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THE MOORINGS II
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CITY OF CLEARWATER
loNG RANGC PLANNING
DEVELOPMENl REvIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATFR, FWRlDA 33758-4748
MUNICIPAL SERVICCS BUILDING, 100 SOUIH MYR11E AVENUIc, C1 rAR\I:rATER, FLORIDA 33756
fELEPHONh (727) 562-4567 FAX (727) 562-4576
March 8, 2004
Mr Roland Rogers
Rogers Beach Development
POBox 676
Crystal Beach, FL 34681
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Mmor ReVISIOns to FLD2002-11 03 8/PL T2002-11002 - 674 Bayway Boulevard
Re
Dear Mr Rogers
On January 21, 2003, the CommunIty Development Board (CDB) approved wIth eIght
condItIons the above referenced case, which was a Flexible Development apphcatIOn to permit
attached dwellIngs wlthm the Tounst Dlstnct With a reductIOn of the front (south) setback from
15 feet to three feet (to pavement), reductIOns of the side (east) setback from 10 feet to five feet
(to pavement and bmldmg) and from 10 feet to two feet (to pool deck), reductIOns of the sIde
(west) setback from 10 feet to five feet (to pavement and bmldmg) and a reductIOn of the rear
(north) setback from 20 feet to zero feet (to pool deck), as part of a ComprehensIve lnfilI
Redevelopment ProJect, under the proVISIOns of SectIOn 2-803 C and PrelImmary Plat approval
for SIX lots
You have proposed to amend the pnor approvals, mcludmg the plans approved under bUIldmg
penmt #BCP2003-02085, for the followmg
Delete the open balcony on the second hvmg floor, mcludmg the spIral staIrcase from the
balcony to the roof deck, and replace WIth addlhonal floor area by enlargmg the master
bedroom by approxImately I 12 square feet The bay wmdow proposed for thIS second
hvmg floor wlll be Widened due to thIS changc
2 Elevator penthouses for the center four umts Will be elImmated Only one end umt WIll
actually have an elevator to the roof deck, WhlCh WIll be enlarged to accommodate a
relocated spIral staIrcase To VIsually balance the bUlldmg, a Similar (fake)
elevator/spIral stmrcase penthouse IS proposed on the other end of the bUIldmg
3 AIr condensmg UDltS have been relocated from a lower pedestal area above the front umt
entnes to the roof
In accordance WIth SectIOn 4-406 A of the Code, the reVISIOns proposed are deemed to be mmor
reVlSlons and are approved These mmor reVISIOns must be shown on the bUlldmg plans when
submlttmg for buIldmg permIts
BKJAN J AUNG~ I. 1vG\ YOR COMMI~SIONI [(
HoY[ H,\J',tll TON, VI(] l\1AYOR-COMMI~"'IONrK WHIlNL' GRiW, CO~!\t1"'''IONI K
FR.\NK HIIlBARD, COMW~SlONfR * Bill JON~ON, COljW\,IONI H
"FQUAI r"Ml'l OYMrNT AJ\D Al I IRMAl IVI ALl [ON E~lP[ OYFR"
Ft"'b 25 04 03:54p
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P.O. Box 676. Cty5tal Beach. Aorida 34681 .727-512-0468. n7-789-29f1l Fax. nrogersl6@ool.com
To Wayne Wells
City of Clearwater
Re Moonngs I
Moorings II
620 Bayway Blvd
674 Bayway Blvd
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From Rogers Beach Development
Date February 25,2004
We are requestmg the minor revisions to the plans by CaD for Moonngs I and Moonngs
II be approved.
Moonngs I and Moorings II are simIlar bwldmgs, the changes are reflectIve of both
bmldmgs
The followmg changes are requested.
. Second LIvmg floor- North elevation
Extenor spiral staircase ellmmated and Bayway added
(Attached floor plan reflects change)
. Elevator penthouse built on end units of each bUIldmg
(Attached floor plan reflects change)
. Roof hatch added to Master Bedroom closet for roof access
(Attached floor plan reflects change)
. AC condensing umts were relocated to roof
. ElectrIcal disconnect relocated to roof
. Rallmg to be installed at rooftop of two end uruts only
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CITY OF CLEARWATER
PUST Ol-HC~ Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SI:RVlCrS BUILDING, 100 SOUTll MYRTLE AVENUE, CI ~AJ{WATcR, FLORIDA 33756
TFr FPHONF (727) 562-4567 FAX (727) 562-4865
PrAJ'-lNING DFPARTMFNT
Mr Roland Rogers
POBox 676
Crystal Beach, FL 34681
January 28,2003
* S 4-8.... Y"<'\C"<)r ~\.{\OY\.
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RE: Development Order - Case FLD2002~ II 038/PL T2002-11002 - 674 Bayway Boulevard
Dear Mr Rogers'
ThIS letter constitutes a Development Order pursuant to SectIOn 4-206 D 6 of the Commumty
Development Code On January 21, 2003, the Commumty Development Board reVIewed your
Flexible Development applicatIon to permIt attached dwelhngs wlthm the Tounst Dlstnct wIth a
reductIOn of the front (south) setback from 15 feet to three feet (to pavement), reductions of the
side (east) setback from 10 feet to five feet (to pavement and bUlldmg) and from 10 feet to two
feet (to pool deck), reductions of the side (west) setback from 10 feet to five feet (to pavement
and bUlldmg) and a reductIOn of the rear (north) setback from 20 feet to zero feet (to pool deck),
as part of a Comprehensive Infill Redevelopment Project, under the provIsIOns of SectIOn 2-
803 C and PrelImmary Plat approval for SIX lots The Commumty Development Board (CDB)
APPROVED the applIcatIOn With the followmg bases and condItions
Bases for Approval
I The proposal complIes with the FleXIble Development cntena as a Comprehensive InfilI
Redevelopment Project per SectIOn 2~803 C.
2 Thc proposal IS m complIance WIth other standards In the Code mcIudmg the General
ApphcabIhty Cntena per SectIOn 3-913
3 The development IS compatible wlth the surroundIng area and will enhance other
redevelopment efforts
Conditions of Approval
1 That the final deSign and color of the bUlldmg be conSIstent WIth the conceptual elevatIOns
submitted to, or as modified by, the CDB,
2 That boats moored at the docks be for the exclusIve use by the rcsldcnts and/or guests of the
townhomes and not be permItted to be sub-leased separately from the townhomes,
3 That floatIng and dock-supported slgnage be permanently mstalled contaInmg wordmg
warnmg boaters of the eXistence of protected sea grasscs and manatees III the VICInIty,
BRIAN J AUNC,'lT, Mil YOR COMMISSIONI R
WHITNll' GRAY, VICL Iv1AYOR COMMIS~IONEK 1 [OYT HAMILTON, COMMISSIONER
FR~NK HIBB/WO, COMMISSIONER * Rill JONSON, COMMISSIONrR
"[QUAI EMf'1 OYMfNT AND Afn RMA IIVI ACTION EM PI OYr I{"
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January 28,2003
Rogers - Page Two
4 That covered boat hfts be prohIbIted (uncovered boat lIfts may be reviewed at an
adnurustratlve level provIded that all reqUIrements of SectIOn 3-601 are met),
5 That the NatIonal FIre ProtectIOn AssociatIon (NFP A) 303 standards for "mannas and
boatyards" be met to the satIsfactIOn of the FIfe Department pnor to the Issuance ofbUlldmg
permits,
6 That all Parks and RecreatIon fees be paid pnor to the Issuance of any bUIldmg permits,
7 That all applicable reqUIrements of Chapter 39 of the BUIldIng Code be met related to seawall
setbacks, and
8 That all storm water, water and sewer desIgn standards of the Engmeenng Department be met
poor to the Issuance of bUIlding permits
Pursuant to SectIOn 4-407, an applIcatIOn for a bUIldmg permIt shall be made wlthm one year of
FlexIb Ie Development approval (January 21, 2004) All reqUIred certificates of occupancy shall
be obtamed wIthm one year of the date of Issuance of the bUIldmg permIt Time frames do not
change With succeSSIve owners The Commumty Development Board may grant an extensIOn of
tIme for a penod not to exceed one year and only wIthm the ongmal penod of valIdity
The issuance of thiS Development Order does not relIeve you of the necessity to obtam any
bUlldmg 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 bong a copy of thIS letter With you when
applymg for any permIts or hcenses that reqUlre thIS poor development approval
AddItIonally, an appeal of a Level Two approval (Flexible Development) may be ImtIated
pursuant to SectIon 4-502 B by the apphcant or by any person granted party status wlthm 14 days
of the date of the CDB deCISIOn The filmg of an applIcatIOn/notice of appeal shall stay the effect
of the deCISIOn pendmg the final determmatIOn of the case. The appeal penod for your case
expIres on February 4,2003
If you have any questIons, please do not hesItate to call Wayne M Wells, Semor Planner, at 727-
562-4558 You can access zomng mformatIon for parcels wIthm the City through our webslte
www clearwater-fl corn
Very truly yours,
~t~
Cynthia Tarapanl, AlCP
Planrung Director
Cc Northslde Engmeenng ServIces, Inc
IIMS5clPDSIPlanmng Depar/men/le D BIFLEXllnac/lvc or Flnlsherl AppllcalJons\Bayway 674 The Moormgs fl- ApprovedlBayway 674
Development Order doc
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LOTS 19 AND 20, BLOCK "A" OF "BAYSIOE SUBDIVISION No, 5",
ACCOr~DING TO THE MAP OR PLAT THEREOF, AS HECORDED IN PLAT
BOOK .38, PAGES .38~.39, OF THE PUBLIC RECOr~DS OF PINELLAS
COU~HY, FLOHIDA.
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2,887 S.F.
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THE ABOVE DESCr~IBED PROPERTY APPEA[~S TO LIE WITHIN FLOOD
lONE AE (EL.11) PEI~ FLOOD INSU:~M~CE r~ATE MAP 125096 OOOl D
MAP REVISED: AUGUST 19, 1991
1,255 S.F.
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SURVEY INFor~MATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
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DATED: 10/21/02
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rrllS DRAWING IS !IN iNSTRI.)J,IEf::jT OF ,SERVICE AND SHAlL REMAiN rrlE F'ROPERTY OF THE
ENGINEER, AND SHALL Not pE RlPROpU(;ED. PUBUSHED OR USED IN ANY WAY WITHOUT
TIlE CONSENT OF TIlE qJCjNEE;R. 4 . .. . , (OCOPYRIGHT 2001 NOT PUBLISHED
