FLD02-04-10/FLD02-04-10A
FLD 02-04-1 0
FLD 02-04-10A
DENNY'S
RESTAURANT
2551 HARNBLVD
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40' RIGHT-Qf- WA Y EASEMENT
(O,R. BOOK 3902, PAGE 975)
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! Lot 1, BRADFORD courn, accordincj to the plat thereof os recorded in
Plat Book 111, Poges 21 ond 22, of the Public Records of Pinellos
County, Florido,
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DESCRIP TION:
A parcel of lond lying within Section 19, TO'Nnship 29 South, r~onge 16
ErJst, Pinellos County, Florido, beinC] more porticulorly described os
follows:
From the Southeost corner of the NE 1/4 of Section 19, Township 29
South, Ronrje 16 East, run N89'29'1.3"W, along the Eost- West
centerline of soid Section 19, 430,00 feet for 0 Point Of Beginninrj;
thence continue N89'29'13"W, on the smrle line, 170.00 feet; thence
run NOO'S2'2S"E porollel to the Westerly riCjht-of-woy of U.S.
Hirjh\'1oy 19, 260.00 feet; thence run S89'29'15"E, olonrj the Southerly
line of the right-of-woy of Harn Boulevard, 170.00 feet;
, thence run SOO'S2'2S"W, 260.00 feet to the Point Of Beqinning, lying
ond being situote in Pinellos County, Florido
LESS AND EXCEPT the North 11S.00 feet of the Eost 100.00 feet
I thereof.
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Subject to 0 Sonitory Sewer Eosement over th Southerly S.OO feet
thereof; ond subject to 0 Utility Eosement to Florido Power
Corporotion over the Southerly 10,00 feet thereof; ond together with
on Eosement of Inrjress ond Egress to the North side thereof from U.S.
Hirjhwoy 19 over the proposed right-of-way of Hmn Boulevord.
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Ie. . MDR MHDR .- ~K. O.K. -
lONING:
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LAND USE:
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O.K.
O.K.
USAGE:
MULTlrAMILY
TOWt~ HOMES
187,627 s.r.
~..31 ACRES
~5,'353 s.r.
0.25
'31,'306 s.r.
!-AU LTI r At.A I L Y
TOWN HOMES
O.K.
O.K.
VACANT
52,700 s,r.
0.15 ACRES
VACANT
1 a7,627 s.r.
~.31 ACt.(ES
o S.F.
o s.r.
.52,100 S.F.
0.15 ACRES
15,188 s.r.
0.52
50,'376 S.F.
0.50
0.60
SAME
SAME
Lor AREA:
BUILDING COVE~~AGE:
(S.F. .!! % OF GROSS SITE)
GROSS FLoor~ AREA (S.F.):
F.A.~~.:
o S.F.
o S.F.
FROtH:
20'
25'
25'
N/A
N/A
N/A
tVA
tVA
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5'
10'
15'
SETI3ACKS:
SIDE:
12'
10'
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DENSITY
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32'
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HEIGHr:
PAVED VEHICUL.-\R USE Ar~EA:
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IMPEr~Vlous SURFACE RATIO:
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OPEN SPACE:
(S.F. Be ;" OF' GROSS SirE)
PARKING LOT INlERIOR LANDSCAPING:
(S.F. .!! % OF V.U.A.)
N/A
N/A
4,682 S.F.
1 1. 'H%
2,421- s.r.
21.15%
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11, 1H S.F.
2,125 s.r
2,125 S.F
6..5~
20,629 S.F
20,629 S.F
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28,556 S.F.
0.18
8,155 s.r.
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'30,9H S.F.
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0.75
0.8.5
96.017 S.F.
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iC mANSFEt~ING 6 UNITS FROM PAt~CEL 2 TO PA~~f:L1
u Pt~OPOSED PAVED VEHICULAR USE AREA DOES Nor INCLUDE EXISTING
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PARKING:
N/A
N/A
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PAVEMENT SOUTH OF DnmY'S ~-
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PAHKING CALCULATIONS: PARCEL {, fir} U)ITS': 1.5 SPACES/UNIT (1~3i )
PARCEL 2~J.6.-/UNITS {iJ 1.5 SPACES/UNIT::: 21/
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n-1E CONSOli OF Tl It' ENGL~~tR.' . :.~ 'l jj',:. (l;>CpVYflICHT 200' I.oT P\JUlJSl-:U>
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1. ALL DESIGN AND CONSTRUCTION OF THIS pr~OJECT SHALL CONFOHM
TO THE Clf'( OF CLEARWATEr~, FLORIDA D.O.r. AND SWFWMD STANDAr~DS
SPECIFICATIONS, lAND DEVELOPMENT, ZONING AND/OR RElATED ORDINANCES.
2. ALL ELEVATIONS Ar~E HEFEr~ENCED FHOM NAf10NAL GEODETIC
VERTICAL DATUM, 1929.
.3. THE CONTRACTOR SHALL NOTIFY ALL UTlLl1Y COMPANIES AT LEAST
48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR
SHALL "CALL SUNSHINE" 1-800-432-4Tl0 A MINIMUM OF 2 DA'yS
AND A MAXIMUM OF 5 DAYS Pf~lor~ TO THE STArH OF CONSTRUCTION,
4. ALL UNDERGROUND UT1L1T1ES MUST 8E INSTALLED 8EFOr~E BASE
AND WEARING SUHFACE Ar~E CONSTRUCTED. LOCATION OF EXISTING UTILITIES
Ar~E APpr~OXIMATE. CONTHACTOr~ SHALL CONFOr~M TO THE INTENT OF
THE PL~N. ANY r~EQUIRED CHANGES or~ AD,jUSTMENTS SH,~LL BE
APpr~OVED 8Y THE ENGINEEr~ BEFORE INSTALL'\.TION.
5. IT IS THE r~ESPONSIB1L1f'( OF THE CONfRACTOr~ TO USE WHATEVEr~
MEANS NECESSARY TO CONTROL AND pr~E.VENT Er~OSION AND TRANS-
POrH OF SEDIMENT TO SUHFACE DRJ\INS AND TO DITCHES OFFSITE
Dur~ING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL
NOTES FOR ADDITIONAL INFORMATION.
6. ALL PIPE LENGTHS ARE PLUS or~ MINUS. PIPE MEASUREMENTS Ar~E
CENTEr~ TO CENTEr~ OF STRUCTUr~ES OR FITTINGS. PIPE MEASURE-
MENTS For~ MITERED END SECTIONS ARE TO END OF PIPE.
7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE
NEW PAVEMENT is TO BE ADDED or~ EXISTING PAVEMENT TO BE ELIMINATED,
8. PAVEMENT IN THE pr~OPEr~ff SHALL CONSIST OF 1-1/2" ASPHALT fiPE S-,3
COMPACTED TO MIN. 95% THEOr~ETlCAL MAX. DENSlff, ON 6" L1MEROCK 8ASE
LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSlff, ON 12" SUB-BASE LBR
40 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSlff PER MSHTO T - 1130.
9. PAVEMENT IN CITY RO.W. SHALL CONSiST OF 2" ASPHALT fyPE S-1 COMPACTED TO
MIN. 95% THEor~ETICAL MAX. DENSlf't' ON 81t L1MEROCK BASE LBr~ 100 AND
COMPACTED TO MIN. 98% OF MAXIMUM DENSIfY', ON 12" SUB-BASE STABILIZED
TO 40 LBr~ AND COMPACTED TO MIN. 98% OF MAXIMUM DENSlff PER MSHTO T -180.
10, CONTRACTOR IS SOLELY RESPONSI8LE For~ CONSTRUCTION SAFEff.
SPECIAL pr~ECAUTlONS MAY BE r~Er)UIHED IN THE VICINIfY' OF
POWEr~ LINES AND on1Er~ UT1L1TIES.
11. ALL CONcr~ETE SHALL HAVE A MINIMUM SPECIFIED COMPr~ESSIVE
STRENGTH OF ..3,400 PSI (28 DAY ACCEPTANCE SmENGTH) UNLESS
OTHEr~WISE NOTED.
12. CONn~CTOr~ TO r~ESiORE ALL AREAS DISTUr~8ED BY HIS OPEr~A nON
TO THElr~ ORIGINAL or~ 8ETTEr~ CONDITION.
1 ,3. CONH~'\CTor~ SHALL VERIFY THE LOCATION AND ELEVATION OF ALL
UT1L1ff CONNECTION POINTS pr~lor~ TO THE STAr~T OF CONsmuc-
TlON AND SHALL IMMEDIATELY NOTlff THE ENGINEEr~ AND OWNEr~
OF ANY DISCREPANCIES FOUND.
14. NEV-I WATEi~ MAINS 4 " AND LM~GEi~ SHALL 8E PVC AND CONFor~M TO
AIAfNA C-900 STANDArms, UNLESS OTHEr~WISE NOTED. NEV-I WATEr~ MAINS
SMALLER THAN 4" DIAMETER SH~LL MEET WE HEQUIREMENTS OF
ASTM 02241 AND D1784' UNLESS OTHEr~WISE NOTED. ALL GATE
VALVES TO 8E r~ESILlENT SS'\T. ALL W,\TER SYSTEM MODIF1CATlONS
AND CONSTRUCTION SHALL BE IN ACCOHDA~KE WITH THE Clrf OF
CLEAr~WAlE.r~ WA1Er~ S'ySTEM STANDARDS AND SPECIFiCATIONS.
