAt!) AfD !::;: O!..
NOTE:
ALUMINUM BARS (i} 6" O.C.
CAST IRON RETICULlNE
GRATE, TRAfFIC TYPE
(H-20 LOADING) 'N/2 SIDED
GRATE SEAT
8" CONe. WlIl.L
4-000 PSI @
28 DAYS
#4 ~ (~12" O.C.E.N.
J I
j f'I"fTrr. j"""""""';""
';::: j 2" ANCHOR
~ 1, SEe. FOOT INDEX 201 I
~ j I FOR EYE BOLT A'lD
> I CHAJN
J I FDOT "C" 2'-:0" x 3'-1" f-
ro ~.-.-.-.-.-.-.~
TOP VIEW
t2~----
," '--'--~:::r-
<,.:,.:,s~.:" ,>~~
<~~.... '.. .4:1
----~~~~
SADDLE~- '~.
',6, 10,10 W,";. 8A:~ '~:Sl
CONCRETE
NOTE;
1, CUT PIPE FLUSH
'./INSDE FACE OF
WALL
2. I.ORTAR 80nO!~ TO
I~ATCH INVERT Of
OU1TALL PiflE.
SIDE VIEW
INL~r O~rAIL
N_T.S,
MI n:H;'::O ;.::NO 3;::GnON OEr:\lL
N.T.S.
Fini~h To Exi~ting Sutiace With
PC III Asphaitic Concrete
NOTES
Original Paving
Base
..,0
.~
Compacted 80se - Thickn<i>ss of Original + 2"
Minimum Thickness 8"
12"
Cornpoded
Backfill
- Undisturbed T,-ench Side
1 Tren<;h bockfi!:ed in 9" cClmpacted
layers, Density taken every 300 ft.
2 Base may be repk~<;ed 'Nith k'phaltie
Concrete ,.,ith prior upproval Clf
City Engineer.
3 On IClngitudin<l1 installation ,-equiring
resutiacing f.J11 width uf pavernent.
finish DrJse to match existing pavement
surfa<;e and prirne. Then ,-esUlface as
directed by the City Engineer.
!~(V,
t.r.AfE
1 OF ,
GRADE
: ~~''z~~~~v~~y~.<<..~~
'0 ~ WATER MAiN OR
'" ;E STORM DRAIN----.......
q
I
1S" MIN. VERllCAL CLEARANCE
I
G)
GRADE
-v o/~~~-\~~~~y~~y~
: :i 10' ~- 10' i
~ ~ WATER 1,I.AlN OR - ~.
'STO""~ nRAIN D.I.P. is USED iN PLACE OF P.V.C.
1',. l.J FOR A !-AIN. OF 10' EACH WAY
_ +- FROI-A (t OF WATER Iv'AIN WHEN
J THE VERTICAL CLEARANCE BEn"IEEN
-r WATER & SEViER lioAlNS IS 18" OR LESS.
18" OR 1t10r VERTICAL CL I
~-
P.V.C. OR V.C.P. NOTE
SAN. SEWER GPAVITY lioAiN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVliY
MAiN IS NOT PERMITTED.
GRADE
>:y~~~'~~~-9
~o ~
Iy WATER MAiN r0 2
-E~T
ill 10' MIN. I$-
HORIZONTAL CLEARANCE 'r(
STORM SEWER -r ~ -
OR SAN. SEWER ~~
GRAVITY MAIN
VERTICAL CLEAr~ANCE
Hor~IZONTAL CLEARANCE
'J'I:\-(;::i~ ~'II:\IN ~~ :J:\~II.r:\i~'{
S~'j'J;::i~ CL~:\iC\NC;::S
N.T.S.
MEDIUM BROOM
FINISH CONe. WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LEVEL 2' LEVEL
L.SHOULDER_t. VARIES (SEE PLAN) -i .SHOULDER-J
I . ~_OD~OPE 1/ 4;'4,:ER FOOT I r SOD I
~
COMPACTED FILL OR
UNDISTURBED SOIL
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4"
CONTROL ,JOINTS
@ 4'0.C., 5' o.e.,
8' O.c., OR 12' O,C,
& 1/2" BITUMINOUS
EXPANSION JOINTS
@ 40' O.C. FOR -4'
SIDEWALKS, 50' O.C.