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E!~BOSSEO W.lTH~He .SlGNING ENGINEER'S SEAL
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1 D...R NG r:ONST RUCTION SED MENT 5 TO REMAIN ON 5 T E TH E CONTRAr:TOR IS
RESPONSIBLE FOR THE NSTAUJ\.TlON OF EROSION AND SED MENT r:ONTROL DEVIr:ES
PR OR TO N TAT NG AND D JR NG ALL PHASES OF LAND CLEAR NG AND r:ONST RIj(~TION
TO PRE'vENT SO L EROSION AND S LTAT ON
5 ALL r:ONST RuniON DEBRIS AND OTHER VASTE MATER AL SHALL BE Dlc PO~ED OF
OFF-SITE IN ACCORDANCE VITH A.PPLlr:ABLE REGULATONS ONLY "GRAD NG BY
HAND S PER vilT1ED NTH N THE CANOPY NE OF TREES THAT ARE TO REMA N
6 THE CONTRAr:TOR S TO OBTA N ALL NEr:ESSARY PERMITS FOR REMOV NG ANY
EXIST NG STRUCTURES
2 T,F RFT ENTION AREAS SHALL BE RO JGH GRADED PR OR TO r:ONST RuniON VITH ALL
STORM WATFR DREr:TED TO T AFTER r:OMPLETON OF ALL WORK KPAOVF DEBRIS
AND S LTATION FROM THE BOTTOM OF THF RElENT ON BAS NAND F NE GRADE THE
F NAL SIX (6) Nr:HFS AND SOD CONTRAr:WR TO MA NTA N THE S DF SlOPE REQUIRED
AND SHOWN ON PLAN AND NOT FY ENG NEER FOR AN NSPEr:T ON i-'RIOR TO SODD NG
3 THE RETENTON AREAS AND OUTFALL CONTROl SlRJr:TURES S,ALL BE r:oNSTRUr:1ED
EARLY N THE CONS1RunON PERIOD TO M Tr:A1E ANY ADVERSE -YATER QUANTITY
N PARTS OFF S TE
4 AFTER r:OMPLETION OF THE PROvEn THE 0 \'NER VILL BF RESPONS BLE FOR THE
OPERATION AND 'viA Nl ENANr E OF THE STORMWAT ER F Ar:ILlT ES An ONS NCLUDF D
SHALL BE REGULAR MO V NG OF THE BOTTOM AND S DE SLnpES PLUS PER OD C
NSPEr:T ONS AND RE'viOVAL OF DEBRIS TRASH ETr: THAT MAY BLOCK THE
OPEN NGS N THF CON1ROL STRunURES
5 ALL DIST JRBED r:OND TONS SHALL BE RESTORED TO NATURAL r:OND TIONS OR BETT ER
6 ALL SIDE SLOPES OF RETENTION OR S -YALE AREAS SHALL BE STAB II lED BY VEGETATION
OR OTHER MATER ALS TO M N M ZE EROS ON A.ND PROTEn THE STOR'viVATER BASIN
7 T S THE r:ONTRAr:TOR S RESPONS B L TY TO NOT FY ALL JT L TY r:OMPAN ES TO
D Sr:ONNFCT OR REMOVE THE R FAC L1TIES PRIOR TO REMOV NG OR DEMOL SH NG
8 THE r:ONl RAr:TOR v LL BE RESPONS BLF FOR MAK NG A V SUAL NSPEt:T ON OF T,E
S lE AND "IlL BE RE~PONS BLE FOR THE DDviOLlTION AND REMOVAL OF ALL
JNDERGRO JND AND ABOVE GROUND ST RunURES THAT VILL NOT BE Nr:ORPORA TED
^I T, n E NFW FACILlT ES SHO JLD ANY DISr:REPANr: ES EX ST VITH THE PLANS
THE r:nNTRAt:TOR SHALL BE RESPONS BLE FOR CALLING T,E ONNER A.ND REQUEST NG
A r:LARIFICATION OF T,E PLANS PR OR TO DEMOLITION
9 DJRING r:ONSTRJCTION ALL STORM SE\vER NLETS N THE VIC N TY' OF THE
PROJEt:T SHALL BE PROTECTED BY SED MENT TRAPS SUCH AS cECURED HAY BALES
SOD STONE ETC WHICH SHALL BE MA NTA NED AND viOD F ED AS REQUIRED BY
CON~RJCTON PROGRESS
10 ALL EROS ON AND S LTAT ON CONTROL METHODS SHALL BE MP EMENT ED PRIOR TO
THE START OF r:ONSTRJt:TION AND MA NTA NED UNT L CONSTRUt:T ON S COMPLETE
11 VHEN CONSTRJCT ON IS COMPI ETED THE RE1ENTION/DETENT ON AREAS WILL BE
RESHAPED CLEANED OF S L T M JD AND DEBR SAND RE SODDED N A~~ORDANCE
TO THE PLANS
12 r:ONTRACTOR IS TO PROV DE EROS ON r:ONTROL/SED MENTAT ON BARR ER (HAY
BALES OR STATION CJRTAIN) TO PREVENT S LTATION OF ADJACENT PROPERTY
ST REETS STORM SE ^lERS WAT ER ^lAYS \ND EX ST NG :VETLANDS
NOTE REQUIRED EROS ON ~ON1ROL MEASURES viUST REMA N NTACT THROUG lOUT
CONSTRJCTION FAURE TO NSTALL OR PROPERLY viANTAN THESE BARRICADES WLL
RESJLT N ENFORr:EMENT At:T ON VHICH 'viAY NCLJDE f: TAT ONS AS PROV DED BY r: ,APT ERS
40D 4- & 40D 40 FAr; f:AN RES JLT N A PENALTY' NOT TO EXCF ED $10 000 PER
OFFENSF WITH EAr:H DATE DUR NG VHICH SUr:H VIOLATON Or:r:Jr<S r:ONSTT JTNG A
OFFENSE
viA NTENANr:E AND OPERATIONS NSPECT ONS FOR STORM VATER DISCHARGE FACIL TY
1 ALL SODDED AREAS S ,ALL BE MO VED AND MA NTA NF D PROPERLY
? UNDER NO C RCU viSTANr;ES SHALL THE RElENT ON AREA BE F LLED "11TH ANY OTHER
SUBSTANr;E THAN STORM VATER
3 S,ALE AREAS SHALL BF KEPT f:LEAN AND FREE OF ANY OBSTRUt:TONS
4- F DAMAGF TO THE SYSTEM DOES OCr:UR THE SYSTEvi SHALL BE REr:ONS1RJr;TED
N Ar:CORDAWE V TH THE APPROVED PLAN
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1 ALL ~A1ER MA NS SHA L HAVE A M N MUM OF 36 NCHES OF r:OVER
2 ALL VAT ER SYS1EM VORK SHALL r:ONFORM W TH 10r:AL RFGULATORY STANDAKDS AND
SPEr:IF r:ATIONS
3 ALL DUt:TILE RON P PE SHALL BE r:LASS 52 N \r:r:ORnANr;F V TH ANSI A 21 50
(A^I\VA r: 150) AND ANSI A 2131 (A'VWA r: 151) AND PPE SHALL REr:EIVE
EXl ER OR BITUM NOUS r:OA T NG N Ar:r:ORDANr:E :VITH ANSI A 21 6 1 21 8 OR A
21 51 AND SHALL BE MORTAR L NED STANDARD TH r:KNESS AND BITUM NO)S
SEALED N Acr;ORDANCE :VTH ANS A (AVNA C 104 71)
4 ALL F TT NGS LARGER THAN 2 SHALL BE DUt:T LE RON r:LASS 53 N Ar:r;ORDANr:E
VITH A YWA r;-110 VITH A PRESSURE RAT NG OF 350 PS JO NTS SHALL BE
MEr:HA.N r:AL JO NTS N ACr:ORDANCE I'VITH A V VA r: 111 FITT NGS SHALL BE
f:EMENT MORTAR L NED AND COAlED N Ar;CORDANr:E V TH A VNA r: 104
5 A L PVr: :\AT ER MAINS 4 THROUGH 12 SHALL BE N Ar:r:ORDANCE VITH A VIVA
r: 900 PIPE SHALL BE r:LASS 15FO \ND 'viEET THE REO JIREMENTS OF SDR 18 N
ACr:ORDANCE VITH ASTM D-2241
6 VATE.f~ 'v1AIN P P NG OF LESS THAN 4" SHALL BE PER <\ST'vi D?241 89
OPr=RATION & 'viA NTENANCE OF THE STORM "lATER SYSTEM
T,E 0 VNER SHALL PER OD r:ALL Y MON TOR THE STORMIVAT ER SYS1 EM (p PE CONVEYANCE
SYSTEM AND RFTENTION POND) FOR SII T AND SEDIMENTATON BJ LD JP THE P PE
r:ONVEYANCE SYS1EM SHALL BF FLUSHED AS DEUFD NFr:EscARY NO LESS THAN WvlCF A
YEAR ALL MATER AL SHt...LL BE COLLECTED DO :YNSTREAM AND REMOVED THE RETENTION
POND SHALL BE KF PT MO VED AND THE BOTTOM FREE OF DEBRIS F VAT ER STANDS N
THE POND 'v10RE T ,AN 48 HO..lRS THF OWNER SHAI L RAKF AND/OR SCAR FY THE POND
BOHOM AS DEEMED NECESSARY AND NO LESS T ,AN TYIr:E A YEAR TO RESTORE THE
PERr:OLATION r:HARAt:TERISTIr:S OF THE POND THE 0 :VNER V LL BE RESPONS B E TO MAKF
SURE THAT TO THE BEST OF HIS ABILITY NOTH NG ENTERS THE SYSTE'v1 BES DES
STORM V<\TER HAT CO JI D DET ERIORAT E THE F JNCT ON NG r:APAB LIT ES OF THE SYST E vi E
~ASOL NE 0 L GREASE CHE vilr:ALS ETr:
7 ALL FITT NGS 2 AND SMALLER SHALL BE Sr:HEDULE 40 PVC V TH SOLVENT VELD ED
S EEVE TYPF JO NTS
8 ALL CAl E VALVES? OR LARGER SHALL BE RESIL ENT SEAT OR RES L1ENT ^lEDGE
MEET NG THE REQ J REMENTS OF A ^I VA C509
9 ALL F RE HYDRANTS SHALL MEET THE REQU REMENTS OF A ^/NA r:502 AND SHALL BE
A.PPROVED BY THE LOr: AI UTILITY <\ND F RE 'viARSHALL
10 THF r:ONTRAr:TOR IS TO NSTA.LL T E'viPORARY BLO V-OF FS AT THE END OF VAT ER
SERVWE LATERALS TO ASSJRE ADEQUATE FLUSH NG AND D S NFEr:T ON
11 THRUST BLOCK NG SHALL BE PROVIDED AT ALL F TT NGS AND HYDRANTS AS SHO \'N
ON DETAI S
12 MATERALS AND r:ONSTRJt:TON 'viETIIODS FOR VATER DSTRBUTION SYSTEM SHALL
BE N ACr:ORDANr:E V TH THE LOr:AL REGJLATORY AGENCY r:ODES
THE POND UNDERDRAN SYSTEM SHA L BE NSPECTED ANNJAL Y AND KETROFIT1ED AND
FLUSHED SEM ANNUAU Y CLOGr:ED OR SPENT F LlER viATER AL SHALL BE DISPOSED OF N
ALL MANNERS AS :VTH THF HANDLNG OF HPZARDOUS VASTE THE SPENT FLlER MATERAL
SHALL BE DISPOSED OF N A PERM T1ED FAC L1TY'
EROSION AND S LTATION r:ONTROL NOTES
SED MENT TRAPP NG MEASURES SED MENT BAS NS AND TRAPS PER ME1ER BERMS
F LlER FENr:FS BERMS SED MENT BARR ERS \EGETATIVE BUFFERS AND OTHER
MEASURES NTENDED TO lRAP SED MENT AND/OR PREVENT THE TRANSPORT OF
SED MENT ONTO ADJ<\CENT PROPERT ES OR NTO EXIST NG -YATER BODIES MUST BE
NSTALLED r:ONS1RUCTFD OR N THE r:ASE OF VFGETATVF BJFFERS PROTEr:TFD
F RO'v1 D STURBANr:E AS A FIRST ST EP N TH E LAND All ERAT ON PROr:ESS SUCH
SYS1EMS SHALL BE F JLL Y OPERATIVE AND NSPEr;lED BY THE ENG NEER BEFORE
ANY OTHER D STURBANr:E OF THE S TE BEG NS
7 PROT Et:TION OF FX ST NG STORM SE\VER SYSl EMS DUR NG r:ONST R JCTION t...LL
STORM SFVER NLETS N THE vr: NITY' OF THE PROvEn SHALL BE PROTEC1ED BY
SED MENT 1 RAPS S Jf:H AS SEr:URED HAY BALES SOD STONE FTC VH r:H SHALL BF
'viA NTA NED AND MOD F ED AS REQUIRED BY r:ONSTRUt:T ON PROGRESS AND 'lHIr:H
MUST BE APPROVED BY THE ENG NEER BEFORE NSTALLAT ON
3 cED MENTATION BAS N THE r:ONTRAr:TOR W LL BE REQUIRED TO PROH BIT D Sr:HARGE
OF S LT THROUGH THE OUTFALL STRUt:TURE DUR NG CONSTRUCTION OF ANY RETENI ON
AREA A.ND NILL BE REQU RED TO r:LEAN OUT THE RE1ENTION AREA BFFORE NSTALL NG
ANY PERMANENT SUBDRA N P PE N ADD TION PERMA.NENT RETENT ON AREAS MUST
BE TOTALLY r:LEANED OUT AND OPERATE PROPERLY AT F NAL NSPECTION AND AT
THE END OF THE WARRANTY' PERIOD
4 SNALES DITCHES ;1.,ND r;HANNELS ALL S VALES DITCHES AND r:HANNELS LEAD NG
FROM THF SITE S ,ALL BE SODDED NITH N (3) DAYS OF EXr:AVAT ON ALL OTHER
NTFR OR S VAl ES FTr: Nr:LUD NG DETENTION AREAS "'ILL BE SODDFD PR OR TO
SSJA.Nr:E OF A r:ERT FIr.ATE OF Or:r:UPANr:y
5 PROTEr:TION A.ND STABLZATION OF SOL STOCKP ES FLL MATERAL STOr:KPILES
SHALL BE PR01Ff":lED AT ALL T MFS BY ON-S TE DRA NAGE r:ONTROLS VH r:H
PREVENT EROSION OF HE STOr:KPILED viATERIAL CONTROL OF OUST FROM SUCH
STOr:KP LED MATER AL viAY BE REQJ RED DEPEND NG UPON THE R LOr:ATION AND THE
FXPEr:TED LENGTH OF T ME THE STOr:KPILES W LL BE PRFSENT N NO r:ASF SHALL
UNSTABIL ZED STOr:KPI E REMA N AFTER TH RTY' (30) CALENDAR DAYS
6 MA N1ENANr:F ALL EROS ON AND S I TAT ON CONTROL DEVICES SHALL BE r:HEr:KED
REGULARLY ESPEr: ALLY AFTER EAr:H RA NFALL AND VILL BF r:LEANED OJT
AND/OR REPA RED AS REQU RFD
13 THE RIIGAT10N SYSTEM S ,ALL HAVE COLOR P P NG AND LABEL NG ON THE
P Pr ro NSJRE D FFERENT ATION FROM POTABLE VATER P P NG
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1 AI L 'v1PONENTS OF THE ^lA1ER SYSTEM Nr:LUD NG F TT NGS HYDRANTS
CONi\: nlON AND VALVES SHA.LL REMAIN JNr:OVERED JNTIL PROPERLY PRESSURF
TESTED A.ND Ar:CEPTED BY THE 0 NNER S ENG NEER PRESSJRE lESTS TO BE N
Ar:r:O ANCE '11TH VATER DEPARTviENT SPFr: F r:ATIONS f:ONTRAr:TOR TO NOTIFY
o VNER S ENG NEER AND VATER DFPARTMENT NSPECTORS 48 HOJRS N ADVANCE OF
PERFORM NG TESTS
2 NE\V 'oATER MA NS
AFTER f:O'viPLETION OF NSTALLATION OF NE!Y :VA1ER 'viA NS PRESSURE lFST NG SHALL