15. REiNFORCED CONCRETE PIPE IN THE PROPEr~f'( SHALL CONFORM
TO THE r~Er)UIREMENTS OF ASTM C-16, ClASS Ill, Wi'\LL "B"
UNLESS OTHEr~WISE NOTED.
16. AD.JUSTMENTS OF EXISTING Ir~LETS, ,jUNCnON BOXES, MANHOLE TOPS,
WATEr~ VALVES, W/\TER METEr~s, ETC., SHl\LL BE INCLUDED IN THE
CONmACTOR'S BID AND ~w ClAIM SHALL BE MADE AG,~INST THE
OWNER OR ENGINEEt~ FOR THESE ADJUSTMtJHS, IF [~EQUIRED.
, ,. ALL BACKFILL OVER ANY PIPE (STORM SE.V4Et~, SANITARY SEWEr~,
OR WATEr~LlNES) THAT IS INSTALLED UNDEr~ r~OADWAYS Ot~ WITHIN
THE EMBANKMENT OF THE ROADW,\Y, SHALL 8E COMPACTED IN
Accor~DANCE WITH F.D.O. r. STANDARD SPECIFICATIONS, SECTION
125-8...3, G~TEST EDITION.
18. UNLESS NOTED OTHE.r~WISE IN PlANS, SANITAr~Y SE'NEr~ PIPES SHALL
CONSIST OF POLYVINYL CHLOHIDE PIPE (PVC) CONFORMING TO ASTM
0-..30.34 AND 0-1784. THE PIPE SHALL BE SDR-,.35. JOINTS SHALL
8E BELL AND SPIGOT AS PER ASTM 0-..3212, USING FACTOI-~Y INSTALLED
FLEXIBLE EIASOMETRIC SEALS AS PEr~ ASfM F~4Tl.
19. THE CONTRAcror~ SHALL BE HESPONSI8LE FOR TESTING ALL
SANITARY SE."WER MAINS AND WATEr~ MAINS IN Accor~DANCE WITH
cur~r~ENT STANDAf~DS OF THE CIlY OF CLEARWATEr~ AND PINELIAS
COUNfY' PUBLIC HEALTH UNIT. CONTf~CTOr~ SHALL NOTIFY THE
CIfY' OF CLEAr"VATEr~ AND PINEUAS COUNfY' PUBLIC HEAUH UNIT
AND THE OWNER OR HIS AUTHor~'lED r~EPRESENTATlVE AT LEAST
48 HOURS IN ADVANCE OF PEr~FORMING TESTS.
20. THE CONTRACTor~ SHALL pr~OVIDE A CEr~T1FIED RECORD SURVEY, AT THE
COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL G'\ND
SUr~VEYOR THE r~ECORD SURVEY SHALL SHOW FINAL GRADES For~ RETENTION
BASIN(S), CONTROL smUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM
ELEVATIONS AND INVEr~TS. LOCATlONS OF ALL NEW UTILITIES INCLUDING THE
SANITAr~Y SEWER AND WATE:~ PIPING. THE cONmAcror~ SHALL pr~OVIDE nvo
COPIES OF THE CErUlF1ED i~ECORD SUr~vEY TO THE ENGINEEr~. fHE
AFor~EMENTIONED r~ECORD Sur~vEY SH,-\LL 8E SUFFICIENT ENOUGH IN DETAIL TO
BE ,'\.CCEPTABLE BY AGENCIES HAVING JUr~ISDICT10N THAT REQUlr~E CErUIF1CAT10N.
21. IN ADDITION TO rH~ r~fCor~D sur~VE:,(, n1~ CONHt.-\CTOR SHr'\LL Fur~NISH
COPlfS OF' lfSf r~fSULlS INDICATING ASPHALf fHICKNfSS AND DfNSlr1', L1MfROCK
8ASE L8r~, fi11CKNfSS AND COMPACTION TESTS, AND SUB-BASE COMPAcnON.
22. SITE CLS-\HING/STHIPPING: rdE INITIAL SITE PREPAr~flON SHALL CONSIST
OF CLEr-\r~ING fHE YfGETAflON 'NJrri n1Elr~ r~OOT SYSTEM AND THEN STRIPPING
THE SURFACE fOPSOIL m SroCKPILES For~ r~EI)SE. EXISTlNG ASPHALT PAVEMENT
SHALL BE STRIPPED AND HEMOVED Fr~OM fHE SITE For~ r~ECYCL1NG. EXISTING
L1MEROCK/SHELL SHALL f3E r~EMr)VED TO STOCKPILES For~ r~EUSE.
2..5. AFTER smlPPING AND ROUGH Grt.-\OING THE SIH!, THE EXPOSED
NEAr~-SUt~F'ACE SOIL BENEAfH n1E CONSTRUCflON Ar~EA, 12" MINIMUM
SHALL 8E COMPACTED TO DENSITIES EQUIVALENT TO 98~ OF' MODIFIED'
pr,ocror~, MAXIMUM orW DE~.SI1Y (,-\SlM D-1551).
24. ALL SODDING, SEEDiNr) AND MULCHING SHALL INCLUDE WATEr~ING
AND FErUIUlAl1m~ AND CONmACTOr~ SHALL 8E r~ESPONSIBLE FOR
MAINTAINING n1ESE Ar~EAS UP TO AND INCLUDING THE INITIAL
MOWI~~G,
25. THE CONH~cror~ PEr~fORMING lHENCH EXCAVM10N, IN E.Xr;~$S OF
FWE (5) FEET IN DEPTH, SHALL COMPLY ',\IlfH n~E e}CCUPAnONAL
SAFElY AND HEALTH ADM\NISTHAflON'S (OSHA) lHENCH EXCAVATlON
SAFElY STANDAr~DS, 29 C.F.r~., S.1926.650, SUBPArH P, INCLUDING
ALL SUBSEQUENT r~EV\SIONS or~ UPDATES TO THE STANDAHDS AS
ADOPTED BY n1E DEPArUMENT OF LABOr~ AND EMPLOYMENT
SECURIf'( (DLES).
25. ALL STor~M Sll~UCnJHES SHALL B~ c;r~C)1J1~D fr) n1r: 1N'~~Hf
ELE.VATlON(S) OF n1~ STORM PIPE(S).
STor~M PIPE SHALL BE SAW-CUT EVEN VVITH n1~ Sn~UCr1JI~E 'N,\LL(S).
Gr~OUT Ar~OUND PIPES For~ WATEl~ TIGHT AND SMO<)lH FINISH.
26. ALL PVC STOr~M PIPES SHALL COMPLY Wtn~ AW\VA C~!jl)O.
21. CONTRACTOR TO COor~DINATE THE POINTS OF CONNEC110N OF THE
UTILITIES WITH DIFFERENT SUBS. SITE CONTr~GTOI~ TO CONSmUGT THE
UNDEr~GROUND INFRASml)crur~Es i.o!. s..'\NITAr~Y SE.WER, STOr~M SEWEr~,
WATER LINES, Flr~E LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). n1E
PLUM81NG CONH~'\.CTor~ TO CONNECT AND MEET n1E iNVEiU ELEVATIONS
OF THE SAID UTILITiES. ANY UTlLlff \\lORK PERFORMED 'NITHIN 5' OF THE
BLDG. SHALL BE THE r~ESPONSI81L1f( OF n1E PLUMBING CONTrt\CTort
ALL Wor~K SHALL COMPLY WITH ALL APPLlCA8LE FEOEP".-\.L, STAlE, AND
LOCAL CODES, or~DINANCES AND r~EQUlr~EMENTS.
28. ALL SITE/CIVIL 'NOr~K SHALL BE PEHfOr~MED AND F1NISHED IN A Wor~KMANLlKE
MANNER TO COMPLETE SATISFACTION OF THE ENGINEEr~
IN Accor~DANCE VvlTH THE BEST r~ECOGNllED lft-\DE pr~CnCE.S,
29. DEVIATIONS FROM THESE PlANS AND SPECIFIC'\nONS Wtn10Uf CONSENT OF
THE ENGINEEr~ MAY BE CAUSE For~ fHE WORK TO 8E UNACCEPTABLE.
DEVIATIONS SHALL RECEIVE WI~ITfEN APpr~OVAL Fl~OM n1E ENGINEEr~
BEFor~E INSTALlATION.
50. ALL NECESSAf~Y PEr~MITS AND LICENSES SHALL BE OBTAINED AND PAID
8Y THE CONm^CTOr~.
..31. SIGNS, 8UFFEr~ WALLS e,( FENCES Ar~E SUBJECf Te) SE;';\l~".'\TE
SUBMITTAL(S) AND PEI~MlTflNG.