FOR 51 OR GREATER.
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No. Dote Descri tion
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THIS DRP,WING IS fiN INSTRUI'~Nl'oF"\ir<<a'i'(Y~"i'~. 1~.AiN Tl;IE PROPERTY OF THE
ENGINEER, AND SHALL NOT ElE RLF'JNq!;Je;f'D,( _(t r.. ,SED\ IN iffl WAY WITIiOUT
THE CONSENT OF TilE ENGINEER..~~>l'...,i>, "'f'i'-OOl '..NOT PUBLISHED
,i" '0,,;' ~ '~' -, ,,'w - '~,- .,' I , \ .,...."_
, -' , f ,.~: 1'" ., "~,>! ;,
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,.:' :~X,,;1'" /'lV~,' ~ 1 t f
; COPIES"OP/! rrig~ 'PuNS' l-Rt':: No..T.\IALlD . WNlESS
~!180SSEQWlr'Jf~. ~~~I~.~,~'lt8~j~~E~;iT;H~!;.;
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C;ENERAL IRRIGATIC)N NC)-rES
...~ C~ ...~ C..
'lI 0 0 0 0
~ ~C3 ~03
ON'" ~
(3 C3 N
o
I, Rer;>alr or,nstall a new automatic Irrigation systeM to prOV',cJe 100% coverage of all landscape areas,
2 5~rub nsers shall only be I~sed Ir hedges or r1'1ass piantings, R,se:-s srall not extend r"lore than 2" above the
Installed height of t~e plant, All riSerS sha!1 be schedule 40 pipe, raded black, In no case shall shrub r'sers be
Installed adjacent to Nakways, drrveNays or other areas where they nay be daMaged,
3, All heads nstalled In ~Iantlng areas along ..vals, drives and :::,arkngots s~al De 12" pop-up fixed spray
reads, A:I heads shall be Instal'edNlth the top of the spray body flushNlth .,nls'1 gr,3de, All groundcover areas
s1ail be irrigated,'Ah 12" pOp-I_:::' fixed spray heads and exter,s,or'JS as requ,red,
4, All sodded areas srall be ,mgated vVlth 4" ~Op-Ijp spray heads or pop-'up gear orven heads unless
otherA!ISe spec,.,ed,
5, Ppe,ialves rd other irrigation equ'p'l1ent rnay be shown ,~ dr!ves, walks or bUl'dlngs for clar'ty o"":y, Install
al valves and other equll?lnent In landscape beds for best access,blity and concealment,
G, Valves shall be Installed In a l1anlfoid wtnln a valve box of suff'Cle~t size to service all valves Within the box,
Valve box shall be free frol1 any debriS whch may cover valves, Provide a 3' de~t1 gravel sump at the bottom of
the valve pit,
7, Alllrrgatlon equipment and Installation techrlques s'1a:1 meet federal, state and local codes, regulations and
ordinances,
8, A:I gear driven heeds and a,1 heads along.valks, cl;rbs, drives and parbng areas sha!I be Installed on flexble
po~yethylene sWing JOint:;,
9, Gear driven heads ancJ fixed spray heads shall be Installed o~ separate zonesvvhere poss,b:e, Precpltatlon
rates and head type should be compat,ble wlthn each zone,
10, Gear driven heads shal110t be installed In shrub areas or be Installed on nsers..vhere possible,
I I, Controller s1all be mounted as shown on plan
I 2, Ail sleeves shall be scredule 40 p'Pe,nstal:ed a minlrl1l,;n1 of 14" be:ow gr3de, S~ee'ves shall be used only
to Instal, !aterallrrlgator lines throug1, Sleeves shall not be Jsed as a method to convey water through the
system,
13, Adjust all heads to provide l11aXll11lJr;1 coverage and eHIClency and nnll11lZe overthro,4;, Irrigation he3ds shall
not spray over walks, drives or any other non-Irrigated areas,
14, EqulplT'e'1t s'1a:1 be rnan'ufactured by, ''T oro", "R,a,nb,rd" or "Hunter" or as otherWise stated on the plans.