i:3E PERFORMED N Ar:r:ORDANCE '11TH THE LOr:A.L JJRISDIt:TION VATER SYSTEM
STANDARDS AND SPEr: Flr:ATIONS t:ONTRACTOR TO PERFORM r:HLOR NATION
SA.'v1P NG OF NE ^I \ATER MA NS SHALL CONFORM :VITH COJNTY PUBLIC I E,-I,LTH -iNIT
REQUIREMENTS AND RESUI TS FOR VARDED TO THE ENG NEER UNDER NO r: Rr:UMSTANf:ES
SHALL A NE\Y VA1ER SYSTEM BE PLACED NTO SERVICE UNT L CERT FIr:ATION BY THE
FNGNEER HAS BFEN r:OMPLETFD A.ND A RELEASE FROM r:OJNTY' PUBLr: HEALTH UNT
,AS BEEN ISSJED
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THE Fill ER SAND SHALL BE WASHED MATERIAL v1EET NG F DOT ROAD AND BR DGE
SPFr: F r:ATIONS FOR S L1r:A cAND AND QUARTZ GRAVELS OR 'v1IXT JRES THEREOF (LESS
THAN ONE (1) PERr:FNT SILT r:LAY AND OR~ANW viAT1ER) UNLESS FILTER r:LOTH S
USED VHICH S SUIT~BLE TO RETA N THE SILT r:LAY AND ORGAN C MAT1FR "11TH N THE
FillER CALC UM r;ARBONATE AGGREGATE IS NOT AN Ar:CEPTABLE SUBSTTUTE AND HA\E
AN EFFEnlVE GRA N S ZE OF 070 TO 055 M LL ME1ERS N D AME1ER A UN FORM TY'
r:n EF F r: ENT OF 1 5 OR GREA 1 ER
RA1E OF 0 125 CM/SEC OR GREATER F THE PERMEAB L1TY RATE OF THE F LlER
CAND IS LESS THAN 0125 r'v1/SFr: A REPLACEMENT OF THE FL1ER SYS1Evi VILL
BE REOJIRED AT THE CONTRAnOR S EXPENSE THE r:ONTRACTOR SHALL HAVE THE
C"AND TESTED AND APPROVED BY THE ENG NEER PRIOR TO NSTALLATION IT IS
REr:OM v1FNDED THAT THE r;ONTRAt:TOR HAVE THE F L1FR SAND TFSTED AND APPROVED
2 THE PERFORATFD P PE SHALL r:ONSIST OF POLWINYL r:HLOR DE (PVC) CONFOR/vi NG TO
AST'v1 D 3033 HAVE M N MI.JM OF SIXTEEN (16) 3/8 Nr:H DIAMETER PERFORATIONS
PER L NEAR FOOT OF PIPE AND BE ON THE BOTTO'vi 135 OF THE P PE
3 THE CONTRACTOR SHALL PROVDE DE\A1ER NG ..AEASURES AS REQU RED DUR NG
THE NSTALLATION OF THE JNDERDRAIN AND ALL OF TS COMPONENTS
4 THE CONTRACTOR SHALL NOT BACKF LL THE DRA N P PE UNT L THE ENG NEER HAS
VER F ED AND APPROVED THE DRA N P PF r:RADES AND NSTALLATION OF FILTER MED A
5 S Vr'V'viD RFQ) RES AS BJI T CERT F r:ATION BY THE FNG NEER FOR THIS Fill ER SYS1EM
TEST REPnRTS FROM AN APPROVED LABORATORY ON GRADI ATION AND PER'v1EABILlTY
SHALL BE Nr:LJDFD N THE AS BU LT SUB/viITTAL
1 ALL C'ANITARY SE :VER MA NS & LATERAL SHALL HAVE A vi N MI-iM OF 36 Nr:HES nF
COVER
2 ALL SANITARY SE\VER MA NS & SERV CE LAl ERALS SHALL BE r:ONST RUr:T ED OF
POL'NINYL r.HLORDE PPE SOR 35 OR AS OTHER^lSE NDr:ATED ON THE
CONSTRUCT ON DRA V NGS
3 ALL SAN TARY SE\.yER YORK SHAI L r:ONFORM VTH Or:AL REGULATORY STANDARDS
AND SPEC FICATIONS
4 PR OR TO r:OMMENC NG ^lORK VHICH REQU RES CONNECTING NE V YORK TO EXISTING
NES OR APPI...RTENANCES THE CONTRAr:TOR SHALL VER FY LOr:AT ON AND
ELEVAT ON OF EXISTING r:ONNECTION PO NT AND NOT FY OWNER S ENG NEER OF
ANY r:ONFLlr:TS OR DISr:REPANr:IES
5 pvr; P PE AND FITT NGS SHALL r:ONFOR'vi TO ASTM SPEr: F r:AT ONS DES GNAT ON
D 3034 77(; rvIA SDR 35 NST ALLA TlON OF SOR 35 P PE SHALL BE N Sl RIf":T
ACr:ORDANCE VITH THE REQU RF ..AENTS OF ASTM SPEr: F CAT ON SEnlON D2321
ALL SAN TARY SEWER P PFL NES SHALL BE SO D GREEN N CO OR
o ALL PVC FORr:F MAINS SHALL BE CLASS 2000 SDR 21 COLOR GREEN -v TH A
GREEN MAGNET r: TAPE A M N MUM OF 2 V DE PLAr:ED 1 FOOT BELO V THE
PROPOSED GRADE T,E PRINT NG ON THE MAGNETIf": TAPE SHOULD READ
FORr:EMA N
7 ALL DJCTILE RON PIPE SHALL BE r:LASS 5? N Ar:r:ORDANr:E VITH ANSI A :/1 00
(AWvA C 150) AND ANSI A21 51 (AV\\A C 151) DUr:TLE RON P PE SHALL
RECEIVE NT ERIOR AND EXT ER OR BITU M NOUS COATING N Ar:r:ORDANr:E V TH ANSI
A 21 6 <\ 21 8 OR A 21 51
8 ALL SANITARY SE\VER GRAVITY MA NS OR SANITARY SE VER FORCEMA NS THAT
REQU RE DIP ARE TO BE POL YL NED OR EPOXY LINED
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1 PRIOR TO ANY SITE r:LEAR NG ALL TREES SHO:\iN TO RE'v1A N ON T,E CONS1 R JCTION
PLANS SHALL BE PROT En ED N Ar:r:ORDANr:E VITH THE LOCAL RFG JLATORY AGENr:y S
TREE ORD NANr:E AND DETAILS CONTAINED N THE~E PLANS T SHALL BE THE
r:ONTRAt:TOR S RESPONS B L1TY TO MA NTA N THFSE lREES N GOOD r:ONDIT ON NO
TREES SHn VN TO REMA N SHALL BE REMOVED V THOJT VR TTEN APPROVAL FRO'vi THE
O^iNFR
? THE r:ONTRAnOR S TO PREPARE THE S TE PR OR TO BEG NN NG Ar:TUAL
r:ONSTRJnION N Ar:r:ORDANCF '11TH THE SOILS TEST NG REPORT r:op ES OF THE
SO LS REPORT ARE AVAILABLE THROUGH THE 0 "'iNER OR THE SO LS TFST NG
CO'viPANY QUESTIONS KE~ARD NG SITE PREPARATION REQU RE'v1ENTS DESr:R BED N
THE SOILS REPORT ARE TO BF DIREr:lFD TO THE SO LS TEST NG r:O'v1PANY
2 THE CONTRACTOR SHALL PERFOR'vi AN EXFILlRATION TFST ON <\LL GRAVITY SEVERS
NSTt...LLED N ACCORDANr:E VITH THE REGULAT ON AGENCY HAV NG JURISDICTION
'v1AX MUM ALLOWABLE LEAKAGE RAT E 100 GPD PER Nr:H P PF D AMEl ER PER M LE
TEST RESULTS ARE TO BE SUB'vilTlED TO THE RFGULATORY AGENCY FOR APPROVAL
r:OORD NATION AND NOT F r:AT ON OF ALL PARTIES S THE r:ONT RAt:TOR S
RESPONS B L1TY
3 ALL FORr:E MA NS SHALL c:E SUBJEt:T TO A HYDROSTATIr: PRESSURE 1 EST N
t...Cr:ORDANU ^lTH THE REGUu\TORY AGENn ,AVING JJRISDIt:TION SA D lESTS
ARE TO BE r;REATED BY T,E ENG NEER OF REr:ORD AND SUB'viITlFD TO THE
REGULATORY AGENCY FOR APPROVAL r:OORD NATION AND NOT FIr:ATION OF ALL
PARTIFS S THE CONTRAt:TOR S RESPONS B LiTY
9 ALL ~AN TARY SEWER r:OVERS SHALL BF TRAFFIf": R'-'.TED FOR H 20 OAD NG
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1 ALL GRAVITY SE\VER P P NG SHALL BE SUBJECT TO A TELEV SON NSPECT ON Bf
THF OWNER S r:ON1RAr:TOR r:ONTRAr:TOR TO NOT FY THE ENG NEER 48 HOURS N
ADVANf:E TO SCI,ED JLE NSPEt:T ON
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3 THE CONTRAt:TOR SHALL CLEAR AND GRJB ON Y THOSE PORTIONS OF THE S TE
NECESSARY FOR r:ONSTRJnION DISTURBED AREAS V LL BE SEEDFD MULCHED OR
PLANTFD V TH OTHER APr-'ROVED LANDSr:APE ~AA1ER AL MMEDIATELY FO 0 V NG
r:ONST R Jr:T ON
4 THE TnP 4" TO 6 OF GROJND REMOVED DUR NG r:LEAR NG AND GRUBB NG S ,ALL BE
STOr:KP LED AT A SIT E DFSIGNAT ED BY THE 0 VNER TO BE USED FOR LANDSr:AP NG
PURPO~FS UNLESS OTHER VISE DIRECTED BY THE 0 NNER
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VFRTIr:AL r:LEARANr:E AT r:ROSSINGS
r;AVITY' SE VERS OR FORCE MA NS CROSS NG JNDER VATER MA NS S ,ALL BE LA 0 TO PROV DE
A .,1 N 'viUM VERT r:AL DISTANr:E OF 18 Nr:HES BFTVEEN THE NVERT OF THE JPPER P PE AND
T,E r:RO "IN OF THE LO :VER PIPE THE r:ROSS NG SHALL BE ARRANGED SO THAT THE SE VER
JO NTS A.ND NA1FR JOINTS II{ LL BE EQJAL DISTANT FROM THE POINT OF r:ROSS NG YTH NO
LESS THAN 10 FEET BETWF EN ANY no JO NTS VHERE T,E 'vi N 'viU'v1 18 Nr:H SEPARATION
r:ANNOT BE MA NTA NED ONE OF THE FOLLO V NG METHODS OF PROTECT ON SHALL BE
JTILlZED
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A THE SE\VER SHALL BE ENCASED N r:ONCRETE FOR 20 FEET r:EN1ERED ON THE
r:ROSS NG (10FT LINEAR cEPARAT ON BET^lEEN JOINTS)
B THE SE\VER SHALL BE NSTALLED ^liTH DIP FOR 20 FEET r:ENTERED ON THE
r:ROSS NG (10FT L NEAR SEPARAT ON BET'^IEEN JO NTS)
C THE SE^iER SHALL BE DES GNED AND CONSTRUCTED EQUAL TO -YATER PIPE
AND BE PRESSJRE TES1ED AT 150 PSI TO ASSUKE "vA1ER TIGHTNESS PRIOR TO
BAr:KF LNG OR
D EITHFR THE WATER MA N OR THE SEWER L NE MAY BE ENr:ASED N A :\ATERTIGHT
r:ARR ER P PE VH CH FXTENDS 10 FEET ON BOTH S DFS OF THE CROSS NG 'viEASJRED
PERPEND r:ULAR TO THE VATER MA N THE r:ARR ER P PE SHALL BE OF MATFR ALS
APPROVED BY THE DEPARTMENT FOR USE N VAT ER MA N r:ONST RUt:TION
ONE OF THESE METHODS SHALL ALSO BE UT L ZED VHEN THERE S NO ALlERNATIVE TO
SEVERS CROSS NG OVER WATER 'viAINS N SUCH NSTANCES ADEQUA1E SlRUt:T JRAL
SUPPORT SHAL BE PROV DED FOR THE SEWER TO MA NT<\ N L NE AND GRADE
HORIZONTAL SEPARATION BErVEEN PARALLEL L NES
GRAVITY' SE-VERS OR FORCE MA NS SHALL BE NSTALLED A.T LE,-I,ST 10 FEET HOR ZONTALLY
FROM ANY FX ST NG OR PROPOSED MTER MA N n E DISTANt:E SHALL BE MEASJRED EDGE
TO EDGE N r:ASES .yHERF T S NOT PRACTICAL TO MA NTA N A 10FT SEPARATION THE
NATER MAIN S ,ALL BE NSTALLED N A SEPARATE lRENt:H OR ON AN JNDISTURBFD EARTH
SHELF LOCATED ON ONE S DE OF THE SE VER AND AT AN ELEVATION SO THAT THE BOTTOM
OF THE VATER MA N IS AT LEAST 18 Nr:HES ABOVE THF TOP OF THE SENER AND THE
VATER AND SEVER JO NTS SHALL BE STAGGERED
F IT IS MPOSS BLE TO OBTAIN PROFER HOR ZONTAL AND VERTICAL cEPA.RAT ON <\S
DESr:R BED BOTH THE WATER MA N AND SEWER MJST BE r;ONS1RJr:TED OF SL P ON OR
MEr:HANIf":AL JO NT P PE COMPLY NG YTH PUBL C 'lA1ER SUPPLY DES GN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TES1ED TO 150 PSI TO ASSJRE VATERT GHTNESS BEFORE
BAr:KF LL NG
C"ANITARY SEVER/REr:LA MED VATFR & POTABLE VATER/REr:LA MED VATER SEPARATIONS
MAX MUM OBTA NABLE SEPARATION OF REr:LA MED VATER L NES AND DOMEST r: WA1ER L NES
SHALL BE PRAn CED A 'vi N MI-i'v1 HOR lONTAL SFPARATION OF 5 F EFT (CENT ER TO
r:ENTER) OR 3 FEET (OUTS DE TO OUTS DE) C"llAL BE MAINTA NED BET'VEEN RECLA MED
WATER LNES AND EITHER POTABLE '/vATER MANS OR SANITARY SEVER LNES AN 18 Nr:H
VERT r:AL SEPARAT ON SHALL BE MA NTA NED AT r:ROSS NGS
:YA1ER FOR NON-PUBLlr: Ar:r:ESS RRICATION
THE REr:LAMED WATER viAN SHALL BE TREA1ED LKE A SANITARY SE\VER AND A 10 FT
HnR ZONTAL AND 18 Nr:H VERT r:AL SEPARAT ON cHALL BE MA NTA NED BETVEEN THE
REr:LA MFD WATER MA NAND SANITARf SE ^lERS OTHER THAN THE NECESSARY TO ENSJRE
THE SlRJCTURAL NTEGRITY AND PR01Er:TION OF THE L NES THFMSELVES
NOTE NHEN T IS MPOSS BLE TO OBTAN PROPER HOR ZONTAL AND VERTr:AL ~EPARATIONS
AS ST PULATED t...BOVE DEP 'viAY ALLO V DEV ATION ON A r:ASE By-r:ASE BASIS F SUPPORTED
BY DATA FROM THE DESIGN ENG NEER APPROVAL FOR THE DEV ATION MUST BE OBTA.INED
PRIOR TO r:ONST RUt:TION
11.t.\~lW) .\~!9 ~it.\!~'.\fl~ :LI) i!!}
1 ALL DELETER OJS SJBSTANr:E MATERAL (I E MUCK PEAT BRED DEBRIS) S
TO BE FXr:AVAT ED N Ar:r:ORDANCE V TH THESE PLANS OR AS DIRECTED BY THE
n VNER S ENG N EER OR 0 :VNER S SO L TESTING r:OMPANY DELETERIOUS MAT ER AL
S TO BE STOCKP LED OR REMOVED FRr:M THE S TE AS D REr:1ED BY THE 0 \'NER