(}O~I:l(;IU(}(ION 1:1 ;:l(J~UO;\ O.(J.-(. ;1.fJ:,'/. N(J(!!:3
1. COMPACTION For~ PIPE BACKFILL SHALL COMPLY WITH
MSHTO T-99 (1001.)
2, ALL pr~OPOSED wor~K Musr COMPLY 'Nln~ F,D.O. T. INDEX 1<<)0,
..3. ALL r~IGHT -OF-WAY INSTA.LLATlONS SHALL COMPLY WItH 111E
STATE OF FLor~IDA UTILITIES ACCOMMODATIONS GU\OE.
4. ALL PROPOSED WOr~K SHALL COMPLY Vvlni e;I1"( 01"', r~L~\i<WAT€.i~
DEVELOPMENT Or~DINANCES AND MINIMUM TESl1Ne) fr~f:r}IJEN(;,(
r~EQIJIREMENTS.
5, SIGNS AND BAr~RIC,\OES TO BE ACCOi<D1Nej Te) ....,J).O.i, ~~\NIJ;\L
OF SAFE PRACTICES; REFEr~ENCE F.D.r). r. lNDf:<'~S e,)f) A~4"
PEr~ HOADWA'1' AND lHAFFtC DESIGN ST^NDAr~DS LArE$f
EDITlON.
e. MAINTENANCE OF H~".-\FfIG AND $..\FE1"f S~t.~LL e:r)M~I:( ',vnH INat<
62.3 AND 8E APPi~C)VfD BY flrJr~IDA !)of)f PIN~LLAS MAINTENANCE
OFrlCE PHIOr~ TO n~E COMMENCEMENT OF cm.sfrWCI10N.
1. SIDEWALKS Ar~E TI) 8E HECONSmUGtt:J) WlTHIN1HI~~~ (.j) 1),\"1S AF1Er~
HEMOVAL Nm SME PEOESmlAN mAFFIC is TO BE MA!NfAlN~D AT
ALL TIMES. WHEr~ EXISnNG SIDE'NALK is r~EM<<)V€.O, If IS 're) 8E
REMOVED TO THE NE;\HEST EXPANSION ,jOINT.
8. PL~CE EXPANSION JOINtS 'NHE.i~E 1-" AND is" SIOE.W~.LKS Ai3lJf Af OI<rJE'NA'lS.
9. SAw-cur EXISlING EDGE OF PAVEMI:.Hf PHIOi~ (c) i~tM()VAL Or cUlm.
1 O,DISlUH8ED Ar~EA 'NITHIN fHE r~IGHT -OF -WA'( SHALl. 8E COMPAGIED
TO 100:{ OF MAXIMUM DENSlff, r~ESTOr~ED TO Or~IGIN^L I~ONDIlIONS
AND SODDED,
, ,
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Oil;\I~I;\C)~:I() (~:3
1. THE r~ETENnON AREr'\. SHALL BE HOUG~~ Grt\DED pr<lf)R Ie) Cf)N~
SmUCTlON, WITH ALL STORM WATEr~ DI,~EC;TED TO Ir. AF1Et~
COMPLETION OF ALL WORK, I~EMOVE DEartlS AND SILrAnl)~~ FROM
TI1E BOTTOM OF THE HETENflON 8ASIN, F1NE Glt-\O~ n1E fIN,-\.L
1WO (2) INCHES AND SOD. CONH~".\(;fI)l~ TO MAINTAIN Tl1E SIDE
SLOPE r~EQUIRED AS SHOWN ON PIAN, AND NOTlF"f E.NGINEEr~ fOr~
AN INSPECTION pr~lor~ TO SODDING.
2. THE HETENTlON AREA SHALL 8E CONSTRUCTED EAr~L'f IN Tl-iE
CONSmUCnON PEr~IOD' TO MITIGATE ANY ^DVEHSt: WATEi~ r~IJANilrf
IN PAr~TS OFF SITE.
..3. AFlEr~ COMPLE110N Of THE PRe).jECT, rdE OWNEI~ WILL BE RESPC)N~
SIBLE FOR THE OPERATION AND MAINTENANCE OF n1E sTOr~MWArER
FACILITIES. ACTlONS INCLUDED SHALL 8E r~EGUL,.~~ MOWIN(~ OF n1E
BOTTOM AND SIDE SLOPES, PLUS PEr~IODIC INSPEGT10NS AND r~E~
MOVAL OF DE8r~IS, mASH, ETG, THAT '~AY aLoe\< tH~ ~Er~COL,.'\nON
OF THE STOHM WAfEr~.
~il(J:31():1 ;\':10 =3It( ~\(I():I (~():r(;l()!. ~:I(l(~:l
1. SEDIMENT Ht\PPINr) M~.ASl)r~ES: SEOIM~Nr ~"$IN~' ANO ir'A~$,
PEr~IMETE:~ BE.r~MS, f1UE:~ Ff:NCES, f3Et~MS, SE.DIMENf 3Ai~r~l!~r~11
VEGETATIVE i3I)FFEr~S AND r)n1Er~ M~$lJi~E1INl~'JD~"re)trt\f'
SE.DIMENT AND/or~. pr~E.'VENT fHE Ht-\NSr'e)r~tr)'. ~E"IIJ~~'tf)NTr)
A.DJACnH Pr~f)PEr~n~s, r)[~ iNfO E:X1:jl1Nr1 wM~;t' 3f)OI~7J. WJ~r
BE INSTALLED, r;f)N5H~U';fE!) Orl, I~~ni~ f~\-)~, ;}, \,~'J~fr\lN~
f3UFFEHS, pr~e)lEe~tn' Fr~OM D\Sl'Jr~e.'~~f~~. ,\1 ,\ I f'r'~r" :jft~, I~~
THE G-\NO AL1Ert'\nor~ ;"r~I)CE$S. SUr;H $'dtE~~~ ,iHAUJ.'!.J~ IhJLL'(
OPElt\TNE ANI) INSPEr)TEO fif T'Hg EN(~I~~Elit ;)~ff)I~~,}U/ fjn1EI~
DISl1jr~BM~C~ Of lHE SitE 8EC]IN~.t . ." '.,'.J 'J:~:,~,.. :~: '.~'I..
~:~i~'r:i.\ff!~t~~~~~;1;;~~~'~,~!~~;~ 'II " , ,
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'1... pr~OTECnON OF EXISflNG STOHM SEWER S'1S1EMS:
DUHING CONSmUCnON, ALL STORM SE'NER INLETS IN n1E
VICINlf( OF THE PRO.jECT SHALL BE pr~OTECTED BY SEDIMENT
H~APS SUCH AS SECUHED HAY B,~LES, SOD, STONE, ETC., 'NHICH
SHALL f3~ MAINTAINED AND MODIFIED AS HEr~Un~ED BY
Cr)NSlI~UCTlON P:~OGr~E$S, AND WHICH MUST 8E APPROVED BY fHE
ENCjINEE.r~ 8EFOHE INSTALIAr10N.
,3. SEDIMnHATlON 8ASIN: fHE CONfRACTOR SHALL BE HEr~Ulr~ED TO
pr~OHI8IT DISCHAr~GE OF SILT DUr~ING CONSmUCnON OF ANY HETENT10N
Ar~Er-\ ~ND SHALL BE REr.JUlr~ED TO CLEAN OUT THE r~EfENTlON
AR!:A BEfOHE INSTALLING ANY PEt~MANENT SU8or~IN PIPE. IN
ADDInON, PEI~MANENT r~ETENTlI)N AR!:A MUST BE TOTALLY CLEANED
OUT AND OPEr~'\.TE pr~OPEr~LY AT FINAL INSPECTION AND AT THE
END OF n1E WAr~RAN1Y PEr~IOD.
1-. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND
CHANNELS LEr-\DING FHOM n1E SITE SHALL 8E SODDED WITHIN
nmEE (.3) DA'lS OF EXCAVATION. ALL OTHEr~ INTEr~IOr~ SWALES,
ETC., INCLUDING r~ETENflON AREr'\. SHALL BE SODDED pr~IOI~ TO
ISSUANCE OF A CEr~nF1CME OF OCCUPANCY.
5. prWTECnON AND STA81ULAflON OF SOIL STOCKPILES: FILL
MA1Er~!AL STOCKPILES SHALL BE pr~OTECTED AT ALL TIMES 8'1'
ON-SITE Dr~AINAGE CONmOLS 'NHICH PI~EVENT Er~OSION OF THE
STOCKPILED MATERIAL. CONTROL OF OUST Ff~OM SUCH STOCKPILES
MAY BE r~EQUlr~ED, DEPENDING UPON THEIR LOCATION AND THE
EXPECfED LENGn~ OF flME THE STOCKPILES WILL 8E PRESENT.
IN NO CASE SHALL AN UNSfA81UZED STOCKPILE REMAIN AFlEr~
fEN ('\0) GALENDAr~ DA'1S.
6. MAINTE.NANCE: ALL EI~OSION AND SILTATION CONTROL DE.VICES
SHALL 8E CHECKED r~EGUlAr~LY BY THE CONTRACTOR, ESPECIALLY
AFTEr~ E.--\CH I~AINFALL AND SHALL BE CLEANED our AND/O!~ r~EPAIRED
AS r~E')UIRED.