I 5, Contractor shall f,eld verify water source to deliver the prMer pressure, pou1ds per square 'nen (PSI) and
.vater flow, gallons ::;,er minute (GPM) as reqUired by t'1e mgation systelr" Notify the Landscape Areh,tect If there
15 any discrepancy,
I G. All permits reqUired for Installation shall be prOVided by the contractor,
17, Refer to the Lardscape Plans when locating all'rrlgaton equlpt~,ent, AI:ow ample rOOI11 near Irrigation
equipment for the proper Installation of trees, shrubs and other work shown on draWings to be Installed.
18, All wires shall be Irsta;led Ii1 wire sleeves,
I 9, Contractor shall be responsible for all ,tell1S on the plan and irrigation specification,
20, Contractor shall instruct the O,A,iner on the full 0~erat,01 and t'1a'ntenance of the Irr:gatlon system,
2 I, Contractor shall be responsible for all final repaws or adj'Jstmerts to prOVide proper coverage to all
landscape areas,
22, All questions regarding Irrigator speoflcatons shall be directed to the Landscape Architect at (727)
787-2840.
o
NEW EJOA T
192.8 S,F. DOCkS
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PIPE SIZING CHf\.RT
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0.5 GP'';!
'/2' pve PiF'E
G- I C GP\I 3/4" Pile PiP:
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_8-IRRIGATION SPRAY r1EAD DETAIL
, '-, 5 GPrv ~" '"'ve P'PE
1(;-25 GPM ! 114' P'/e P!'E
2(;- 35 GP';i :' '2' p'le P"f
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3;-50 GP'';! 2' Fve PIF'E
50+ GF'~,;I 2 1/2' pve PI 'E
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IRRIGATION LEGEND
LOT
BLO(~k
5Y:Tbol
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o I 0'10
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Specd c,,:'o~
Taro 5 "'-.11d co, Fe:' Cre:e ':3cc'be-
To-a 5' R<ld'h HJ" C,-cle Bubbler
To-a 5' Rad'Jo, OJa:1:er C,rcie Bubbler
Taro 5 P"d'J5 Ce"~er 5'_rip Bubbler
Taro i 0' <'.JO'U5 Full C,rcle SprJyhead
T oro : a ",..ad JS "cree OJJr1:er C,-ce 5pray:lead
Toro : 0' R3d'J5 :1all Circle 5pray~ead
T ora ,0' R;Jd!Jo, O";Jrte- (.rc,e 5;rJyreJd
Taro i 5' R"d!J5 FJII C'cle 5?-aylcead
T ora i 5 R.adiU5 -hree OJa,-ter C'-c e 5pray:'ead
T ora i 5' R..adlJs Co all Circle 5pray'1ead
Tor.o i 5' R..ad!J5 O'".lrter Clrcie 5?rJyr,ead
C\j'l:-----
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ROADWA Y ~~!;\\IJy~LE POn
--~____~~_ 20' 20' / q,[C l\
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o -~ -______-------____
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- ~ --. /-..c::: / -
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LIV[
T ora E1d SLnp 5F'ray"e;d
T oro S,de SLr,p S:?"ayhead
T ora Center Stnp Sp"ayread
~:--'
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_(7KRIGATlON GEAR DRIVEN ~1EAD DETAI!:._
OAk
11unter F JI Clrc:e Gear Dr ve1 ~ead G CPIv'
w
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11ur'te' AdJu"t;lbie ;;-"ld lS Ge;Jr Dr'ven 11e;;d 3 GP';i
11Jr'ter AdJ/FJII <'.ad l5 Gear Dr'ven r1ead - Altecr"~.e
Gate Valve
f3AC
/------- r~ I ~_J k !'L 0 W
t VENTER
C-~"""" Oode
~UJl.2L.lli!ill.ll...J.1j:UJJ.,..i-L.U
12clt",um d":~': ~~ ',,'" ",,,., "e."