EXCAVATED AREAS ARE TO BE BAr:KF LI ED \'ITH APPROVED MATER ALS AND
COMPAC1ED AS SHO VN ON THESE PLANS
? THF r:ONTRAt:TOR SHALL BE RESPONS BLE FOR PROlEn NG EXr:AVAT NG ACA NST
r:OLLAPSE AND V LL PROV DE BRAr: NG SHEET NG OR SHOR NG AS NEr:EscARY
T RENr;HES S ,ALL BE KEPT DRY ^lHILE PIPE AND APPURT FNANCES ARE BEING
PG-I,CED DE\\AT ER NG SHALL BE USED AS REQU RED
3 ALL STORM SE ^lER P PE SHALL BE RE NFORr:FD r:ONr:RET E r:LASS I (ASTM r: 76)
J NLESS OTHER !\IISE N01 ED ON PLANS
4 PVr: STORM P PE 12 AND SMALLER S ,ALL CONFORM TO A V -VA r: 900 CLASS 150
STANDARDS -iNLESS OTHER :VISE NOTED
5 ALL DRAINAGE STRUr:TURE GRA1ES AND COVERS YTH N TRAFFIC AREAS SHALL BE
TRAFFIr: RATED FOR H-20 LOAD NGS
6 THE r;ONTRAr:TOR S TO SOD THE RETENTON/D 1ENTON POND AS NDr:ATED ON
PLANS "11TH N ONE WEEK FOLLO V NG r:oNSTR JCrlON OF THE POND
7 MATERIALS AND r:ONSTRUn ON METHODS FOR clREETS AND STO",M DRAINAGE
r:ONSTRUr:T ON SHALL BE N ACr:ORDANCE NITH THE LOr:AL REGULATORY AGENr:y
8 All STORM SlRUt:TURES SHALL BE GROUTED TO THE NVERT
ELEVAT ON(S) OF T,E STORM PIPES(S)
STORM P PE SHALL BE C"A N r;UT EVEN VITH THt Sl RUr:TURE '\'ALL(S)
GROUT AROI-iND P PES FOR VATER TI~HT AND S\AOOTH F NISH
;J.\'JlWl, fl.l.\~l~lf) }: ~.t.\!a.\fl~ t!!~ natl .\:l9 la:j"~I} t[lJ:I .t!!'lljl.t~ 'l~a (3
1 THE STORM DRANAGE PPNG AND FILlRATON SYSTFvi SHALL BE SUBJEt:T TO A
VISJAL NSPEt:TION BY THE OWNER S SO LS ENG NEER PRIOR TO THE PLACEMENT OF
BAr:KF LL
2 THE CONTRAnOR SHALL MA NTA N THE STORM DRA NAGE SYSTEMS UNT L F NAL
Ar:r:EPTANr:E OF THE PROJEt:T
3 THE r:ONT Ri\r:TOR S RESPONS BLE FOR r;OORDINAT NG THE APPLlr:ABLE 1 ESTING
NTH THE SOLS ENGNEER TESTS VLL BE REQJRED PJRSJANT ^11TH 1HE
1 EST NG Sr:HEDULE FO JND N THE ENG NEER NG r:ONSl RUr:T ON DRAWINGS ..IPON
r:oMPLETION OF THE -YORK THE SO LS ENG NEER viUST S JBM T r:ERTIFIr:ATIONS TO
THE 0 liNER S ENG NEER STAT NG THAT ALL KEQJ REMFNTS HAVE BEEN MET
;J.\ '/l~ Cf.l ; {I) t!! :)
1 PRIOR TO r:ONSTRUCT NG CONr:REl E PAVEMENT THE r:ONT RAt:TOR S TO SUBMIT A
PROPOSED JO NT NG PATTERN TO THE 0 VNER S ENG NEER FOR APPROVAL
2 THE r:ONTRAr:TOR S TO PROV DE A 1/2 B TUM NOUS EXPANS ON JO NT MAlER AL
VITH SEALER AT ABJTMENT OF CONf:RE1E AND ANY SlRUnURE
3 ALL PAVEMENT MARK NGS SflALL BE MADE V TH lRAFFIf": PAINT N Ar;r:ORDANCE
TO FOOT STANDARD SPEr:IF r:ATIONS 971-12 PARK NG STALL SlR P NG
TO BE 4H "IDE PANTED VHITE STRIPES
4 THE r:ONTRAr:TOR S TO NSTALL EXTRA BASE MATERAL VHFN THE DISTANCE
BETWEEN T,E PAVEMENT ELEVAT ON AND THE TOP OF THE P PE OR BELL IS LESS
T,AN n:VELVE (12) WHES
5 STANDARD NDEXES REFER TO THE LATEST EDTION OF FOOT ROADVAY AND
TRAFFr: DESIGN STANDARDS"
6 PAVEMENT N THE PROPERTY' SHALL CONS ST OF 1 1/2 ASPHALT
TYPE S- 3 ON 6 L MEROCK BASE r;OM PAr;T ED TO 90% OF
MAX MI-iM DENSITY' ON SUB BASE r:OMPAt:T ED TO 98:? OF MAX MUM
DENSITY PER MSHTO T -180
7 PAVEMENT N ROW SHALL CONS ST OF 2 ASPHALT TY'PE S 1
ON 8H L MEROCK BASE COMPAr:TED TO 90% OF 'viAX'viUM DENS TY'
ON 10-1/2 SJB BASE STABLlZED TO 40 LBR AND COMPACTFD TO
90% OF MAX M...M DENS TY PER AASHTO T 180
.,m~lL\:} r;.JljiU( IUrla( IJ~ 1.\( W)t!!3
ALL PROPOSED VORK MUST r;OMPL Y ^I TH F DOT NDEX NO 700
2 ALL R 0 V NST ALLA TONS V LL BE N ACCORDANr. E VITH PRACTICES KEF ERENr:ED
N T,E STATE OF FLOR DA UT L T ES ACCOMMODATIONS MANUAL
3 ALL DES GN AND r:ONSTRXT ON MUST r:ONFOKM TO THE M N MUM STANDARDS
SFT 00 -VN N P NELLAS COI-iNTY LAND DEVElOP viENT ZON NG AND/OR RELATED
nRD NANr:ES AND '.,1 N MUM TEST NG FREQUENCY REQU REMENTS
4 S GNS AND BARRICADES TO BE ACCORD NG TO FDOT MANUAL OF SAFE PRAr:TIt:ES
REFERENr;E FDOT NDEXES 600 THRJ 650
5 NSTALLATION NVOLV NG r:ONr;RETE AND ASPHI-ILT DRIVE\VAY N GOOD CONDIT ON
'viUST BE Ar:r:OMPL S,ED BY JAr:K AND BORE OR PUSHING NO JETT NG IS ALLO "lED
6 r:OM PAn ON FnR P PE BAr:KF LL SHALL COMPLY VITH AASHTO T 99( 100%)
7 DiSTURBED AREA VITH N THE R 0 V V LL BE COMPAf":1 ED TO 100% OF 'viAX M J'vi
DENSITY AND SODDED
8 ANY PORTION OF THE ROt...O .yAY THAT SJSTA NS EXr:ESS VE r:ONSTRUt:T ON RELATED
DAMAGE N THE OP NION OF P NELLAS r;OUNTY H GH VW DEPARTMENT SHALL BE
REPA RED AT CONTRAr:TOR EXPENSE N A MANNER SPEr: F ED BY P NELG\S r:OUNTY'
HIGHWAY DEPARTMENT
9 SAF E PEDESTR AN T PAFF C S TO BE MA NTAINED AT ALL T MES
10 ANY SIDEWALK !\IH CH BEr:OMES JNDERM NED MUST BE REMOVED AND REPLAr:ED
SIDE VALKS ARE TO BE RECONSTRJr;lED V TH N THREE(3) DAYS AFTER REMOVAL
VHEN EXIST NG S DE'VALK S REMOVED T S TO BE REMOVED AT THE NEAREST JOINT
11 NO STOr:KING OF 'viA1ER AL N ROAD :\AY OR ON S DE !\IALK ALL D RT OR DFBRIS
VII L BE REMO\ED FROM THE JOB S TE DAlLY ROADS AND S DENALKS ARE TO SF
S VEPT DAILY AS PART OF DAILY CLEAN UP
i'l:L~l~.\} 1;.)lja(( IUrla.. I);: :1.\( :Ie)t!!} (1;'J~I~tJ
12 SAW CUT EX ST NG EDGE OF PA\EMENT PRIOR TO DRIVE YAY CONSTRJCT ON
13 DISTURBED AREA V TH N THF RIGHT OF "lAY V LL BE COMPACTED TO 100% OF
MAX MUM DENSITY' AND SODDED
14 DO NOT D STURBED EX ST NG UNDE.RDRA N OR STORM SYSTEMS F F LlRATION BED S
D STURBED r:ONTAt:T T,E AREA NSFECTOR VITH THE P NFLLAS r:OlNTY HIGH -YAY
DEPARTMENT AT 464 8900 FOR ASSISTANr:E
15 PROV DE A M N MUM OF 3 COVER OVER JT L T ES AT ALL D TCH CROSSINGS
16 NO ST REET SHt...LL BE CLOSED V THOUT THE VR Tl EN PERM SS ON OF THE PINELLAS
r:OUNTY lRAFFIr: DIVIS ON AT LEAST 48 HOJR ADVANr:E COORD NATION IS REQU RED
17 THE PERM T1EE S ATT ENT ON S D RECTED TO THE PROVIS ONS OF THE 1RENr;H SAFETY'
ACT (FLOR DA STATUTES 55360 et seq) AND THE OCCUPAT ONAL SAFETY' AND HEALTH
HEALTH ACM NISTRt...TION Exr;AVATON SAFETY' STA.NDARDS (29 r:FR SEnlON 1926650
SUBPART B) NHICH SHALL APPLY TO CONSTRUt:TION OPERATION AND MA N1ENANr:E
PURSUANT TO THIS PERIviIT
11).t.< La ~~I)" IUtla(1 IJ~~.I.\(
1 DR VEVW TO BE r:ONST RUCTED TO F DOT NDEX #515
2 EROSION CONTROL AND SHOULDER SODD NG S ,ALL r:ONFORM TO FOOT NDH104 &
105
3 GUARDRAILS S ,ALL CONFORM TO FDOT ND#400
4 ALL STRIP NG SHALL BE LEAD FREE NON-SOLVENT BASED T,ER'viOPLASTj(; AND 'vlEET
Ar;r:ORD NG TO THE F DOT SPEC F CATION SECT ON 711
5 REFLECTIVE PAVEMENT viARKERS S ,ALL 'viEET THE REQUIREMENTS OF FDOT
SPEr:IFIr:AT ONS SEr:TION 706
6 ALL SIGNS VITH N FDOT R G 1T -OF- YAY SHALL MEET THE REQJ REMENTS OF FOOT
SPEC FIr:AT ONS SEt:TION 700
7 REFLECTIVE PA.VEMENT MARKERS SHALL BE PLAr:ED N ACCORDANr:F V TH FDOT
STANDARD NDEX NO 1 7352
8 ST RIP NG W TH N F DOT R GHT OF YAY SfJALL BE PLAr:ED N Ar:CORD-I,NCE "11TH
FDOT STANDARD NDEX NO 17346
9 S GNS VTH N FDOT R GHT OF :YAY SHALL BE r:ONSTRJf:1ED N ACCORDANCE :VITH
FOOT STAN DARD NDEX NO 11860 AND SHALL BE PLAr:ED N Ar:r:ORDANCE W TH
FOOT STANDARD NDEX NO 17302
10 S GN NG AND ST R P NG "11TH N FOOT R GHT OF - 'I \Y SHALL BE N ACr:ORDANr:E
W TH THE MANUAL ON UN FORM TRAFF C r:ONTROL DEVICES (MUTr:D)
11 ALL VORK PERFORMED "11TH N THE FLOR DA DEPARTMENT OF TRA.NSPORTAT ON
RIGHT OF YAY CONFnRM TO
A) FLOR DA DEPARTMENT OF T R-I,NSPORTATION STANDA.RD SPEr: Fj(;ATIONS
FOR ROAD AND BRIDGE r;ONSTRJr:TION (7000) (aka STANDARD SPEr:S)
8) FLOR DA DEPART'v1ENT OF TRANSPORTATION ROAD YAY AND TRAFFlr:
DES GN STA.NDARDS r:ONSTRUr:T ON MAINTENA.Nr:E AND UT L1TY OPERATIONS
FOR STREETS AND HIG ,\~AYS ON STATE MAINTA NED SYS1EMS (JAN 2000)
(nko STANDARD NDEX) r:OMP IANr:E !\11TH ALL APPLICABLE ND r:FS S
REQU RED
r:) FLOR DA DEPART viENT OF TRANSPORTAT ON MANUAL OF IN FORM M N MUM
STANDARDS FOR DES GN t:ONS1RunlON AND MA NTENANr:E FOR STREETS AND
HIGH VAYS (2000) (aka GREEN BOOK)
12 TRAFF r: r:ONTROL & S DEVALK r:LOSURE ARE TO BE PER FOOT NDICFS #600 AND
#623
13 APPLlr:ANT v1UST NOT FY THE FLOR DA DEPT OF lRANSPORTATION P NELLAS r:OUNTY
MANTENANr:E OFFr:E (48) ,OJRS N ADVANr;E OF STARTNG PROPOSFD NORK
CALL (727) 570-5101
14 BFFORE CONST RUCT ON S TO BEG N THF APPLICANT SHALL DEL VER TO THE FLOR DA
DEPT OF TRANSPORTATION PROOF OF NSJRANCF VE.R FY NG THAT THE APP 1r:A.NT OR
THE APPL r;ANT S r:ON1RAr.TOR HAS r:OVERAGE UNDER THE LAB UTY' NSURANr:E
POL CY N ACCORDANCE IVITH THE REQU REMENTS OF FA C RJLE r:HPT
14 96007(5)(r:)6
1;IJ~H.t.\.~tIJI\r} It!!);J'J:i3lmU(( ~C.)t~
T S THE r:ON1 RACTOR S RESPONS B L TY TO PERFORM A S JRVEY (Ar:r;OMPAN ED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJEn AREA Nt.:LUD NG 8UILDING(S)
AND SITE MMEOIA1ELY UPON Or:CUPYNG THE YORK AREA AND BY PHOTOGRAPHIC
AND VRITTEN CORRESPONDENr:E DETA L NG ANY AREAS THAT ARE NOT N A F RST
r:LASS CONDITION (SJRFACES THAT ARE UNBROKEN NON r:RAr:KED NON RUST NG
^lITHOJT r;H PS VITHOUT SPLlN1ERS OF lEXTURE MATr:HING ITS SURROUND NG
-YITH NE.If APPE,-I,R NG F NISHES AND OPERAT NG AS ORIG NALLY DES GNED OR
NTENDED TO OPE.RATE) VHIr:H VILL REMA N N THE R PRESENT r:ONDITICN AT THE
CONr;USION OF THE f-'ROJECT THE CONl RAr:TOR V LL BE RESPONS BLE FOR PROV DING
THE 0 VNER A r:OMPLET E PROJEf:T N F RST nASS CONDITION MEET NG NDUSTRY -Y DE
STANDAJ~DS N QUAL TY AND PERFORMANr:E THROUGHOUT THE ENT RE PROJEr:T AREA
BU LDING(S) t...ND SIl E (REt.:ARDLESS OF VHETHER AN AREA IS SPEC FICnL Y IDENT F ED
WITH N THE DRA V NGS AND SPEr: FIr:ATIONS OR NOT) UNLESS A PARTIr:ULAR AREA HAS
BEEN DESr:R BED N THE AFOREMENT ONED PHOTOGRAPHS AND ^lR TlEN DETAILS
r:ONT RACTOR HAS THE RESPONS BILlTY TO PROl ECT THE EX ST NG B J LD NG(S)
UTILlT ES AND S T E THRO JG lOUT THE PROJECT T ME FRAME SHOULD DI R NG THE
COURSE OF THE VORK ANY AREA OF THE BJILD NG(S) AND/OR UT LIT ES AND/OR
THE BJ LD NG(S) AND/OR UTIL T ES AND/OR THE S TE BEr;OME DAMAGED AND THAT
AREA VAS NOT SPECIFICALLY r:ALLED OJT TO BE A PART nF THE r:ONSTRJr:T ON THE
r:ONTRACTOR SHALL REPAIR A.ND/OR REPLAr:E THE DArvlAGED AREA TO THF SATISFACTION
OF THE ARr:HIl Et:T AND 0 NNER AT NO ADDtT ONAL r:OST TO THE 0 -YNER
AS A PART OF THESE DOCJMENTS A SITE SURVEY AND/OR S TF DATA VHEN
PROV DED AND ANY ADD TONAL NFORMAT ON THAT MAY BE PROV DED S FOR