"XI',::4'} C:') I ~;}
1. pr~lor~ TO CONSmUCllNG CONCRETE PAvn~ENT, rdE CON1RACTOR IS TO SUBMIT A
PROPOSED ,JOINTING PATfEHN TO THE OWNErrs ENGINEEr~ For~ APPROVAL.
2. niE. CONlit\CfOR IS TO PI~OV1DE A 1/2- PRE.FORMED 81fUMlNOUS EXPANSION JOINT
!,J,;\Tf..I~LI~L ',v11li Sf.r\LE.r~, AT ABun~ENT OF CONCI~ETE AND ANY STRUCTURE.
1 ,iLL PAllEMENT M,\RKINGS SHALL BE MADE wm~ lRAfF1C PAlNf IN ,\CCOI~DANCE
10 F1X1T STANOAHD SPECIF1CM10NS 911 ~12. PAlqKING STALL STRIPING
TO 3E 1-- \VIOE PAINTED WHITE smIPES.
t 111E C(NlHACfl)r~ is fI) INsr,~LL EX1F.A BASE !J,A1E:~lAL \VHEN niE DISTANCE
BEfNEW n1E PAVEMENT ELE'YAll0N AND THE TOP OF n1E PIPE OR BELL IS LESS
nt4J~ r{~l}ff:: (12) INCHES.
~. STAt~O,t;~1) INDEXES RE.fEl~ TO lHE lATEST EDmON OF mOT ~ROAD'NAY AND
1P.NF1C DESIGN STANDN~OS"
". i'AVE!.4UH IN 111E P:~OPE.Kff SHALL CONSIST OF 1 ~ 1 /2- ASPHALT,
lYP~ PG~.3, or~ 6- UME.r~f)f;K BA.SE COMPACTED TO 96;" OF'
~,AAXIM\!IA DE.NSlff, ON Sf,-\.BIUIE.D (LBI~ 1-0) SUB-BASE Cm.4PAC1ED TO 9a~ OF MAXI'~UM
DE.NSlll' PE.R MSHTO T-,aO.
I. Hf.AV'f DUff PAVf..!.4ENT IN P:~C)PERff Slt\LL CONSiST OF 2- ASP~t'lT fll'E $-1
ON ;3" WAEI~e)f;K BASE CO!.APAC 1 EI) TO Ga,'. OF MAXIMUM DENSI f1'
ON '2- fTPE a STA8IU~~1l0N (LBI~ 10) SUB-BASE AND COMPACTED TO 96:< OF MAXIMUM
DE.NSlYt' PE:~ MSHTO T-H~O
..,. !',\'vf].tr:.;H IN ll1E ltO.W. Slt\LL CONSIST Of' 6- ll11CK .5001) p,i CL-'\SS , CONCRETE
Ot~ SlM.31UlED (U31~ 40) SUf3-a\SE COMPACTED TO 9810 OF MAXIMU~,4 DENSllY
PE.:~ MSHfO r~180.
.' ~ I I
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(~f):1 (il:\(} (fJit' :3it~;3=.h):I;3ltlltl (.{ ':I{) (~
IT IS THE CONmACTOrrs RESPONSI81L1fY' TO PEr~FOHM A sur~vE.,(
(ACCOMPANIED BY THE ENGINEEr~ AND OWNER) OF THE ENT\[~E
pr~OJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON
OCCUPYING THE WORK AREA AND BY PHoroGr~APHIC AND Wr~ITlEN
CORRESPONDENCE DETAILING ANY Ar~EAS THAT AHE NOT IN A FIHST
ClASS CONDITION (SURFACES THAT Ar~E Br~OKEN, CR,'\.CKED,
RUSTING, CHIPPED, SPLlNTEr~ED, OF A TEXTURE NOT MATCHING ITS
SURROUNDING, WITH NE.W APPEM~ING FINISHES, AND OPERATING AS
ORIGINALLY DESIGNED or~ INTENDED TO OPEr~ATE) WHICH WILL I~EMAIN IN
THAT CONDITION AT THE CONCLUSION OF THE PRO,jECT.
THE CONTf~CroR WILL 8E r~ESPONSIBLE FOR pr~OVIDING
THE OWNEr~ A COMPLETE PROJECT IN FIRST ClASS CONDITION MEETING
INDUSmy WIDE STANDAr~DS IN QUAurf AND PEr~FORMANCE THROUGHOUT
THE ENnr~E PRO.JECT Af~Er'\. 8UILDING(S) AND SITE (r~EGARDLESS OF
WHETHEr~ AN AHEr'\. IS SPECIFICALLY IDENTIFIED WITHIN THE Dr~WINGS
AND SPECIFICATIONS or~ NOT) UNLESS A PArUICUlAr~ Ar~EA HAS BEEN
DESCHIBED IN THE AFOHEMENTlONED PHOTOGr~APHS AND 'm~ITTEN
DETAILS. CONlHACTor~ HAS THE RESPONSIBILlry TO PROTECT THE
EXISTING 8UILDING(S), UTILITIES AND SITE THr~OUGHOUT THE pr~OJECT
TIME Fr~ME. SHOULD, DURING THE COUHSE OF THE WOI~K, ANY Ar~Er'\. OF
THE 8UILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED
AND THAT Ar~EA WAS NOT SPECIF1CALLY CALLED OUT TO BE A PAru OF
THE CONSmUCTlON, THE CONTRACTOR SHALL REPAlr~ AND/OR r~EPG'\CE
THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER
AT NO ADDITIONAL COST TO THE OW~jER,
AS A PAr~T OF fHESE DOCUMENTS, A SITE SUr~VEY AND/OR SITE DATA,
WHEN PHOVIDED, AND ANY ADDITIONAl. INFOr~MATlON THAT MAY BE
pr~OVIDED Ar~E For~ INFORMATIONAL PURPOSES ONLY, THE OWNEr~
AND HIS AGENTS ASSUME NO REspm61BIUff For~ THEIR PREPARATION,
COMPLETENESS NOR Accur~ATENESS AND THE CONTRACTOr~ IS FULLY
r~ESPONSIBLE WHEN USING SAID sour~CES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION
OF UNDEr~GHOUND SEr~VICES, INCLUDING BUT NOT LIMITED TO:
WATEr~ SUPPLY
STor~M SEWER
ELECTRICAL POWER
IRRIGATION LINES
FlBER opnc CABLES
FIr~E AlARM SYSTEM CABLES
CONlHOL WIRING SYSTEMS
SANITM~Y SEWER
NATURAL AND LP GAS LINES
REClAIMED WATER SUPPLY
T,V. CABLES
TELEPHONE CABLES
SECUr~lf1' Wlr~ING
SITE UNDEr~Gr~OUND MECHANICAL
INCLUDING INSULATION
IT WILL 8E THE CONlHACTorrs RESPONSI81L1TY TO DETEr~MINE THE
SPECIFIC LOCATION OF THE UNDEr~GROUND SElN1CES BY CAr~EFUL
HAND EXCAVATION ONLY UNLESS OTHER MEANS Ar~E APPHOVED 8'1' THE
ENGINEER AND OWNEr~ BEFor~E BEGINNING THE wor~K, THE
CONTf~-\CTOr~ SHALL r~E.PIACE or~ r~EPAIf~, PER SPECIFICATIONS,
ANY AND ALL DAMAGED UNDEr~Gr~OUND SEr~VtCES AS LISTED ABOVE
AT NO ADDlnONAL COST TO THE OWNEr~,
THE CONlRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL
SO AS NOT TO DISRUPT ClASSES ;\ND INCONVENIENCE STAFF, IT IS
THE CONTr~\CTOr~'S r~ESPONSIB\lIrf TO SCHEDULE WOHK PHOCEDur~ES
THAT Ar~E NOISY, CHEAlE ODORIFEROUS FUMES, O[~ PRODUCE A
CONDrnON THAT WILL BE Dlsr~UPTIVl=' AT A TIME WHEN CG'\SSES ARE
NOT IN SESSION AND STAFF M~E Nor OCCUPYING THE BUILDING(S).
rHE CONlf~CTor~ SH,'\LL BECOME FAMIUM~ WITH THE SCHOOL SCHEDULE
OF DAILY ClASSES, 8REAKS 8Er~F':" J SESSIONS AND HOLIDAYS, AND
USE THAT AS A GUIDELINE For~ PU~;iNING DIS[~UPTlVE 'Nor~K
pr~OCEDur~ES.