L .;~ ;'.stJ!1 S:U"".S .o'oer JII pJ'.ed J' e.~
(~ L,teeal lo,-,e 'or,e;
E :,~t.."l s:,ee',e5 u'\der _11 r.a',~d ;'1 ~..~
; -" r\Aal~llr,.e p'p'r'~ (",d'~dJ~ 40 ~~VC;
(: R"roore concrol "'.,,, '",,,e5 to be '"st.lled under ",,,,,I'r,e
S~':v'~ :O......J ""r,~ dt 8' "':.G"VJ:~ i'V'ch \'l.Jtcp"'oof
:Jpe ,'r~Pge.j 4 t ....'e5 3..a'"....d P'P~ Jt e.Jch IOc.:.lt on
'vv:.j:p;.... 50~..Jr_., Pf'rl:w"'v"r:i \.I/~~ ~r t r1r1'
vel 11:( ~Ource IO{.~.:J~lc;n
""'''''0'" delr
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Lcw volUMe u~der'3round dr p '.r''3.Jt,on
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--------Lf/J;frr_ ~A VEMENr
----------9! _: W A 'y
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----.
Electr:c Recr,ote Contrel Scr Jbber
Valve - 2"
To-a Sol,d State Dual Pro~racr Cor'-,ol:~r
---====--------
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ROAI)~ I 1'R/lp\r
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Cass I GO P.v,c, Lateral ~,'e (r~ax. flo\'I 5 ket/:,u.)
';ia'1 L're - 5C-1. 4C ! 5" PVC p'pe
("ax 'low S 'eet/sec.)
n IRRIGATION PIPE DEPTH DETAIL
-V
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Lf\NDSCf\PEi
. 1\ H. C II I TEe T S :
1666 Laney Drive
Palm HaIbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
E
Landscape Architecture
Site Planning
Construction Management
:(F- JOB NO, 22~M
[- I :St~EI
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Scale I"
I OI_C)"
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(;E~jERAL LANDS(~APE NC)-rES
o
I . All plant materials shall be Florida II I or better and Instal.ied to highest '1ursery sta'1dards. Plants shall be
ilea:t~y, free of pest and disease.
2, A:I plants shall be container growr except as noted on plan.
3, Ail palr"1s and trees shall have straight trunks with no tWists, lnottlng or other defective characteristics.
4, Mu:ch shali be 100% Pine Bark, Installed to a 111lnllT1um thlclness of 211.
5. Sod shall be 95% weed free St. Augustine IIF10ratamll, Installed with tight JOints.
b. A,I d,rr,e:"s,o'1s shall be fie:d c~ecked by the Landscape Contractor prior to const~uct<on with any
dscrepancles reoorted to the La'1dscape Architect.
7. All materials s1all be as speCified on the plans, If materials, labor or installation techniques do not adhere
to the speoflcat,ons, t1ey w[11 be rejected by the Landscape Archtect With speCified il1atenals and Installation
camed out by the Landscape Contractor at no additional cost.
8. No substitutions of materals or changes to the drawings or speCifications shall be made.
9. All reqUired permits are to be prOVided by the Installing contractor unless speCifically stated otherWise In
the speCifications,
10, Contractor Ide'ltlkation signs shall not be allowed on the project.
I I. Contractor shall be respons,ble for all Iter1S as shown or descn':led on thiS plan and speCifications.
I 2. All proposed landscape and sod areas conta,nlng tud or weeds shall be treated Nlth "Round-lip' per
'l1anufacturer's speclkatlons,
I 3, Landscape Contracto~ shall prOVide all necessary s,te preparation requ,red to ready the site for planting as
speCified.
14, The lardscape Contrc.ctor shall warra'lty and guara"tee all mater'als and labor for a perrod of 90 days for
s'nrlibs and groundcove", palms and trees. Warranty and guarantee perrod shall begin upon date of completion.
I 5. A:I repa,rs anu/or replacements sha'.1 ':Ie trade by the Landscape Contractor w,th,n 10 working days upon
notlflcat'on oT any dekenc,es by the owner or thel" representative,
lb. A,I questlor"iS regarding the Landscape Plans and SpeClflcat:ons shall be directed to the Landscape
Arch,tect at (727) 787-2840.
NFIA/
-~vv BOAT
192 8 " DOCkS
. S.F. '
o
4
o
CLl~I\R W '
lTl\ R 136kfJm
o
o
Bougainvillea
3 gal" 24" ht, x 24" spr,
2
12
G
Var. Shell GlnCjer
7 gal., 30" ht, x 30" spr.