NFOR~AATIONAL PURPOSES ONLY TilE 0 ~NER AND H S AGENT ASS...MF NO F ESPONS B L TY'
FOR THE R PREPARAT ON COMPLE1 ENESS NOR ACCURATENESS AND THE r:ONTRACTOR
S FULLY RESPONSIBLE VHEN US NG SAID SO JRCES THE CON1 RACTOR SHO JLD
JSE SUCH NFORMATION ONLY AS A GJ DE TO THE SUC PECT ED LorAT ON OF
..INDERGROUND SERVlrES Nr:LJD NG BUT NOT LMI1ED TO
VAl ER SUPPLY
STORM SE :VER
ELECTRIr:AL PO ~ER
KR r.AT ON L NES
F c:ER OPTIr: r:t...BLES
F RE ALARM SYST EM CABLES
CONTROL V R NG
SYSl EMS
SAN TARY SE\VER
NATURAL A.ND LP CAS L NES
RECLAIMED WATER S PPLY
T V CABLES
TELEPHONE r:ABLES
SEr:JRIIY VRNG
SIT E UNDERGROUND 'vi ECHANIr:AL
Nr:LUD NG NSULATION
T V LL BE THE r:ONTRAr:TOR S RESPONS BIL TY TO DETEKMINE THE SPEr FIr: LOCAT ON
OF THE IJNDERGROUND SERVICES BY r:AREFUL HAND EXr:AVATION ONLY JNLESS
OTHER MEANS ARE APPROVED BY ARCHITEr:T AND OWNER BEFORE BEG NN NG THE
-YORK THE r:ONT RAt:TOR SHA.LL REPLAr:E OR REPA R PER SPEr:IF r:ATIONS ANY
AND ALL DAMAGED UNDERGROUND SERVIr:ES AS I STED ABOVE AT NO ADDITIONAL
r:OST TO THE 0 \'NER
TRENCH EXCAVATION
- Nr:LUDE OSHA STANDARD 29 r:FR SECTION 1926650 SUBPART P ^lHIr:H S
NO!Y A PART OF LA VS OF FLOR DA r:HAPT ER 90-96
THE r:ONT ~CTOR SHALL PROV DE VRITT EN ASSURANCE OF r:OMPL ANr:E
V TH THIS LP-Y
- A SEPARATE COST ITEM DENTIFYING THE COST OF CO'v'1PLlANr:E
A lRENr:H cAFETY' SYSTEM SHA.LL BE DESIGNED BY THE r:ON1RACTCR AND
APPROVED BY THE ENG NEER
2 ALL RET ENT ON AREAS STORM SEI'VER P P NG STORM SEWER STRUr:T JRES ETr:
viUST BE N PLACF AS PART OF THE FIRST PHASF OF r:ONSTRJr:TION
T S THE RESPONS 8 L1TY' OF THE f:ON1 RAr:TOR TO Ar:f:O'viMODAT E POS T VE
DRA NAGE THROUGHOUT CONSTRUt:T ON TO AVO D FLOOD NG OF THE ADJAr:ENT
PROPERT ES ANY FLOOD NG THAT MAY Or:r:JR DJE TO HIS VORK V LL BE
THE SOLE RFSPONS B L TY OF THE r:ONTRAr:TOR
3 THE USE OF ELEt:1RON r:ALLY STOFED DATA S N1FNDED FOR NFORMATIONA.L
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTlON CONT R,-I,CTOR
MUST UTIL ZE S GNED AND SEALED DOr:UMENTS FOR CONSTRJCTlON
W)t~ tl) ';'):HII.\I~tl).t
THE r:ONTRAr:TOR SHALL PROV DE CERT F ED REr:ORD DRAW-
INGS SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR
THE REr:ORD DRAWINGS SHALL SHOW F NAL GRADES FOR
RETENTION BASIN(S) r:ONTROL STRUCTURE(S) NLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS NVERTS &
DIMENSIONING OF SLOT & BAFFLE LOr:ATIONS OF ALL UTILlT ES
INr:LUD NG THE SANITARY SEWER AND WATER P PING THF
r:ONTRACTOR SHAll PROVIDE rwo r:OP FS OF THE r:FRT F ED
RECORD DRAW NGS TO THE ENG NFER
THE AFOREMENTIONED REr:ORD DRAWING SHALL BE SUFFIr: ENT
ENOUGH IN DETi\IL TO BE Ar:r:EPTABLE BY AGENr:IES HAVING
JURISDIr:TION
rl~:i~.'.\t .;,):tH .tll'~ ttlJ~1 :{I) i;:}
1 ALL THE YORK PFRFOR'viED SHALL r:O'viPLY "11TH THE REGJLATIONS AND ORD NANf":ES OF
THE VAR OUS GOVERNMENTAL AGENr: ES HAVING JI..IRISDIt:TION OVER THE YORK
7 ALL ELEVAT ONS ARE REFERENr:ED F ROM NATIONAL GEODFTlr: VERT r:AL DATJM
3 OCAT ONS ELEVAT ONS AND D MENSIONS OF EXIST NG UT L T ES SlRJCTURES
t...ND OTHFR FEATURES ARE SHOWN Ar:r:ORD NG TO THE BEST NFORMAT ON AVA LABLE
AT THE T ME OF PREPARAT ON OF THESE PLANS THE ~ONTRACTOR V LL VER FY
T,E LOCAT ONS ELEVATIONS AND D MENSIONS OF ALL EX ST NG JT L T ES
SlRUCTURFS A.ND OTHER FEAT ...RES AFFEr:T NG THIS !YORK PRIOR TO r;ONSTRUCTION
4 THE CONTRAr:TOR SHALL r:HECK THE PLANS FOR r;ONFLlCTS AND Dlsr;REPANr: ES
PRIOR TO r:ONSTR Jr:TION THE r:ONT RAt:TOR SHALL NOTIFY THE 0 :YNER S FNG NEER
OF ANY r:ONFL1t:TS OR DISr:REPANf: FS BFFORE PERFOR'vi NG ANY YORK N THE
AFFEr:TED AREA
5 THE CONTRAt:TOR SHALL EXERCISE EXTREME r:AUTION N AREAS OF BUR ED
JT L T ES AND SHALL PROV DE AT LEAST 48 HO J -<5 NOT r:E TO THE VARIOUS
UTILITY COMPAN ES N ORDER TO PERM T MARKING THE Or:AT ONS OF EXIST NG
UNDERGROUND JT LIT ES N ADVANr:E OF r:ONSTRJCTION BY CALL NG SUNSH NC
AT 1 800 432 4770 M N MUM OF ? DAYS AND MAX MJM OF 5 DAYS PRIOR TO THE
STA.RT OF CONSTRUr:TION THE r:ON1RAt:TOR IS RESPONSIBLE FOR r:ONTAt:T NG ALL
UT L T ES NOT Nr:LUDED N T,F %NSH NE" PROGRAM
6 r:ONTRAr:TOR S SOLELY RESPONS BLE FOR r:ONSTRUr:TION SAFETY
SPEC AL PREr;AUT ONS viAY BE REQ JIRED IN THE VIr:INITY OF
PO VER L NES AND OTHER JT I T ES
7 ALL JNDFRGROUND UT L T ES MJST BE N PLAr:E AND TFSTED AND NSPEr:TFD PR OR
TO BASE AND SURFACE r:ONSTRUt:TION
8 T S THE CONTRAt:TOR S RESPONS BILlTY TO BEr:OME FAM LAR V TH THE PERMIT
AND NSPEt:TION REQU REMENTS OF THE VARIOJS GOVERNMENTAL AGENr: ES THE
r:ONT RAt:TOR SHALL OBTA N All NFr:FscARY PERMITS PRIOR TO r:ONST RUt:T ON AND
Sr:HEDJLE NSPEnlONS Ar:CORD NG TO AGENCY NSTRUnlON
9 THE r:ONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER S ENG NEER SHOP
DRAV NGS ON ALL PREr:AST AND MANJFAt:TURED ITEMS FOR TH S S TE
FAILURE TO OBTAIN APPROVAL BEFORE NSTALLATION MAY RESULT N REMOVAL AND
RFPLACEMENT AT THE r;ONTRACTOR S EXPENSE ALL SHOP DRAV NGS ARE TO BE
REV EVED AND APPROVED BY THE r:ONTRACTOR PR OR TO SJBMITTAL TO THE
o VNER S ENG NEER
10 AT LEAST THREF (3) YORK NG DAYS PR OR TO CONSTRJt:T ON THF r:ONTRAt:TOR
S ALL NOT FY THE ENG NEER AND APPROPR ATE AGENr: ES AND SJPPLY THEM V TH
ALL REOU RFD SHOP DRAV NGS THE CONTRACTOR S NAME START NG DATE
PROJECTED Sr:HEDJLE AND OTHER NFORMATION AS REOU RED ANY YORK
PERFORMED PR OR TO NOT FY NG THE ENG NEER OR VITHOUT AGENr;y NSPFCTOR
P":ESENT MAY BE SUBJFCT TO REMOVAL AND REPLAr:E'v1FNT AT THE CONTRACTOR S
EXPENSE
11 BACKFLL MA1FRAL SHALL BE SO DLY TAMPED AROUND PPES N 6 LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE P PE N AREAS TO
BE PAVED BACKFILL SHALL BF COMPAr:TFD TO 100% MAX M -iM DENSITY AS
DET ERMINED BY MSHTO T -99
17 S T E -YORK r:ONr:RETE SHALL HAVE A COMPRESS VE STRENGTH OF AT LEAST 3 000
PSI N 28 DAYS JNLFSS OTHER ^I SE NOT ED
13 ALL PRIVATE AND PJBLr: PROPERTY' AFFEr:1ED BY THE -YORK SHALL BE RESTORED
TO A r:ONDITION EQUAL TO OR BETTER THAN FXIST NG r:ONDITIONS UNLESS
SPEr: FIf":ALLY EXEMPTFD BY THE PLANS ADD TIONAL COSTS ARF NrlDFNTAL TO
OTHER r;ONSTR JnlON AND NO EXTRA r:OMPENSATION S TO BE ALLO "lED
14 ALL DISTURBED AREAS ^lHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND
MULr:HED TO DOT STANDARDS AND viA NTA NED JNT L A SAT SFAr:TORY STAND OF
GRASS Ar:r:FPTABLE TO THE REG)LATORY AGENr:y AND ENG NEER OF REr:ORD HAVE
BEEN OBTA NED ANY WASHOUTS REGRAD NG RESFED NG AND GRASS NG -YORK
AND OTHER EROSION -YORK REQ) RED 'I LL BE PERFORMED BY THE CONTRAt:TOR
AT H S EXPENSE JNT THE SYSTEM IS Ar:CEPTED FOR MA NTENANr:E BY THE
REGULATORY AGENCY AND ENG NEER OF REr:ORD
10 THE SOILS ENG NEER IS TO SUPPLY THE ENG NEER YTH A PHOTOCOPY OF ALL
CO'v1PACTON TESTS AND ASPHALT RFSULTS THE SOILS ENGNEER IS TO CERTFY
TO THE ENG NEFR OF RFCORD N VRIT NG THAT ALL TEST NG REQU REMENTS
REQJ RED BY THE LOCAL REGULATORY AGENr:y AND THE FLOR DA DEPARTMENT OF
TRANSPORTATION (FDOT) FOR THE MPROVFMENTS AS REQJ RFD BY THE
ENG NEER NG r:ONSTR Jr:TION DRA V NGS HAVE BEEN SATISF ED
16 T,E r:ON1RAt:TOR SHALL ~AA NTA N A r:OPY OF THE APPROVED PLANS AND PEKMITS
AT THE r:ONST RUt:TION S T E
17 THESE DRA.N NGS MAY NOT Nr:LUDE NEr:ESSARY r:OMPONENTS FOR r:ONSTRJCT ON
SAFETY' THE CONTRACTOR S SOLEI Y RESPONS BLE FOR MEANS AND METHODS FOR
r:ONS1RJt:TION SIT E SAFETY
18 ALL SODD NG SFEDING AND MULr:H NG SHALL INr:LUDE VATER NG AND
FERT L ZATION THE r:ONT RAr:TOR SHALL BE RESPONS BLE FOR MA NTA N NG THESE
AREAS UNT L THE PROvFt:T S r:OMP ETFD AND Ar:r:EPTED BY THE 0 VNER
19 ALL P PE LENGTHS ARE PUS OR M NUS P PE 'v1EASUREMFNTS ARE r:ENTER TO
r:EN1ER OF STRJt:TURES OR FTTNGS PPE MEASUREMENTS FOR 'viITFRED END
SECT ONS AKE TO THE END OF P PE
20 EX ST NG PAVEMFNT SHALL BE SAN r: JT VHERE NE\V PAVEMENT S TO BF ADDED
OR EXIST NG PAVEMENT TO BE EL M NA1ED
71 ADJUSTMENTS OF NLETS JUNnON BOXES MANHOLE TOPS \YATER VALVES VA1ER
METERS ETr: SHALL BE NCLUDED N T,E r:ONTRAr:WR S BID AND NO r:LA M
S ,ALL BE MADE AGA NST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS
F REQU RED
?? ALL BACKF I L OVER ANY P PE (STORM ~E VER SA.N TARY SE '\fER OR VATERL NES)
THAT S NSTALLED UNDER ROAD -YAYS OR NIT ,IN THE EMBANKMENT OF THE ROAD YAY
SHAL BE r:OMPAt:1 ED N Ar:CORDANr:E ^I TH F DOT STANDARD SPEr: F CAT ONS
SECTION 175 8 3 LATEST EDITION
23 T,E r:ON1RACTOR PERFORM NG TRENCH EXr:AVATION N EXCESS OF 5 FEET N DEPTH
SHALL r:OMPLY VITH THE Or:r:JPATONAL SAFETY' AND HEALTH ADMNSTRATONS
(OSHA) TRENr:H EXr:AVAT ON SAFETY STANDARDS 79 C FRS 1926650 SJBPART P
Nr:LUD NG ALL SUBSEQJFNT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTFD BY THE DEPARTMENT OF LABOR AND EMPLO'rMENT SFr:JRITY (DLES)
24 r:ONTRACTOR TO r;OORD NATE THE PO NTS OF r:ONNECTIONS OF T,E JT L T ES VITH
D FFERFNT SUBS SITE CONTRACTOR TO r:ONSTRUr:T HE NDFRGROJND NFRASTRUr:T JRFS
,. SAN TARY SE\VER STORM SE :YER -YATER L NES F RE L NES ETr: TO 5 OJTS DF
OF THE 81 DG(S) THE PLUMB NG CONTRACTOR TO CONNECT AND MEET THE NVERT
ELEVATIONS OF THE SA D JTIL T ES ANY JT L TY' VORK PERFORMED V TH N 5 OF THE
B DG SHALL BE THE RESPONS B L TY' OF THE PLJ'v1B NG CONT RACTOR AL YORK
S ,ALL r:OMPL Y NTH ALL APPL r:ABLE FFDERA.L STATE AND LOr:AL r:ODES
ORD NANf":ES A.ND REOJ REMENTS
25 ALL :YORK SHALL BE PERFORMED A.ND F NISHFD N A :YORK viANL KF 'viANNER TO
COMPLETE SATISF An ON OF THE ARCHIT Er:T /ENG NF F R N Ar;CORDANCE \iITH
THE BEST REr:OGNIZFD TRADE PRAr:T (ES
26 DEVIAT ONS TO THESE PLANS AND SPFC F CAT ONS -YITHOUT r:ONSENT OF THE ENG NFER
viAY BE CAJcE FOR THE VORK TO BE UNACr:EPTABLE DEV ATIONS SHALL RECEVE
VRITTEN APPROVAL FROM THE ENG NEER
27 S GNS BJFFER VALLS & FENr;ES ARE SJBJEn TO SFPARATF SUBM TTAL(S) AND
PFRM TT NG DEV ATIONS SHAL REr:EIVE VRIT1EN APPROVAL FROM n E ENG NEER
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Description
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RETENlION BASIN
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(j'N l~
\ DISCfV-.ROE PIf>E.