:1<J(~:3 r<J(:I~ (~0:t(1t ;\C (Oil
1. NEW VIA TO~ MAINS
AFTE.[~ COMPLHION OF INST~.LL\110N OF NE'N 'NA1E.i~ MAINS, PRESSURE
lESl1NG SHALL BE pmFORMED IN ACCORDANCE WITH n1E LOCAL
JURISOicnON W,\lEr~ S'1S1EM ST,O\NDAR')S ~.ND SPECIFIGAllONS, SN-AP-
LI~~G OF NE'N 'NA1E[~ MAINS SHALL CONFORM WITH COUNTY PUBLiC
HE,~LTH UNIT REQUIREMENTS AND r,ESUUS FOr~W;\l~DE.D TO n-iE
ENGINEErt UNDE.R NO CIRCUMSTANCES $H,~,LL A NE.W W,\lE.r~ S'1$TUA
8E PLACED INTO SE.r~ICE UNTIL CERnF1CATlON BY THE ENGINE.ER HAS
BE.EN COMPLEtED AND A RELEASE FROM COUNf-( PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
2. II~RIG^ fIOt~ NO TE:
Ir~RIG,\flON SYSTEMS SH,\LL UTILIZE LOW VOLUME DESIGN SUCH AS LOW
rr~-\JECTORY HEADS or~ SOAKEr~ HOSES TO PROVIDE DIRECT APPLICATION
AND LOW E."VAPOr~T10N ,o\ND MUST H,WE ,\ rt~IN SENSOR DEVICE OR
SWITCH ""HICH WILL OVERRIDE n~E IRRIGAflON CYCLE OF THE spr~INKLER
SYSTEM WHEN AOEQUAff r~AINFAU. HAS OCCURRED, WATm SUPPLY SH,~Ll
BE PIPE TO EACH \NDIVlDU,~L PI...A~HE.I~ ISLAND.
SHALLOW WELLS, OPEN SURF,~CE \VATER 80DIES, OR I~ECLAIMEO WATER
SHALL BE USED (UNLESS UNAVAILA8lE) AS A SOURCE OF IRt~IGM10N
WATER 100 % COVE.r~GE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL
BE SUBMITTED IN or~Dm TO AVOID DELAYS AT THE TIME OF THE CER-
TIFICATE OF OCCUPANCY INSPECllON SHOULD A NON-,\CCEPTA8LE SYSlEM
8E INSTAllED,
.3. mEE BAr~RICADES
RWUIRED lREE BARr~ICADES AND EROSION CONTROL ME,~SURES
MUST RE~vt\IN INTACT THROUGHOU r CONS1RucnON. ENC:~OACHMENT
INTO or~ FAIILURE TO MAlNTAIN THESE BARRICADES WILL RESULT
IN ENFORCEMENT ACTlm~ 'NHICH MAY INCLUDE CITAnONS AND/OR
PERMIT REVOCATIONS. AS PROVIDED BY THE Clfy' OF CLE,\RWA1ER
COMMUNllY DEVELOPMENT CODE,
,i. mENCH EXCAVA TlO~~
- INCLUDE OSHA STANDARD 29 OFR, SECTION 1 n6.650 SUBPART P,
WHICH IS NOW A PAr~T OF lAWS OF FLor~'D;~ CHAPTER ~0-~6,
_ n1E CONTHACTOR SHALL PROVIDE \\'I~ITTEN Assur~NCE OF
COMPLlmCE \V1TH THIS LA'N.
_ A SE.PARAlE. COST ITEM IDENilFYING n~E COST OF COMPUANCE.
_ A mENCH SAfEf-( SYSlEM SHALL BE DESIGNED BY n1E. CONlRACTOR,
AND APpr~OVED BY l11E ENGINEEr~,
5, ALL RE1ENnON AREr\S, STORM SE\'~ER PIPING, STOt"~ SE\'VER
SmUCT1JRES, ETC. MUST BE IN PL\CE AS PAHT OF THE FIRST
PHASE OF CONSmUC110N.
IT IS n1E RESPONSIBIUf-( OF n1E CONli~~CTor~ TO ACCOMMODATE
POSITIVE Dr~INAGE l11ROUGHOUT CONsmUCflON TO AVOID flOODING
OF niE AOJACENT pr~OPE.RflES. ANY FLOODING n~\T MM OCCl)r~
DUf fl) HIS WORK SHALL 8E THE SOLE RESPONSIB!Uf1' OF THE
Cf)NlRACTor~ TO r~EP;\IR,
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REMOVE:
DEMOLITION OF THE SITE INCLUDES
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PROJECT AREA, PAVING AND
BASE, UTlLlfY LINES (SANITARY
SEWEr~, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
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ALL CAVlfY & EXCAVAT1UN RESULTING mOM REMOVAL OF
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LENGTf-l SIZE lYPE SLOPE(%)
LINE (FT) (iN)
CD - CD 230 18" RCP 0.30
CD -(1) 230 18" RCP 0.28
CD - 8) 45 24" RCP 0,30
(0- @ 108 18" RCP 0,93
(0- ([) 62 18" PCP 0,38
CD -@ 8 24" RCP 0.625
0-@ 175 24" PCP 0,30
0- @ 46.:t 24" PCP 0.38
1# STRUCTUPE lYPE TOP. [LEV, INV,[LEV,
CD lYPE "c" INLET 18,5 15,0
[) lYPE "c" INLET 18,5 14-,54-
CD lYPE "c" INLET 18,5 14,08
CD MES, --- 13.99
(5) lYPE "c" INLET 19,5 16,0
CD M,E,S, --- 15.00
CD CONTROL STRUCTVRE 18,0 14,00
lYPE "c" MOD,
(8) STOPM M,H 18,0 13.95
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2. ALL SANITARY LATEr~ALS SHALL BE 611.
.3. ALL SAN I f Ar~'( WYES TO TH E MAl N LI N E
4. ALL SANITAr~Y SEWEr~ CONNECTIONS fO
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Blue Jet, SDr~ 9, 3408 Polyethylene
CFLOrtNA nON r;\p
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18~ Min,[ ~ " ~1
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OM End-D.I, [~ototoble Mec ,
,J/)int GltJnd on Other End.
DistrJnce VtJries
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1. All Fire Hydrants to have 5 1/1-" VrJlve Seat.
2. See Index # 401 for Jack &. Gore Datoils.
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be 'Jpproved by City EngiMer.
~~~o Gc)NNE:Gn()N
N.T.S,
ONLY APpr~OVED
Tl1E FOLLOWING ,jOINTS MUST BE HESH~.INE.D IN ALL APPLiCMIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTl.ET BRANCH
,3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. LAST fNO(2) .jOINTS ON A OEr-\D END ~UN (,nin. .36')
,. LAST fflO(2) ,jOINTS ON A HYDRANT r~UNOut (rnin. .36')
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Kennedy Guordion No. K-81A
Muller Centurion No. A-423
U.S. Pipe Metropoliton
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"'- Exist. Woter Moin
Ebb'J 1500 S~rie"
L J MINIMUM LENGn~ fc) BE
r~ESTRAINEO ON EACH SIDE Of' FHflNG (ft.)
- NO~Al- ELBOWS' (Ij~;')~-"~--~:LVE
PIPE ' ..
SIZE 111.25122,50115 190 TEES
114J3J518 12 ')
1614J6fWO 15 fl
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Bo 5. rg 15120 11
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Poured
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Non Skid
prJttern
r~equired
Approved barrel joint seols rJre
"a-Rings" and "Ram-Necks"
:\: ........---Concentric cone (Flot so"er
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~ 4' depth)
Brick
Steel reinforcement
min. ,"011 thickness
type II acid resistant
cement 4000 p,s.i,
4' Min.
pipe entry
Grout flo,,,
monhole
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1, Pr,.;cost rnonhole drop mc.y be opproved by City
En9ineer. Shop drrJwinrJ submittal required.
2. Drop required .."hen 2' or over.
.3. Manholes sholl have rJn interior ond exterior cootinrJ
of 'Jt least 15 mils dry thickness Pf~OLO EP214-351
Ep,)xi-Mostic or Koppers bitumostic black solution
.300M.
:)Ol~O COVal =3!!c} nON
1<11nirH.l''l lii?lght 128 lbs.
NOTE: n1r~IjSr r~E~IHAINT AT FlTT1NI~ AND VA.LVE.!; SH,\LL BE
BY USE Of' EBBA II~ON MEGALUG HESHt-\INEr~S. nmUST HESmAINT
BE1WEEN PIPE .JOINTS SHALL BE BY EBBA II~ON SEHIES 1500
:~ESTRAINE.HS.
P.v.c}.
n~Srrl;\j'r'"
"
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f'(P~();\L FLFtr-; HYOHANr SETftNG
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1, On HydrrJnts r~e/~I..Jirin/1 r~I..JMIJt
LrJst Two Joints Must 813 r~e3trr.::lined
Pu Det'Jil 40..3 (2 r)f 2).
r'(ptGAL H'(GnA~rr :3ET rlN<)
N.T.S.
i~
~ir(
18" Mi:,[-i~.r
24" Mox . ~~I if".
Distonca V/Jrio!s ..J / Volve 801<
c
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J b ",-~L ~
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- i'o!:3troinin'1 Joint fyp.)
1, Steol11er Connection to FIJr:;e Street,
2, All Fire Hydronts to hove 5 1/4" VtJlva Set)t.
3. Fire HydrlJnts Sh'JII be PlrJCed '.Jt street Corners
or in the I~,O.W, AdjlJcent to Side Lot Lines
Whene"er Possible.