FER-rl LI7ATIC)~j
2
Washlngton1a Palm
C.t, as noted on pian
All trees ard shrubs s~a,1 b~ fertil'zed With "Agnform" 20-15-5 planting tablets at time of plar'tlng and prior to
,nstallatlon of plant pit backfrll, Tablets s~all be placed uniformly around the ~oot ball at a dept'n that IS between
tr,e m:ddle and bottom of the root ball,
80
Dwarf Confederate .Jasmlne
I gal.,G"hLx 12"spr,
Seagrape
.3 gal" 48" ht, x 24" spr,
6 I \ /L-]'
'--. w . OD
F[-N .
C[
----------
7 ,5' ('ON
SF-- ./ C
, -A WALL ./.
I - 2 1 gram tablet
2 - 2 I gmn tablets
3 - 2 I gram tab:ets
4 - 2 i gram tablets
3 tablets per each 1/2" cal'per of trunk
Application Rate:
I Gallon Container:
3 Gallon Conta,ner:
5 Gallon Conta,ner:
7 Gallon Conta,ner:
Trees:
4,5
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~ Oleander
5 gal., 30" ht. x 30" spr,
Washingtonla Palm
Groundcover Areas
All groundcover areas shall receive fertil'zatlon ',.\1'th 'Oztnocote" tIIne release fertl/tzer per ma'1ufacturer's
sped'catrons,
-'-'-
I Washlngtonla Palm
c, t, as noted on pian
3 Washmc;jton1a Palm
J _
c,L as noted on plan
F Ix4 pt ~ad5
2x4 pt p05t
~LEx'skg grJde
4
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Set tr~e Plumb.-~~. ,\.\ I. (..
With te,p of '~-~~ _
rootball I 1/2" 0 -- .
above f,n'5h -
grade , . .0
- r::
Rubbe- ~05e- ---...;
# I 2 gaJge --y'
211, ~ulch -.... . '.s:. -I 2' le~gth red
3" Tree wef- p'asbc flag
F,n5h grade-l... , ,. . ., tdpe
2x4t - t-'ke {,~. '$:;:'<i::t:r::t... ..
p ? ~ - ~i .7:~""~~~(;.:: - EX'St'r1g "13ttve
Root ball '..':.. :"~:~:i:,~:~ soil
~:~':'~ SOl: ~"".!S:i"
3
7 7
C)
TREE PROTECTION DETAIL
14
'A "
I nd!an r1awthorn
3 gal., I G" ht. x-... I ( II
IN A T[! _
M CjA-
V ------ -
IS I BIl I'T ---~
ROAni' Y TRlAN
VA Y TR Gl.)~ FO
-__________ 20' 20' .AFIqc R
.--..----..-- -----------------.
- ....---..--.- ---.~"--
- ----------------- -. ---..----.
.'------.------- -----.----
----...,- ------ ------..
~----
------
80
Dwarf Confederate Jasr'1llne
I gal" G" ht. x 12" spr,
Seagrape
.3 gal., 48" ht, x 24" spr,
50
, 5' c,t,
4
Washmgtonla Palm
I G" spr,
()
TREE PLANTING DETAIL
_______I 4 j 1 ndlan r1awthorn
. 3 gal., 'G" ht. x
-- Idl~~:Vk FL_ 0 W
- [NrE-R
GO j Lantana
------ I gal., I 0" ht. x
14" spr.
GO
Lantana
, gal., 10" ht. x
.30
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Plant ~;1aterlals Schedule
Code
ALS
BOU
CA
CU
LAC
LAM
NO
NOP
NOS
RI
SP
TJN
TJN
WR
ZFU
" ",'- .'.',. "
<;:, , ;;": r')..~1-":~. \,:,;:;,:.-t~.'::;
------.----..
~oot bal
f.Jat,ve soil
back'ill
--"--'-
,,36' ;\S
-- )0 (j, Pf/IIL T p __
15 ~67~~',5x 30'-5;~~ ------BiQHT _ A YEMEN
.......-..,
------
-- ------------------~=~-==~=---~~--- l) )
,--'----/--------- -== -=~~~::-===__=__=_-----___ t:) r .. /(lZ r;..-., ,
! ------- ~;~ ------------ --------- ---------
F}.f A ----------------___ ~-------______=___------____
- ..-------.---------_____ ------------------.--~ --- I " --,
. -- -.---- '-- -.----------- ::--------- ------ ----- - I - - 1./ 1~--... '1'-
------------ --------- ---- ./ '-,
~.,,--~--- ----------------- --------- ..