~
3 CON::'TRUCT OU1Ti\LL STlNCTURE I\ND DI$CHi\RGE PIPE.
1 PLACE EROSION 30 SILTATION CONTROL SEE SHEET C 1.2
loND pu,,,"S.
2 EXCJ'.VATI: (\NO ROUCH Gf<A(lE NE"N RUL"ITKJN IJASiN
'HrTH PIPES,
4 PLACE (;:f-..>(ASE ~K(J..':{.ilR.
5 PJ.ACE EROSION CONTROL AT DISCHARGE PIPE(S).
;~ 18n:f;U 3,\=,:,N I t~ _(fr~HAlf !J;:: OJ.. (,>
N.T.S.
REl EN110t~ 8A$I:~
FilO,U!l:D ca:....~E
M~O OOlTOI~ Of
RUENTION C:ASIN ~
OOT., / ~
SEE U,-illrnDRl,iN
DUNL FOR ~
OI"ENSIONS
WENCH WALL
(i'iW,'lDE Si+Ji?J;~ IF \<<:::Q'D)
EXCAVATE
TREI~CI~
~nOl/ Of n<lJ~H",
I FINE GRADE F!E.TENTION IJASIN FRIOR TO TliENCH EXC....VATION.
COIJPACT 8N;KS. m:r:4S TO 9f>n Of :,VJ( DENSITY,
2 EXCAVATI: WENCH FOR PlACC~ENT Of "[HE UI-IDlRDR"lN
AS F!EQUIHlJD,
3 vtRlfY WAn:R ;1>8LE; '/lELL?OINT OR PUMP GROUND 'liA llR
IF NEEDED TO ENSVHE DRY WENCH f'RICR TO PLACO,IENT
Of UNOlRDf<AJN. fA C(;I"( Of SOIL 1!I:PCllT !JAY If: 1"~C\'l[)i-.:D f
IlElOOiI1'D olS SUi'PJ.DIDrr.ll ''If()i~.:J\ll()N ONlY)
4 CONTAU N.E.S. FOR iNSPECTION.
~~fA!. (2)
N.T.S.
RETEtHIOt~ 8ASlt~ r~KOF
UNDERDRAlN CLEAN-OUT ~_ / . . . .
./llfxll>'>4' CO:jC. COtL'R ..' .",;- .
flUSH AT SIDE SLOPE.:J. _/.- CCi.\PACTED
~. ~/y Af'f'RCvtD flU.
BOnOill ,., ..>
OF. MS..I.N. l . ....~....r.57.......ROCl(.. ....... ,...i.... -. 6", SOUD PVC
ii " i · 90' LONG
FILTER -'-rE ~".-~;;);;:- . Z -- EJ::::~'- ~~.EC~~~ElPNIE
r!<llRIC - fllYER ( TO 6 f'JC '/iArtR nGHT
iJE6IVl~ (Sa: US,!.)
- 6"PVC
UNDERDfWN
L :!~f>ERVIOUS
:~EM8fNIE (30 ,.IL)
U I:Ei'~'a.'..N (lEAN-OJ r
N.T.S.
RE1EtHION 8A$II~
TOP OF
DANK
'""~~'-1~~i17~ -:~ W~
9NW~r\.ll~:~ 1..~(~6'
\~~~ - (,:EE Sf'E(;S. ." e;rc:CRDRAJN
- flLn:R . . $HT C 1.2) 6 (('[E "pE(;$)
~~C ~ ~ ..
'>I'/I'!:R!,4(J,flIUTY COlF. L 1:,WlRYIOUS :JCJSf<ANE (30 :JIL)
OF 0.20 CIJ/SEC AT ALL SIDES EXClPT At OFENING.
(DO 1M I'vel: :.C.v.::,,[ !ILL SVJ.lS :~us,. liE '/lELDED ..
AT nfS CI'O,,;K;) '1IATtR TIGHT FER :NoNUrAC11JRER S
RECO!,1!~ENOATION.
NOTE; R "ED
NEJnIER ;57 ROCK ~~CR FllTtR IJEDlA $I \IILL EJE COIJf' ,~
Of u:,;E::."ONf~ U!JUlOCK OR 0'0 IER CALCIUI~ CARBONATE
AGGREGATE, (SLt: SPECIrJC.ATIONS SHU.T C1.2)
C;:: fA.!. (:))
N.T.S.
CO. FLUSH_/SIDE SLOPE
/'.../'v('./'--./'./'.~
"''6
6"
SOUO
PVC
6"J'VC
LONG
RADIUS
8END
CONNECilON TO
BE 'l/An:R TIGHT
~ IJEM8R1,NE
'- oonol~ OF
RETENTION 8ASIN
- 'IJPlRYIOVS ,,;E.iURANE (30 .IL)
_/ 'l<ATER TIGHT SU~.S
U_(E:'_i,~A.N :},{=3IEM ~.X!L=-=I:~if~ (1).:3J)
N,T.S.
aLc)'NC)~;: O~f:\IL
N.T.S.
\'1ater Main
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Restainer PIUg-./
Per Detail No, 4-03
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PLAN ViEW
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Eclipse No. 85-8 ~
810;v-Off Assy.
Including Lockable
Cost Iron Box
2" Bf'OSS
~
2" Brass
10
. / ~-90'
Bend
~,~
,,~~"1CN
l~,:.it'N(J'(
B.V.D.
r- C:iE.CKl:>> BY
..."fI. ;~f,'RvlW BY
G.C.H.
BLC'l/Off
DETAIL
Remove Curb if Existin
Exist Cone Drive
I 12" 12" " <'I
I~cx SI()~e __::_:.:J'" l 1" c:=- ,..ax ,,()~e
-". ti zj---1 ~
"..._~-.".-_._,,-.~~.~ '~.~' .....:.,..:,.:::..,.~
!4." / :-,.>,: l:'-'-;" ~1/2" Exp. Joint
1/2" Exp, Joint !6"
I
1:.
/ R.O.'N. Line
TYPICAL DRIVEVv',.\ Y CROSS SECTION
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.- 0 0
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. . 0
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l
It
4' tAin Residential Str~el" City R/Wd
5' tAin Ar1.erial Str~et 2' County R/'''I
1 /4." per Foot
...l
5
ill
Remove 8ack (of Curb on State or Vertical CUI'bsNith C1 ver1.ical SO'N cut
or Remove entire Curb and Replac.e as Part of Sid~wa:k Rarnp.
D
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IAodified and Volley Gutter Curbs
join exist b<lck of cut-b
12" .....--- Textur. ed Su.tia<:e
tCl 1"c:=-tAax SIc'pe ~~ ." ." .'
----' .~' -'~, "
r ~'.".;;:." . Remove to an
~ . "'''''1/2" Expansion Joint even joint or SCNeut
3000 psi Cone 4. Thick. Constr.
6" Thick at DriveNoy.; with
6x6 110 Welded Wire t/'e~h.
S~e Note 7.
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SECTION A-A
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~~O rES:
1. PfC,,;'~-e Tvokd Jdnts At D~tu(,,;.t's \4ut.,;hin9ihe 'Mdth.
Ar:tO PIQte E;.-.piJtl$i<.Jf'"t ,Joints At Orl'y(.,",O)'8.
2. If SUtT,e Ph)'5kal Ot..l1truction E7_~t, 'j'dliGh PI e~tls
nle Placing Of Si~("c:ks As Shewn, Contoct nle
En~r1(:>3fin9 D!V'~on tor AJ{"rnote LL"l,;rJti~.
3. ','{Q~(.",n An<t OUI<< ~PQi..<jJ 1: 'Nill Nvt De F'lJfmit},~d
tn SkkWiclks Or Dr"'!""i.wcys..
4. No Coc.rllnlJs Of lV\y Kind 'Hin lie ro::rmlUed On CQl')Ci de Skk,ftulks Or
Dr~.;(.cJ'S '/ttUh..'Ut $,,~ifie 1',p.,rc'Yol Ofn-,e City Er~irl(-.:r.
5. /IJl ConCi ~t., Shoji C. 30[l'O ~si :v.in. " ~8 0(1;,'5.
6. Cvn<;j ~{e: Suriau~' to IJ. Uyht Broom f1nit:>h.
7. COflGlele Or{\o<....cy C()(I1Jw<.:ti'.;)n 'jf'KIH tie 6- U,lo:-;k fI 6)(6/10x10 'N.'N,F..
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SQck of Curb
SECTION B-B
8. RiJn'~. $flull He'...e a rud~e SurfQ<.e. TGrlu. ed to c
C''1'th Not ucc..-&n9 1/8- by uee of Twl'p Qr rur.dr
[n Conform'-.Jl'K:e "ith I\"QLll4 >$r'<Jllta (.)f FOOT
Roadway '.J!ld Troifie o~r9n St'$d;ds, DQtuil Joe4
Of l~0~t re<.tJllt i,k.difi<.,utiohS.
1/~6
~ CITY OF CLEARWATER. FLORIDA
ENGINEERlt-JG DEPARTMENT
l"lb:1' flY TYPICAL SIDEWALK 1 ~~
. ';,€Ct<ED ff( CONSTRUCTION AND ''->EX. ,.c.
,011 T,C.J, RAI~P DETAIL ll>9
,:.I1P, UE::.!''';I~ED En' 1 :s: .3
C.M.H.
.:.JJ...-.d.1.,;:'
'1/&3
1"1..'-.ii:"<.::d C1.l<1t wt
''!Y.
~rt
...'5'~:...nJN
TOP OF SK:Mt..1ER ~
AT ELEV. 4,84
80T. ELEV 3.84-
"
NON TRAFFIC GRATE
ELEV. 4..34
8" ",ASONRY OR
APF'ROYED R.C, """"
F'REFAB
C;ONr~\CJL =3fttlJG rtH~
N.TS.
2'-11 3/16" I
I ,",3"x3"x5/16~
i~~~~B~
ro i~]D<C<k<~X~1
2 I.~. <k<!~.l.~.. k
!R~~~~~~
~
18 SPACES
\)3/16"y2. F8xS51/."
19 BARS ,
0) 1/4",6" F8x40'/"
STRAIGHT: 2"x3/16"
RETICUUNE: 1 1/4"x3/16'
FOOT INDEX #232
18" RCP
INY. ELEV. 1.5
r~';JIr;;\L r:li~;:: ~f'Oi?_Anr se rrING
N.T.S.
----- Fire Hydrant Assembly
(Typ. )
Distance Varies
,<-/~
l-
/valve
'~r
Box
I
I
. l / M,ch, J,;o\ v,",
JD.. .~'.
L~J~ \tlt(~~ '- R"l,,;o;~g J~;O\ (Typ,)
COMecting Piece w /integrally
cast Mech, Joint Gland on
one End-D.I. Rototable Mech,
Joint Gland on Other End,
NOTES:
1, All Fire Hydrants to have 5 1/4" Valve Seat.
2. See Index # 407 for J'Jck & Bore Details.
itCV. ON'E
r CieanolJt Plug
~<cr-
Cooo,,\, P,d 4" Y
Thick x l' - 6" Sq. J'
6" or 8"- 1/8
Plug
(See Note)
b__ n-
Sewer Main
CLEANOUT DETAIL
N.T,S.
,<C';.
Cbil:rt:
ONLY APPROVED
l
Kennedy Guardian No, K- 81 A
!v1uller Centl.Jrian No. A- 423
Ij,S, Pipe Metropolitan
.S
~
Box
,
'0
I
N
Topping Steeve & Valve
/ By City, Fee by
Owner or Contractor
Ii J
~it~tf~~t-
.r T " , .p """- Exist. Woter Main
OC3'~':i't1CJIIl
CITY Of CLEN\'.~ATER, FLORIDA
ENGINEERING DEPARTMENT
'''1i:V.~.ilY TYPICAL HYDRANT OS 1~ 9
C,lW<u) ilY SElTlNG LQC< ,;0.