4, See Sheet .3 for Typicol Cr)nnectioris &. FiHin'Js,
<1l
:~
~
'c
t
BI.Jt;k of Curb
or
Edge of pl.Jvem~nt
MtJI<. 15' - Min. 1-'
~
l
ONLY APPROVED
..
K:.!nMdy GU/JrdilJn No. K~a1A
Muller Cdnturi'Jn No. A-i2..5
I).S. Pipe M~tropolit/Jn
fyr:{.);\L ;;;.1: ~t'(Cjl;\~r" :3~Tr .N<J
N.TS.
Fire H~drant Assembly
~ Typ.)
Moin
:l}!:(~\1. t i) 1 ~
IN-LINE, "DOGHOUSE MANHOLE~ IN INDIANA AVE, TO
HAVE AN 8~ POUREN-IN-PLACE SI.AB EXTENDING
6" BE'f'OND OUTSIDE OF M.H. WALLS 'NITH j1 BARS
@ 8" O.CE,W., 1- 1 /2" COVER OVEr~ BAr~ 'MAT.
CONTRACTOR MAY USE 6" THICK BRICK WALL
CONSTRUCTION OR PRE-CAST WALLS PER DETAIL.
PH;!G;\$ r SANl r Any MANHOl~ Of! r ;\1L
~.T.S.
n~E FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1, BEND - INLET AND OUTLET
2, TEE - OUTLET BRANCH
3, OFFSETS - INLET AND OUTLET
4. CAPS
5, PLUGS
6 ~ST T'l\'0(2) JOINTS ON A DEAD END RUN (min. 36')
7: LAST 1\'-10(2) JOINTS ON A H'l'DRANT RUNOUt (rnin.36')
l --1 ~ Thrust Restraint
:J'~'.' ..~--:~:~~. :-\
~"lr.,in;n? Go".l (r,p.)~ ~ (~
L ~ MINIMU!A lENGn~ TO BE DO NOT USE FOR ~'\.
RESTRAINED ON EACH SIDE OF FITTiNG (ft.) VERTICAL OFFSETS ~
\.
(Typ)
\.
- N~'~l--- ELBOWS (d;'1.)
~:~~ 111.25\22,51) GSGO
r 5 8 1
i3 6 10 f~
Ij i J lr LO
fa r r 15"" 2:-
12 6 ro- rr- 2~
16 6 T.3 2:6 ~.)
W,lVE
TEES
9
a-.
14
18
1
70
NOTE: THRUST RESTRAINT ON SLiPJO\NT DUCTILE IRON PIPE
SHALL BE 1).$, PIPE FIELD LOCK GASKETS FOR T''(TON JOINT
PIPE or AME.RICAN FAST-GRIP GASKETS FOR AME.r~ICAN
FASlITE PIPE, THr~UST RESTRAINT ON DUCTILE IRON FITTINGS
SHALL BE PROVIDED BY THE USE or MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS
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19/29/16/10676/000/0010
----:--~--- ----.------'--.~--::--.__..~- - ;;;.JI."C:t\'- --,.
io!l1 VrJI....>! OCCl..JI13 in r~t)/Jd'l/ay,-~
,t B.". on 10 -Co,moon Bdck. ""
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- es rlJlnln9 Olll
G~
Connectin/~ Piece "'1/intel]rally <iHf (~'f101.
CIJst Mech, Joint GI'.Jnd on ~= rV
I)M End-D,I. Hotr.)tob!~ Mechr-_____..... I~,.t
Joint GlrJnd on Other End. -----..., il_.-'~IJ I
II.>.JlJ Len9th VIJries
till (See Note 1)
VIJI"e rJnd Hydr'Jnt fee :l'FH~
,dD.1. r~ototlJble M~ch. J/Jir~t -~ C1 .....11
GlrJnd on PlrJin End 8r'Jnch. .,,' Mech. Joint
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C;ENERAL LA~JDSC~APE ~J()TfS
I, All plant materla:s shall be Fio~ida # I or better and Installed to highest nursery standards, P,ants shall be
healthy, free of pest and disease,
2. All pants shall be container grown except as noted on plan.
3. All palms and trees shall have straight trunks with no tWists, knotting or other defective cnaracter'lstlcs.
4, 'v1ulch sha!1 be i 00% P'ne Bark, Installed to a minl11um th'ck:-Iess of 2".
5, Sod shail De 95% weed free St. Augustl:'e 'FI,oratam", Installed vvith tight Jonts.
G, Ail dimenSions shall be field Checked by the landscape Contractor prror to construction With any
diScrepa~Des reported to the Lardscape Architect,
7, All materials shall be as speCified on the pla"s. if materrals, labor or Insta,labon techniques do not adhere
to t'ne speclflcatio:^s, theYN'11 be rejected by the Lanc;;scape Architect \Nlth speclf,ed matertals and Installation
carried out by the landscape Contractor at no additional cost.
8. :\10 s~bsttutlons of materrals or changes to the draWings or speCifications shail be made,
9. Ali reqUIred :?erm,its are to be prOVided by the instalrmg contractor unless speCifically stated otherWise In
the speCifications.
10. Contractordent,katlon signs shall notoe alloNed on the prOJect,
I I, Contractor shall be responSible for all telT',s as shoNn or descrloed on t'l1S plan and speCIfications,
I 2. All proposed landscape and sed areas containing turf or weeds shal, be treated \v,th "Round-up" per
manufacturer's speCIfications,
I 3. Landscape Contractor shall prOVide all necessary site preparation requrred to ready the Site Tor plantng as
sped:ed,
14, The landscape Contractor shall .varranty and guarant,::e all l1aterrals and labor for a period of 90 days for
srru:::s and groif1dcover, palr'1s and trees. Warranty and guarantee perrod shail begin upon date of cOl1pletion.
15. All repairs and/or replacer'ne"ts s~a;1 be made by the Landscape Contractor wlt'~ln 10 working days upon
notflcatiO'1 of any detlcenCies by the ONner or their representative,
I G. Ail, questions regarding the Landscape Plans and SpeCikat!O"iS shall be directed to the Landscape
An"itect at (727) 787-2840.
_~Ij-\Iu'r B() U LE \/ j-\lW
80' R/W
(INGRE:SS AND EGr~ESS EASEMENT 1967)
EX, SIGN
TO REMAiN (SEE DETAIL)
SIGN TO BE MODIFIED TO
MEET CITY STANDARDS
.~
PI M I r' I d I
ant aterla S .:Jcne u e
Cede Botanical ~~afToe
Corncnon \lame
SpeCification
Crnum aSlatlcum
Cr<rum Uy
East Palatka Holly
Crape ~'i1yrtle
Giant Llrlope
Aztec Grass
Podocarpus
Va" egated Plttospor'um
Live Oak
10 gal., 3G" x 3G"
8-10' ht. x G-l' spr.
8-10' ht x G-l' spr., mln 5 sterr,s, m,n. total G" cal
! gal,. i 2" ht. x 12" spr.
1 gal., i 2" ht. x 12" spr.
3 gal.. 24" ht. x 18" spr
3 gal., 18' ht. x 18" spr.
14,1 G' ht. x 8' ~'P"., 4" cal
10 gal., 40' ~It. x 24" spr" full
3 gal., 18" ht. x 18" spr.
10, f G' C.t. staggered hts.
3 ga ,.20' ht. x 20" spr,
3 gai., 24' ht. x 24" spr.
I gal., G" ht. x 12' spr.
3 gal., 18' ht. x 18" spr,
14' C.T.
10 gal" 3G" ht, x 3G" s?r
tM
CA
10
Li
L~'G
UvG
FOM
PT'/
flex opaca
Lagerstroerr,ia Indica
L:rlope rlJsca'. "evergreen g ant"
L,riope luscar; "variegated gant"
Podocarp'Js macrophyllus
Plttosporum toblra
Quercus vlrglnlana
Rhapis excelsa
Raphiolep,s li1d'Ca
Sabal Palcnetto
T rlpsacu~n Dactyloldes
T rachelosperrnJm JaslTllnoldes "variegated"
Tr-achelo5perT'1Jrn aSiaticurn
Viburnum sJspensum
Wasnlngtonla robLJsta
Zacnla fur'fL.,racea
QV
RE
RI
Lady Pa:rr
i-ldlan Hawthorn
Cabbage Palm
Fakahatchee Grass
Voviegated Confederate Jasmine
Dwad Confederate Jasmine
Sanda'1k;:,v::J V,burnum
Washngton,a Pa:m
Cardboard Palrr
SF
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Srrubs and Trees
All trees and shrubs shall be fe,til:zed ,vlth 'Agr:form" 20, I 5-5 pianting tabiets at time of planting and pnor to
I"sta:latlon of piant pit backfl,l. Tablets shall be placed un!forn1ly arourd t~e root ball at a depth that's between
the :l1ldd;e and bottom of the root ball.
Set 1/2" I.R.
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I Gal:on CoC'talner:
3 Gal:on Co:,talner:
5 Gallon COitalner:
7 Galior Co:talner:
Trees:
uP,
I - 2! gram tab:et
2 - 2 I gra'11 tablets
3 - 2 I gra1l tablets
4 - 2 I gral1 tablets
3 tablets per each i /2' caliper or trunk
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.~!I groundcove; areas sha!1 rece,ve fertilization With "Ozmocote' tll1e release fertilizer per :mr:ufacturer's
speclkatlons.