~_.-'7--------..----- .___________------------____________
----'-- ----------------
-.------ ---------------
E- ----. ---------- ----
- X. 8 " ----------------------________ ----------======____________
W. ---->J _____________ ------------___
Botanical ~~ame
Alpln!J zerurnbet "vanegata"
BougainVillea spp,
Cnnum as!atlcum
Cocc%ba uVlfera
Common Name
Var. Shell Ginger
Bougainvillea
Cnnum Lily
Sea Grape
Yellow Lantana
i':;urple Lantana
Oleander
Dwarf Pink Oleander
Tree Form Oleander
Indian Hawthorn
Cabbage Palm
Dwarf Confederate Jasmine
Thryallls
Washlngtonla Palm
Cardboard Palm
SpeCification
7 gal., .3(}1 x 30"
3 gal., 24" x 24"
7 gal., 30" x 30"
3 gal., 48" x 24"
I gal., I 2" ht. x I 2" spr.
I gal., 12" ht. x 12" spr.
5 gal., 48" ht. x 24" spr.
.3 gal., 24" ht. x 24" spr.
7-8' ht. x 4' spr.
.3 gal., 18" ht, x /8" spr.
C.T. as noted on plan
I gal., G" ht. x /2" spr.
3 gal., 30" ht. x 30" spr,
C. T. as noted on plan
10 gal., 3G" ht, x 3G" spr.
C) SHRUB PLANflNG DETAIL
------.
------------
------------ ----------
---- ----------
-----------------~:=---
----
Lanatna camera
Lantana rnontevldensls
Nenum oleander
Nenurn oleander "dwarf plnkll
Nenum oleander standard
Raphlolepls IndiCJ
Sabal Palrnetto
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1666 Laney Drive
Palm Harbor, Florida 3.1683
Phone 727 787-2840
fax 727 785-4017
LMdscape Architecture
Site Planning
COIlsfluct1on Management
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N78001'32"W
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N7r 39'52"W
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1011 LEMON s-rREE-r ~As-r
TAR P 0 N S P F~ I N G S . F L 0 F~ I D A 3 4 G ~3 '-:J
OFFICF: 727-934-4333 FAX: 727-934-7G59
PROFESSIONAL SURVEYORS AND MAPPERS
1 BY:
;3 ? 0 G U L F VI ;-\ Y E3 0 U LEV An D I'J 0 r~ T H
CL~ AF~VI r-\T~r~, PINELLr-\S COUNTY, FLor~IDr-\
Lor '3
-'-
--'-------..
------.
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LB G'-:J23
LEGEND:
FCM =
FCIR =
FPIP =
PC =
PCP =
CB =
ORB =
PG =
PB =
(P) =
(M) =
(F) =
(R) =
(C) =
(D) =
FND =
FOUND CONCRETE MONUMENT
FOUND CAPPED IRON ROD
FOUND PINCHED IRON PIPE
POINT OF CURVATURE
PERMANENT CONTROL POINT
CHORD BEARING
OFFICIAL RECORDS BOOK
PAGE
PLAT BOOK
PLAT
MEASURED
FIELD
RADIAL
CALCULATED
DEED
FOUND
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 8. TOWNSHIP 29 SOUTH.
RANGE 15 EAST. PINELLAS COUNTY. FLORIDA. BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 9 AND 10. BLOCK vAu OF uBAYSIDE SUBDIVISION No. 5v.
ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT
BOOK 38. PAGES 38-39. OF THE PUBLIC RECORDS OF PINELLAS
COUNTY. FLOR IDA.
CONTAINING 0.335 ACRES MORE OR LESS.
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOTS 19
AND 20. BLOCK uAu. ACCORDING TO THE MAP OR PLAT THEREOF.
HAVING A BEARING OF NORTH 70018106u WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929
MEAN SEA LEVEL = 0.00.
3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 155. BRASS
DISK IN CONCRETE. ELEVATION = 4.981
4.THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY.
5. UNDERGROUND IMPROVEMENTS. IF ANY. NOT LOCATED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0007 D
FLOOD ZONE: ZONE AE (EL. 11 )
REVISED MAP DATE: AUGUST 19. 1991
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