TAPPING SLEEVE .Ie VALVE 402
',",Po ..','''''1El:> flY 8Y CITY 4 OF +
N
........
= I . 9 5/8"-1
=L~-<ZJ
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L~ 1
.
10 5/8"
9 7/8"
i
8"
~
13 1/2"
CLEANOUT PLUG DETAIL
N.T.S,
CITY OF CLEARWATER. FLORIDA
ENGiNEERING DEPARTMENT
ll('$'~...1CH
~~':".I."Hff(
A
C:€CKE]) O'f
'N.J.S,
".,FP. ':'P.i-'fc~. ff(
STANDARD
CLUIN OUT
Sanitary)
'lY
11 07 95
:"W{)(~
304
1 $1
~
TYPICAL
PVC WYE
~
S:\Nlr:\~~'( S~'l'J:::~~
CLE:\N~OlJr O~r:\IL
N.T.S
~~da~"X2_1 /2'xl /2'
4"x3/8.~
~ yo/'; ~ IINCHOR STUD
~~
GRAll f-FJJ~E 'N/SruO. STill
fWJ~E W/2 A"lCllOR SruDS
Pl:R SIDE - EQUAl CENTERS.
GAlVA"lIZE MTER FABRICATION
Vl
w
iX
~
NOTE:
1. CUT PIPE FLUSH
../INSDE FACE OF
"'AU.
2. t.ORTAR B01TOI~ TO
I/ATCH INVERT OF
OUtfALL PIPE.
.4U;~ :r;a
=30HJAf!) !.::;:t'A!.
CAST IRON RE.llCUlINE
GRATE, TRAFFIC TYPE
(H-20 LOADING)N/2 SIDED
GRATE SEAT
8" CONC.NALL
4000 PS I t:)
28 DAYS
#4 )6 r~12" O,C,E."'.
,
ro
1~IL~r Ot:f:\IL
N,T.S.
6" -
-I
12"
COlnpacted
El<lckfill
NOTES
'~"'.:......'Q'jJJY';:..'~';'..'
, ":"
:. >-
". . '.; '.. . ',' '<
"b ,'"
/~,..."
1 Trench bQckfilled in 9" compac:ted
layers. Dellsity taken every 300 ft.
2 Da~e may be '-"ploced with ,4spholtic
Con<.:rete 'With prior approvQI of
City Engineer.
3 On longitudincJI installation requiring
I'esuriacing full 'Width of paverni>nt.
finish b'Jse to match existing pavement
surfa<:e and prime. Then r'esuriQ~e as
directed by the City Enginoer.
~-
U,S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
IRON BODY FE.RRULE
\'1ITH BRASS SCREW PLUG
JONES PLUMB. CO, T466CSK
OR EQUAL
6" PVC
8" MIN. CONC,
ENCASEMENT
6" PVC 1/12 BEND
6" \"lYE
~ PLUG
NOTE:
ALUIv1INIJiv1 BARS @ 6' O,C.
6"x4" REDUCER
(IF REQUIRED)
18"~
TOP VIEN
D-:.,;~~. .....
s ..~--"~'""'-- r. .4 T.: 1,
-... ~
SADDLE~~;:.~ .~"~,~4T4"
6x6, 10x10 \'V.W,M. 6IW:
#4 BAR M3000 PSI
CONCRETE
SIDE VIEW
\~,un~n.EO E~IO SEGrlON O~r:-\IL
N.T.S.
Finish To Existing Su,iJ<:e With
PC III Asphaltic Concrete
CornpQded Dase - Thickness of OriginQI + 2"
I~inirnurn Thi<.:kMSS 8"
- Undi~brted Tr'en<:h Side
FF
r-
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
'''''i%~~ flY STREET REPUlCEMENT i"i0.
C"ECKEl) ~ FOR UTILITY AND '<:lEX <<0.
GLB. DRAiNAGE CUTS 105
,~Jp. DE::.f:~.i)'( 1 or 1
i{(V,
~l1: l~i:i-';t-JN
NOTE: Cleanout plJ.Jg to be
U.S. Foundry 7621
or equal.
r--F
~ /1\"1', : ..';" ':: :. :f'''Y -.1; " .', ),~ ~.
T'rllS DRP:Ni~G IS~ INSTRliIAENTOFS1:RVICE AND SHAlL RW,AIN THE PROF'ERTY OF THE
ENGINEER.AND'!?r1ALL NOt_~E REPRODIJCED, PUBUSHED OR USED IN iffl WAY WITHOUT
HIE CONSENt O~j~~~.,~,~R' ',:;.\.; (\)COPYRIGHT 2001 NOT :UBUSHED
,'I, .'.."'."\"l;s'R.. 'i,:,..:). ~I' C{' , ~ ')n'J~
>; 'ti. ,,'~" ,. J 1 ~
~:: i~/~~i rt.~' ,I i~~"'''~~~~' ~\(..,~,;~~~" ..~
"', it: M:\. liMa. f~. 11::,' i> ):, .JHi31
fjo~iES O~"THESE PLANS -ARE.. NOT VAliD UNLESS
"tM8I)SS~D \~l1f1 THE SIGNiNI,)~I,~,~9i~fE1J'S .?EAL
;,. j....OI..,....,..-.I'.'. il>'~' ,J :'" ..,..
GR,""DE . .
, ~. ,,~v~,~~-~u.~V'~~V~~"~0~
;;;; ~ WATER MAiN OR
STORM DRAiN
q
!
18" MIN. VERTICAL CLEAPANCE
I
(D
GRADE . "
-r~~~~;'~~~K~"\:(N~
, z' 10' 10'---1
(0 -" -- .~ I
'"' ~ WATER IMlN OR ," ,
t 'STORI~ DRAiN $= D.I.P. IS USED IN PlACE OF P.v.C,
- -' FOR A !-AIN. OF 10' EACH WAY
r - (+ - FROlvi 'l OF WATER MAiNNHEN
I THE VERTICAL CLEARANCE BETWEEN
-, 'NAlIR & SfNER I-AAlNS IS 18" OR LESS,
18" OR MOr VERTICAL CL I
r%}-- -q-
P.V,C. OR V,C.P. NOTE
SAN. SEWER GRAVITY' !-AAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED.
GRADE
'V~~y~::;~~~-v 0'.0.~~~~
~D ~
,",:::2;
V WATER I-AAiN
-Err I. 10' MIN. >-
HORIZONTAL CLEA. RA::ICE -I .'_
STORM SEWER +
OR SAN. SE\VE.R
GRAVITY MAIN
VEr~flCAL CLEAr~ANCE
HOI~IZON TAL CLEARANCE
'J'I:\-r~l~ ~'jl:\I~1 ,?( s:\~nr :\I~'(
~~"'J:::'-) (..... ::::= '\'-I~.\~IC:::=~
"J~.. .:.........-I~ :..I~~r !.T. .'.J...:.-a'J
N.T.S,
2' LEVEL
I SHOULDER t
r' SOD -.
MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LEVEL
VARIES (SEE PLAN) _t.SHOULDER-i
SLOPE 1/4" PER FOOT; ~ SOD
14" I....
~-
: "~'<'-',
--1
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.C"
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION ,JOINTS
@ 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
("'("\~I{"''-l,-A- r----
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No. Dote Descri tion
1\112/16/02
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r---------- TO prE N nON ------------____~
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t: ~----------- ~~.5
--------- ----------
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7 '1 J ~ Q -. ---- , f\ ~ ------------------
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EX
---- WOOD
Doc 1/ ------
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--- --------------
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SEAWAINC,.J
--L
REBUI
pEAD ~_ EX,
-,ONF1/C'r-N IN
NEW POOCW/
---
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tNCE-
GENERAL IRFZIGATION N()TES
--t
!
,
-------
---.....
-- -----------~, 8 ('
~---~~
8b--O(Jn~5 .. ~,,--
- -_ ____---'- It"" 12 oiJ~~~'\ - ~"\~. - - -
--_____------ __ 5~S~ -, -------0;---- ._____' (Jr.-Crf fj-5~~_ _ .. ~
-- --___ e'f3:~N--::::----.-- ' - II~' ~ '05J ~-.. "- _
----------- ..____~------.--- .1 (j ~18 ~-O--A----,- '/ (P )-1' ~s(r~-l-- /. ~-;:-T'---
---- ------_ t)i;SW(-------- - .J. ( (~A------
?-'~-(~-.....--=~~------~-, F) & ~ji,s~-- I . I v / ) ---.-----_______
v - -' [J N C ----=-------- ----'--------- ----
ISI13lJ..-IT " -' I C] [J T T F=';-------~---- ----___
R 0 A}) 11 , Y 1 R fA l\ T --1\ ----____ -----.--__
!:"\ .. vv 11 y ']' . J. 'I a I P F ------. --- '-.
\~------- 36 ' " RAFPlC" ~ "OR- -----:-::::..:1:2.--___
-~<~____ _ 6 ~~~~/f--I AL r PA V );(FrrES R___/--------------.;--: _=--c~. --________
-. ---- -- __ __ \ G f-- f T-- [ M F- - R 0 --------------- ----------
------_______9 F--- WA y- N r C) ------------~_~_
--- tv)
-- -~--
-------.._,----
-.---
---
------
VI ------.-........--.----
SI13I[ I'l~\/ -----
..- I TRIANO ----..
ROADW.l1~..-,]I;~FOR
HAPPle
01 (C)
E-( C)
I . Repair or Insta!1 a new automatic Irrigation system to provide 100% coverage of all landscape areas.
2 Shrub risers shall only be used in redges or mass plantings. R,sers shall not extend more than 2" above the
lfistalled ~elght of the plant. A!I risers shail be schedule 40 pipe, painted black. In no case shall shrub risers be
Irstalled adjacent to vvalhvays, driveways or other areas Alhere they may be damaged.
3. All heads Installed In p'anting areas along walls, dr:ves and parKing lots shall be 12" pCp-l.>p fixed spray
heads. All, heads shall be Installed 'Nlth the top of the spray body flush w,th finish g~ade. AH g~ourdcover areas
shall be Irrigated Wlt1 12' pDp-UP t1xed spray heads and extenslo"s as reC\ulred.
4. Ali sodded areas shall be irrigated With 4" poo-up spray heads or pop-up gear driven heads u:1!ess
ctherw',se <;,peClf: ed.
5, Pipe, valves and other Irrigation eC\ufment may be shown in drives, walks or buildings for clarity only. Install
all valves and other eC\ulpment Ir landscape beds for best accessibility a:1d concea:rne1t.
G. Valves shall be l'1stalted In a manifold Within a valve :,ox of suffiCient size to serV'lce all valves Within the box.
Valve box shal.1 be (ree from any debriS which may cover valves, Provide a 3" depth gravel S\Jrnp at the bottom of
the va:ve pit.
7. All Irrigation eC\uip11ent and installation tecnnlC\ues sr:all Meet federal, state and local codes, regulations and
ordinances.
8. All gear driVen heads and all heads along walks, curbs, dnves and parhlg areas shall be Installed on ftexlble
polyethylere SWing jOI:,tS,
9. Gear driven heads and fixed spray heads shall be Insta:led on separate zoneswnere possible. Preopltatlon
rates and head type should be compatible Within each zor.e.
I O. Gea~ driven heads shall not be Installed In shrub areas or be Installed on nsers wi-,ere possble.
I I. Controlle~ shall be mounted as shown on plan
I 2. All sleeves s1a:1 be schedule 40 pipe Installed a minimum of 14" be:O,N grade. S:eeves shall be used only
to Instal11aterallrrlgatlol" 1.lnes through. Sleeves s1a,1 not be used as a r1et10d to convey \Vater through the
system.
13. Adjust all heads to provide llaXltnurn coverage and effiCiency and tT1in'li'Ze overthrow. Irrigation heads shal,l
not spray over walks, drives or any other non-wr:gated areas.
14. EC\Jlpment shall be llanufactured by, "Tord', "R.3lnblrd" or 'Hunter" or as other\vlse stated on the plans.
/ 5. Contractor shall field ver-fy water source to deliver t1e :?roper pressure, pounds per square ,nch (PSI) and
\vater floN, gallons per 111nute (GPM) as required by t~e Irrigation system. Notify the Landscape Architect If there
15 any discrepancy.
I G. All permits reo,Ulred fe, Installation shall be prOVided by the cortractor.
/7. Refer to the Landscape Pians when :ocatng al,! Irrigation eC1,U!prne'1t. Allow all'lple room near Irrigation
eC\uprnent for the proper Installation of trees, shr'Jbs and other work shown on drawll1gs to be Installed.
18, All wires shall be Instal'ed In wire sleeves.
/ 9. CO!1tractor shall ,e re:,ponsl,le for all Items on the plan and irrigation speCification,
20. Contractor shalllnstru:t the owner on the full operation and maintenance of the Ir'ngatlon system.
2 I. Cocrtractor shall ':;e re:'f/onsi':;'e for all final repairs or adjustments :0 prOVide proper coverage to all
!andscaoe areas.
22. A!I C\uestlons iegard,ng Irrlgatlo" spedlcatlo"s shall be directed to the ~andscape Architect at (727)
787-2840.