MORNINGSIDE EAST CONDO -3
(CONDOMINIUM PLAT BOOK 37, PAGES 16-20)
RIM ELEv. = 19,31
6"SS E, [NV, ELEV, = 8,01
6"SS E, INV, ELEV, = 15,01
8"SS \V, iNV, ELEV, = 7.81
8"SS \,-/, iNv, ELEV, = 13,91
24" 5S E. & \V, INV. ELEV. = 4,31
8" fORCE ';AiN S. iNV E~V0; ~' \ t1 ;J~ t
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TREE PLANTING DETAIL
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EXIST, 15' DRAINAGE ESMT.
STORM\VATER OUTFALL EASEMENT TO BAY PARK CEN1ER
OR 4-54-8. PG'S 105-106
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SOD! ~t';;~'~:~~""" -16')' r~FF~()st- West cente>/ine of Section 19-29-16
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r----.. PRIVA TE & PUBUC UTILI TIES, SIGNS & APPURTENANCES
TIiERETO (O.R, BOOK 5783, PAGE 10J5)
("1 0') BEING mE S. 25' OF ll-iE N, 55' OF OU T PARCH
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L1\NDSC1\PE
1\ R, C fI I TEe T S
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727785,4017
Landscape Architectme
Site Planning
Const.ruct.ion ~tanagement
u
JOB NO. 22029
J
5" J"-""r
' n!::!:
L ~ I
C;fNERAL IRRIC;ATI()N NOTfS
Install a '(',ew automatic Irrigation systerr, to provide 100% coverage of all landscape areas.
2 Shrub rsers shall only be used In hedges or mass plantlngs. Risers shall not extend more than 2" above the
installed height of the plant. All risers shall be schedule 40 p'pe, painted black. In no case snail shrub risers be
Installed adjacent to wa,kways, driveways or other areas w~ere they may be damaged.
3.1\11 reads Instal.ed 1'1 planting areas aO'1g vl/a!ks, dllves and parking lots shall be i 2" pop-up bed spray
'leads. All ~eads shall be Insta':led With the top of the s;xay body .Iush With k'lsh grade. All groundcover areas
shail be Irrigated ,^11th 12" pop-up fixed spray heads and extenSions as reql..,red.
4. All sodded areas shail be Imgated With 4" pOp-Lip spray reads or rop-up gear driven heads unless
otherNlse speckd.
5. P'pe, va',ves and ct'ner liTigation eo.ulprre~t may be shown ,n drives, walks or bUildings for clallty only. ("'stall
all valves a~d other eC1,ulpment Il1 la"dscape beds for best acceSSibility and cO;lcealment.
b. Valves sha,l be Instalied c a Ir.anlfolo/I'!th,n a valve bcx of sufficient Size to serVice all va',ves Within the box.
Valve box shall be free from a"'y debriS which may cover valves. PrOVide a 3" depth gravel sump at tr",e bottom of
tne valve pit.
7. AI.lrrr:gat,o'1 eO,ulpment and Instaliatlon techn'ques shall meet feder'al, state andocal codes, regulations and
ord,"'ances.
8.1\11 gear Orive'" heads and al11eads along walks, C'xbs, drives and rarking areas shall be Installed on fied::;>le
polyethyene S'N!ng jonts.
9. Gear drive'" '-leads and hxed spray heaos shall benstalled on separate zonesvvhere pOSSible. PreCipitation
r'ates a'ld head type should be compatl:;,l.e vl/,thin ead zone.
10. Gear driven heads shal, not ':Je installed In sh~Lib areas or be Instal.led or: risers Nhere pOSSible.
I I. Controler shall be mO'jnted as S10wn on plan
12. All sleeves shall be schedule 40 pipe Instal;ed a minimum of 14" below grade. Sleeves sha:1 be usedl 011y
to Irsta;llate~ai mgatlon lines through. S:eeves shall not be used as a 11lethod to convey wate~ throl_gh tne
system.
13. Adyust all heads to prOVide maXlI'lum coverage and effiCiency and ml1inl1ze overtr,row. Irrgatlon heads shall
not spray over Naiks, dnves o~ any other non-Irrigated areas.
14. EqulprT'lept shall be manufactured by, "Toro", "Ralnb,rd" or IHunter' or as otherWise stated on the plans. .
15. Contractor shall .ieid verify Nater source to deliver the proper p~essure, pounds per square Inch (PSI) ano
,vater t1ow, galons per minute (GPM) as reqwed by the Irrigation systeM. Not,~/ the Landscape Architect If there
,s any discreparcy.
I b. All ;::>ermlts reql.lred for Installabon s~a:1 be prOvided by the contractor.
I 7. Re.er to the Landsca;::>e Plans Nhen locatl~g all Irrigation equpment. Allow ample room near Irrigation
equI!:?rne'1t ror the proper l~stallat,01 of trees, S1rubs and other Nork shown on draWings to ce 'nstalled.
18. All wires shali be Installed In wre sleeves.
19. Contractor shal, be responSible for all Items on the plar and Irrigation speclkatlon.
20. Contractor shall Instruct the owner on the ful, operation and maintenance or the Irrigation system.
2 I. Contractor shall be responSible tor all fina:, repal"s or adjustnents to prOVide proper coverase to all
landscape areas. " _
22. Allquest'ons regarding Irrigation speCifications shall be directed to the Landscape Arcnltect at (727)
787-2840.
IRRIGATI()~J LEGF~JD
Symbol
) 5F-B
) 5H-B
) 50-B
) 5CST-B
OIOF
OIOTO
OIOH
0100
015F
015TO
Ol5H
0150
615EST
615SST
L I SCST
CJ 1-25F
o 1-25ADj
81-25
>1
e
S YS lEiv:
(B" ,." ZOt\:': #
. GPM
.:... PSI
[]
-
SpeCification
T oro 5' RadiUS Full Circie Bubbler
T oro 5' R..adlus Half Circle Bubbler
T oro 5' RadiUS Quarter Circle Bubbler
T oro 5' R..adiUS Center Strp Bubbler
T oro I 0' Rad us Full Circle Sprayhead
T oro I 0' RadiUS Three Quarter Circle Sprayhead
T oro I 01 RadiUS Half Circle Sprayhead
Toro 10' RadiUS Quarter Circle Sprayhead
Toro i 51 RadiUS Full Circle Sprayhead
Toro 15' RadiUS Three Ouarter Circle Sprayhead
T oro I 5' RadiUS Half Clrc!eSprayhead
T oro 15' RadiUS Ouarter Circle Sprayhead
T oro End Strl p Sprayhead
T oro Side Strip Sprayhead
T oro Center Strip Sprayhead
r1unter Full Clrc:e Gear Driven Head G GPt\~
Hunter Adjustable RadiUS Gear Driven Head 3 GPt\~
r1unter Adj ./Full R..adlus Gea: Driven Head - A,ternate
Gate Valve
Water Source - 4" Deep Wel -
submerSible pump, pump start and
bloN-ocf valve
ElectriC Remote Control Valve - 2"
Toro Solid State Dual Program Controller
Class I GO P.V.c. Lateral Line (max. fiow 5 feet/sec.)
~v1aln LiI1e - Sch. 40 2" PVC
(max flow 5 feet/sec.)
Underground drip emitter low volume irrigation
MORNINGSIDE EAST CONDO ,3
(CONDOMINIUM PLA T BOOK Y7, PAGES 16- 20)
'lEX,
FHA
PIPf SI71NG Cr1AR-r
0-5 GPM
b- I 0 GPM
I I - I 5 GPM
I b-25 GPM
2G- 35 GPM
3G-50 GPM
50+ GPM
1/2" PVC PiPE
3/4" PVC PiPE
I" PVC PIPE
1/4" PVC PiPE
1/2" PVC PIPE
2" PVC PI PE
2 1/2" PVC PIPE
/-EX. 12" W,
!-IJ\Iu"[ BOULE V }\lW
80' R/W
(INGF<ESS AND EGF~ESS EASEMENT
EX, SIGN
1 9 Or" 7) TO REMAiN (SEE DETAIL)
SIGN TO BE MODIFIED TO
MEET CIN STANDARDS
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~flniSr Gode
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rr PO".lp 'xed Spray read
('\,j m!rlmum dept!~
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rrW,;P1um jep'.~ 1:^.5tJli s:eeve5 'Jnd~:, JI! paved J"e'J5
- () Lace-,I 2One'nes
F 1,.st,I! sleeves )0"'" ar ?a~ed .,'eos
(''\\-- fAadne piping ("<.rede:" 40 "VC)
P- f?,emote Gont~o; "3 'J.e ~\1r-e.:; 1:.0 be InS:3'led wn.d~r i'1.3111';.e
seCI.Jie to m.<,l,rll"1e a: 8' :':ter\'<.l'S '".Ith "/J~ei"p:oof
t..1pe Nr"3ppej 4- ';;,,~'es 3r'O():rd i?lee at each 'OC..tIO"
f' IRRIGATION PIPE DEPTH DETAIL
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rnd f'K NoD '.!< D
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Corn~r ~e<:Uon
19-29-\6
25' NON-EXCLUSIVE EASEil.ENT FOR INGRESS-EGRESS,
PRIVATE & PUBLIC UTILITIES, SIGNS & APPURTENANCES
TI1ERETO (O,R. BOOK 578-3, PAGE 1035)
BEING TI-IE S. 25' OF mE N. 55' OF OUT PARCEL
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ll-IERETO (O,R. BOOK 5783, PAGE 1035)
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COPLEY
Ll\NDSC1\PE
1\ l~ C fI I TEe T S
1666 Laney Drive
Palm Halbor, Florida 34683
Phone 727 787-2840
Fax 727785-4017
Landscape Architecture
Site Planning
Constl1lction Management
n
JOB NO. 22029
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Gl)unty, Florldo,
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
+10.00
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EXIST. STORM SEWER
:.;....JI........<.;:....;II~~10~.........L.::...A~
OEscr~IP nON:
A parcel of land Iyin') withIn SI~ctiOI' 1 g, fovmship 29 South, r~l)nlJe 16
Eost, Pinellos County, Florida, bain'] more p'.JrtlcullJrly described os
folll)w$:
ii
From the Southel..lst corner of the NE 1/4 of Secli,)n 19, fo'\vnship 29 I
South, 1~lJnlJe 16 E'Jst, rur, N139'29'1..r'\~, olonCj the EOSt-W'3St !