--,
PIPE SIZING Cr1ART
0-5 GP'M 1/2' P\iC P'PE
G- I 0 GPM 3/4' pve P,P:
11-15 GP'.A I' pve PiPE
I G-25 GPM I 1/4" pve PIPE
2G- 35 GPM I 1/2" pve PIPE
3G,50 GPM 2' P\/C PiPE
50+ G"~.A 2 1/2" pve PIP:
/
/
I
~""
t 2~(
pvc ~terJI Ilr,e p',oe PvC f ttJrg
f\ IRR'GATIO~~ SPRAY r1EAD DETAIL
-0
IRRIGATION LEGEND
SY"T\boI5::>edlca';,01
,) 5F,B Taro 5 <'.3d,'u:' :"'JII Crcle B'Jbb;er
.') S "_B T oro 5' I<'~'d'u<; Hal CI'c~e Bubbler
) 50.6 T ora 5' l<'.3d'u<; OUJ,ier C,rcle Bul/bler
) 5C5T-5 Toro 5' R.3dl'J5 Certer S~r'p Bvl/b~ec
o IOf Toro I 0' P..3d'U5 Full C!Ccie Sorayt,eJd
0,1)'10 Tore 10' R.3d,U5 Theee Quarter C,rc:e SprJy~eJd
[1' OH Tore! 0' RJd'J5 r'alf C'cle Speayhead
0' 00 10re 10" R.3dIJS QJJ,-ter C,'C e ='praytedC:
0' 5 F Taro I 5' R.3d'U5 Ful C,'c:e 5prayl-ead
015TQ Toro 15' R.3d'U5 Three QUJrt~r C,rc'e Sprayhe,;d
015H "'oro 15' RJdlU5 Half Circle SprJy'-,ead
0150 Toro 15' R.JdIU5 OJ_rier C,rcle :)Orayt.ead
615ES'" Toro E-d S'_rp Sprayhead
615SST T ora Side SV'p 5o-ayhead
615C5T "'oro Cerlter 5V,p 5prayhead
() 1.25F Hunter Full Circle Gear Dr,ven ~ead G CPt\!.
o 1- 25ADJ HJ1ter AdJu<;ta"le R.JdJ<; Ge;,r Dr'ven ~eJd 3 (.PM
.;) 1-25 11u1ter AdJ.!f J',I R.Jd'J5 Gear D"ver Head. Ate,nate
> I Gate Valve
F'Ol'-,JF' ge..r d~i'd::l1 -
:"P"'..lY h~Jd
l '[, I e' poly ~c, PIP<!:
NC ""'fF
~-=t- L PVC .l<!:,. I"e p'p<!: ~
f\ IRRIGATION GEAR DRIVEN r1EAD DETAIL
-0
.,1....1 I.'.
e
~
(8
[]
\^later Source - <'.ecl.lr'1ed water f eld
venfy S01Jrce locatiO"
:::000-'_'0 f',>.ed 'jrJ"'ay h.e.ad
1 r,(I.,,'um d<!:pto
L .'.:~." 1 n 5\:.:1 1 1 s:te\e~ ur"oer JI,1 pJ\~d Jr~d~
(~ -",:<!:"o' lore :",e~
E :n~~11 5:ce'ie~ ur1Jer ..II !:'~yeJ are..s
, ~ylil'nllrl.e o,olr,'3 (~~,.ed,,:.e 40 ~VC)
C~.~ ~.em":e corVol ....I,<!: """ e~ ~o '''' 1I"t.lied und", "..,nl,,,,,
S~CU' ~ tc :1"'Jlrl!r,e Jt B' In~~rvJl!l 'N,th WJt~''Prc:xft
':~Y'e \.I,."'-Jpo;.-ed 4 t f1le~ JI'Ou"'d p'ye ,}~ e,3('\oo ioc..~IOII'\
Low vo'ene v~dergrou1d dr,,,, II"r;ga~101
"1lnn1Um dtf:~
E'ectr,c '(emo:e Cont-ol Scrubber
Valve - 2"
T ora So'd State Dual progr~m Cortroller
Cia~s I GO P.V.c. l.JterJI !.Jre (ITJ". flow S 'eeVsec)
V.IIl L,.,e - Scll. 40 I 5" PVC p'pe
(ma~ flow 5 fee'Jsec)
(\ IRRIGATION PIPE DEPTH DETAIL
-\..J
.; 'I. -.': rl tJ 0 '/
I . ~ J ~J 1. J
;... _..I -'. 1Il ~
o 5' 10'
1,1 .! t
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, COPLEY DESi(j~tA.SSOCT^TES, l~C. ,
Lf\NDSC1\PE
A l~ C II I TEe T S
1666 Laney Drive
Palm Harbor, Florida 31683
Phone 721 781-2840
Fax 721785-4017
Landscape Architecture
Site PlarUling
ConstIuctioll Management
~. ..' . JOB NO, 211}1a J
~ 'U{~EI }
---~ ~...
,
A-~~72? c
- - 90 Cf
06" [(P) ./10 122
~--::~ 95 (P) 1 -
-----------___ C B:~::: S 7 r . 2 3 0 1 (C)
10lct ~ -~ 1 2'[' c:: ./
. . 2 =r6ab~g~~31~~ ~- ,] 6 [-(C)
c . t. as no ted- f2.tl ~ 11-----...._
1 5' ----f--=-
S"L- CON('" J
I 2-l-~ ' cA WALt -/.~~
!Jr~~U/Lr EX. -
CONFL/~J-N IN
NEW POO W/
L
1 Oleander
5 gal., 30" ht. x 30" spr.
Washmgton'a Palm'
C.t. as noted on plan
1,5' Cn
,:;CAI ~ANC,
W - LL--\
:;~,=.~'"--------
-'- --- -----..
--- ~:.-::::::.:::::::::::::::~~-::=------------ \.
>.._-====:::::::---=----~ \-
-----:::::.::--- -------
-----"---- ------
---~._~-------
----~~~--=;.-------.
EX
~ WOOD
11- DOCkS~-~
28' 2 j Cabbage Palm 2 '
,0 c.t. as roted on Plat
EX
WOOD
DOCk,S
-~--------
------- ---------.
----.._- ------
-~------:~:.~~-
--- -=::-.------
---- ----.
--------. --------
I 2 ~ [)-Q1jgJ"Jl:t{~UP<f3-_
.3 gal., 24Trl1t:=:X::2~F:_
4
~ Bougainvillea
.3 gal., 24'1 ht. X 24" spr.
2
j Cabbage Palrn
1 C.t. as roted on plan
I Dwarf O!earder
I .3 gal., 18" ht. x 18" spr.
12
G
Var. Shell GmC1er
7 gal., 30'1 ht. X 30'1 spr.
2
Washmgtonla Palm
C.t. as noted on plan
80
Dwarf Confederate Jasmine /\.
I gal., G" ht. x 12" spr. .2: Q\
Seagrape ,>-/ \-;
3 gal., 48" ht. x 24" spr. In c)
C:? C:)
C~ c)
nJ 0.-)
'C-.- -1 'C---i
15' c,t.
4G
Lor
BLOCk 1,~"
L.J L~J
~ ~
3
~~
!}- C~
" ~-----
"
3
4
o
3
Cnnurn Lily
30" ht. x .30" spr.
-.-,-_~ ~----t I rdlan Haw~~orn
A. ---3--'1i?L.: 'G ht. x
S P 1-1 A L T ---- --------
PAI?kINC
VISl13 I ,-
Ro It Ll ry T'R.
. D~Vi\ Y Tn D\l'v<JLE F
l\AFFIC OR
GENERAL LANDSC~APE NC)TES
(~ 1 '"..-... '-
~- ~ i\' (~.il'
~ -.1 . .' !.~.,-
c, .' ~1 t>~--
rIANOc)~{t~7~
I . All plant matenals shall be Flonda # I or better and I:-,stalled to highest nurser)' standards. Plants shall be
healtny, free of pest and disease,
2. All plants shall be container grown except as noted on plan.
3, AI! palms and trees shall have straight trunks With no tvVlstS, knotting or other defective charactenstlcs.
4, Mulch shall be 100% Pine Bark, Instal!ed to a minimum thickness of 2'.
5, Sod shall be 95% ,veed free St, Augusttre 'F'oratam", 'nstal:ed w,.th tight Jo'nts.
G. All dl'T1enslons shal,1 be field checled by the Landscape Contractor prior to construction With any
dlscrepar"Cles reported to the Landscape Architect.
7. All rl1ate~lals shall be as speCified on the plans. If materials, iabor or llistallatlon techniques do not adhere
to t1e spedlcatlons, they 1.1/'11 be rejected by the Landscape Architect With specikd matenals and Instal!atlon
carned out by the Landscape Contractor at no additional cost.
8. No %bsttutlons of r1atenals or changes to the draWings or speCifications shall be made.
9. All reCl,lJIred perrrilts are to be provided by the Installing cortractor unless speCifically stated otherWise In
the speCIfications.
10. Contractor identification signs shall not be allowed on the proJect.
I I. Contractor shall be responsible for all items as shovvn or descnbed on thiS plan and speCifications.
I 2. All proposed landscape and sod areas cOt1talr1;ng turf or weeds shall be treated wth "Round-up" per
manufacturer's specifications.
13. Landscape Contrac~or shall prOVide all necessary site preparation reqUired to ready U'le site for planttng as
specif,ed.
I 4. The landscape Co~tractor shall warranty and guarantee all matenals and labor for a perIOd of 90 days for
shrubs and groundcover, palms and trees. Warranty and guara'1tee period shall begin upon date of completlor1.
I 5. All repairs and/or replacerr.e!'its shall be made by the Landscape Contractor Within 10 working days upon
not,flcatIO'1 of any deflc,encles by the owner or thm representative.
I b. All questions regarding the Landscape Plans and Sped!Catlons shall be directed to the Landscape
ArC11tect at (727) 787-?840.
FERfILIZATIC)N
Shrubs and Trees
Ail trees and shrubs shall be fertilized With "Agr'for:ll" 20- I 5-5 planting tablets at tlrre of planting and prior to
Installation of pant pit 'oackflll. Tablets shall be placed un'for:T1!y around t~e root :;all at a depth that,s between
the l11iddle and 'DOttO'li of the root ball.
Application Rate:
I Gal:o:; Cont,lIner:
3 Gallon Co:-,tal'ier:
5 Gallon Contal'1er:
7 Gallon Contal'1er:
Trees:
I - 2 I gram tablet
? - 2 I gra:li tablets
3 - 2 I grarr1 tablets
4 - 2 I grarr1 tablets
3 tablets per each 1/2" caliper of trur-:~
3
Groundcover Areas
Al.I groundcover areas sh(~!1 receive fertil'zatlon With "Oz'llocote' t''lle release ferU,zer per manufacturer's
specikatlons,
2
-~~~~
Washmgton!a Palm
c.t. as noted on plan
I x4 pt rails
2x4 pt post
.
48" I"'e!g~.r-
24" Dept:- t=
-Ex~t!1g g-ade
o fREE PROTECflON DErAIL
80
47
t. Dwarf Confederate Jasrnlne
I gal., G" ht. x 12" spr.
~ Seagrape
3 gal., 48" ht. x 24" spr.
I Washlngtonla Palm
1-' ~V 1 c. t. as noted on plan
F-E- 0 (! I)
3- N ct ICnnurn Lily
r 30" ht. x .30'1 spr.
4' wood fence
'.-------
-----"0_-
.--....'.-------- -----
---....
'----
----._-
~~--,--
-
---.--------
14
I 2" le1glh red
p!asbc flag
I ~, r .,-
EXlst.ng 1..t-ve
:,od
I I ndlan r1aw:;~orn
1 3 gal., I b ht. x I (;" spr.
() TREE PLANTING DETAIL
Lantana
I gal., I Oil ht. x I 41l spr.
Plant ~;1aterlals Schedule
GO
1 gal.,
---'-~1
------- --~--------------
-----------__. ________ [7]
W A --------- -1---~
M FrT!~ R~7-----:--';c::
- -R 0
30 I Purple Lantana C)
1 , gal., '0" ht. x '4" spr'f:v)
.------
-------
---- ----------.-------
---------------------- --------.
--------------.
Code
ALS
BOU
CA
CU
LAC
LAM
NO
NOP
NOS
RI
SP
TJN
TJN
WR
ZFU
~\y '-
(3
t~)
'. )........ .'." ..... ..... 3.... . . .......Red Oleander Standards ------____
'( . Z)'Zt-",7-8 ht, x 4 spr, full --~'-__________,
., '>-,;, 1__--' .,'i.-' '~""" .0---.,
I c'' .... . _ ....
. "/' ,
/1
-----.-
---
----
-- ---...-------.--.
-----------
\lIS/]3 I[I'r y -.-----------.--_____
., T .----
RO}g~!"GLl~ POb
~v i1 Y '[ J.\
1?AI1?IC
-I'-~--,/ll'.....
,':.. " ""~-
..' I.
Botanical Name
Alplr1la zerurnbet "varlegata"
Bougainvillea spp.
Cr;num aSlatlcum
Coccoloba uVlfera
Lanatna camera
Lantana nlOntevldensls
Nenum oleander
Nenum oleander "dwarf plnk'l
Nenum oleander standard
Raphtolepls indica
Sabal Palmetto
T rache!osperrnum aSlatlcum "mlnlrna"
Galphlrnla glauca
Washlngtonla robusta
Zarnla furfuracea
Common Name
Var. Shell Ginger
Bougainvillea
Cnnum Lily
Sea Grape
Yellow Lantana
Purple Lantana
Oleander
Dwarf Pink Oleander
free Form Oleander
Irdlan Hawthorn
Cabbage Palm
Dwarf Confederate Jasmine
fhryallls
Washlr1gtonla Palm
Cardboard Palm
SpeCification
7 gal., 30" x 301
.3 gal., 24" x 24"
7 gal., .30" x 30"
3 gal., 48" x 24"
I gal., 12" ht. x /2" spr.
I gal., 12" ht. X /2" spr.
5 gal., 48" ht. x 24" spr.
.3 gal., 24" ht. x 24" spr.
7 -81 ht. X 41 spr.
3gal., 18'lht.x 18"spr.
C.T. as noted on plan
I gal., G"ht.x I 2" spr.
3 gal" 30" ht. x .30" spr.
C. T. as noted on plan
10 gal., 3G" ht. x 3G" spr.
o Sr1RUB PLANTING DETAIL
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1666 Laney Drive
Palm H31bor, Florida 34683
Phone 721 787-2840
Fax 72'7 785.4017
Landscape Architecture
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FCM = FOUND CONCRETE MOi".JUMENT
FCIR = FOUND C A,PPE D IRON RCD
FPIP = FrJUND PINCHED IRON PIPE
PC = POINT OF CURVATURE
PCP PERMANEr'H CONTROL POINT
CB = CHORD BEARING
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LEGAL DESCRIPTICN:
A PARCEL OF LANe LYING IN SECTION 8. TOWNSHIP 29 SOUTH.
RANGE 15 EAST. PINELLAS COUNTY. FLORIDA. BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
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i_OTS 9 AND 1 O. EI_OCK /1 A 1/ OF IIBAYS I DE SUBD I V I S I m.J No. 5 il.
ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT
BOOK 38. PAGES 38-39. OF THE PUBLIC RECORDS OF PINELLAS
COUNTY. FLORIDA.
CONTAINING 0.335 ACRES MORE OR LESS.
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1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOTS 19
AND 20. BLOCK I/AI/. ACCORDING TO THE MAP OR PLAT THEREOF.
HAVING A BEARING OF NORTH 70018'061/ 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 I MPROVEMuns. I F ANY. NOT L OCA TED.
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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674 BAY WAY BOULEVARD NORTH
CLE/-\F~W ATEr~. PIi'JELLAS COUNTY. FLOr~IDA
l,(L~_Elr.r tl~ S"'l\.f~U_B S(Jlt~/E'Ylr.r(J, INC':.
1011 LEMOi'J STF~EET EAST
TARPON SPRINGS. FLORIDA 34689
OFFICE: 727-934-4888 FAX: 727-934-7659
PROFESSIONAL SURVEYORS AND MAPPERS
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99107
55
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