centerline of slJid $13ctfon 19, 4,~0.00 feet fl)r I.] pl)int Of l3elJinning;
th0ncl3 continue Ni39'29'13"W, on the SlJll1e lini~, 110.00 feet; thenr;,!
run NOO'!52'25"E por()lIel to the We$terly rl"ht-of-wIJY of U.S.
HI'jlwt'IjY 19, 260.00 feat; thence run $89'29'13"E, tJIQng the Southerly
lin.3 of the ri,Jht-of-woy of Horn Bl)ul.)vord, 170.00 feet;
th;.:r1ce run SOO'S2'25"W, 260,00 feet to the PoInt Of Beq.innli'l], lyin()
IJnd beinc) sltul)h~ in Pinellos County, Florido
LESS AND EXCEP r the North 115.00 feet of th;~ Eost 100.00 feet
ther.~of.
:t
NEW STORM SEWER
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EXIST. WATEf~ SERVICE
Ii NEW WATER SERVICE
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HEW INLET
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Sub ject tl) (] $r..:m itary Sa\'V.~r Eosement over th Sou therly 5.00 feet
I thereof; ond subject to (1 Utility ElJserne-nt tQ Floridl) Power
, Corporl..ltion over the Southerly 10.00 feet tl1;;reof; rJnd to'Jether with
on Eose-ml;nt of Ingress IJnd Egress to the North side thereof frem U.S.
, Hlqh'it'r:JY 19 ovu the pr,)p,)sed rl,]ht-of-wr..lY r)f Horr"l 8l)ulevlJrd.
i-.JEW SAN, MANHOLE
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i\jEW BUILDING AREA
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
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I' M METER
B,F.P,D. BACKFLOW PREVENTION DEVICE
I F',H.A. FIRE HYDRANT ASSEMBLY
I F.D,C, FIRE DEPARTMENT CONNECTION
i T,B.O. TEMPORARY BLOW-OFF
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i. PAI~CEL 1 r PAHCEL 2 r PARCEL 1 1 PARCEL 2 ~CEL . r PARCEL 2 Ir-E>~~SrING (E) I PI~OPOSED (p) FRF2QVIf~ ,(R).'
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~,,~,"31 ^GI~ES 0.75 AG:{~S .t.:.s1 ^Gt{~S 0,'/5 ACRES SA~J~ SAME: 1),2a.~ ^GM':~ ~ ~ O.2iH ACt,E:S ---,;!-.. 1Q,liQO/S.r. (MIN.) /
i ~-UILDI~~G' COVEI~AGE: .1-5,~)trs S.r. 1 t>,6aa S.f. I 2,4.{') S,f'. \ 2,(,10S,r.//
I (s. F. & % 0 F GROSS SITE) I) S. f. 0 s.r. 0.25 0..1'3 1).10 0.60, . 0.212 . 0.212' /
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HEIGHf: '1111< NIl< I 3:l' 32' -~-i'J'
PAVED VEHICULr\r~ USEA!~EA: I r: I ]
(V.U.I<.) 20,I)2? 5.f. _I 1,125 S.f. ".5",1)1? S.f. 3,02.5 S.f.
!;p iRVIO US- SC;FI<-CE IlI<,lO-;--- 11M2') 5,r, 1 2,125 S.f. r 'J1~14-~ S.F"1-23,.,11 8.f. -,-.----r---
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i to fRANSFERr~ING 6 UNITS FROM PARCEL 2 TO PAI~CEL 1
: u P:~OPOSED PAVED VEHICULAR USE AI~EA DOES NOr INCLUDE EXiSTING PAVDviENT SOUTH OF DENNY'S
lJ.~~,:""-.L"":'_--~.......,.~-......~ .......:..--=:i.-:~~:.__.......-::~_c...'..-L..:.__-J;:..::;~.:.-.~_--"_..1...--....____--=--__...:.~~--!..-.-..:.._________~_~_.______ v __._..........____~~ ____ .~_ "
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PAI~KING CALCULATIONS: PAr~CEL 1: -'0 UNITS @ 1.5 SPACES/UNIT = 105
PAI~CEL 2: 16 UNITS (I) 1.5 SPACES/UNIT = 24
TOTAL PAr~KING REQUI:~ED FOr~ PROJECT=129
PAF\C~EL_
II
19/29/16/106-76/000/0010
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I ORIG. DATE:-
DRAWN BY: AVF
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:JIJ;I~ i\{~~ ~# ~\(~n :3,{::lo(~~lJl ~1~(lIJI;t~M~~r(:j
1. ALL DESIGN AND CONSTr~UCTION OF THIS PROJECT SHALL CONFOr~M
fO THE LOCAL JURISDICTION'S STANDARDS, SPECIFICATIONS, LAND
DEVELOPMENT, ZONING AND/OI~ r~ELATED Or~DI~IANCES,
25. ALL STORM STRUCTURES SH,\lL BE Gr~OUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STor~M PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
Gr~OUT Af~OUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
Dn;\I~H\I)~ ~IO'r~:3
2, ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC
VERTICAL DATUM.
3, THE CONTRACTOr~ SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST
48 HOURS PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR
SHALL "CALL SUNSHINE" 1-800-282-8881 A MINIMU~~ OF 2 DAYS
AND A MAXIMUM OF 5 DAYS PRIOR TO THE Sf,\RT OF CONSTRUCTION.
26. t~Ll PVC STORM PIPES SHALL COMPLY WITH AWWA C-900.
1, THE r~ETENTION AREAS SHALL BE ROUGH Gr~ADED pr~IOR TO CON-
STRUCTION, WITH ALL STORM WATER Dlf~ECTED TO IT. AFTER
COMPLETION OF ALL WORK, r~EMOVE DEBRIS AND SilTATION FROM
THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL
SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE
SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR
AN INSPECTION PRIOR TO SODDING.
2. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL
BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE
ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE.
4, ALL UNDERGROUND UTILITIES MUST BE INST/\LLED BEFOI~E BASE
AND SUI~FACE ARE CONSTRUCTED. LOCATION OF EXISTI~~G UTILITIES
ARE APPROXIMATE. CONTRACTOR SHALL CONFOI~M TO THE INTENT OF
THE PLAN, ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE
APPI~OVED BY THE ENGINEER.
27, CONTRACTOr~ TO COOr~DINATE THE POINTS OF CONNECTIONS OF THE
UTILITIES WITH DIFFERENT SUBS, SITE CONTRACTOR TO CONSTRUCT THE
UNDEr~GROUND INFr~ASTI~UCTURES i.e. SANITARY SEWEr~, STORM SEWER,
WATER LINES, FIRE LINES, ETC, TO 5' OUTSIDE OF THE BLDG(S). THE
PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVEr~T ELEVATIONS
OF THE SAID UTILITIES, ANY UTILITY WORK PERFOMED WITHIN 5' OF THE
BlDG, SH,\ll BE THE r~ESPONSIBILlrY OF THE PLUMBING CONTRACTOR,
p,LL wor~K SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND
lOCAL CODES I ORDINANCES AND REQUIREMENTS.
28, ALL wor~K SHALL BE PERFOr~MED AND FINiSHED IN A WORKMANLIKE
MANNER TO COMPLETE SATISFACTIONS OF THE AI~CHITECT/ENGINEER
IN r\CCORDANCE WITH THE BEST RECOGNIZED mADE PRACTICES,
29, DE.VIATIONS TO THESE Pl.ANS AND SPECIFICATIONS WITHOUT CONSENT OF
fHE ENGINEER MAY BE CAUSE FOR THE WOr~K TO BE UNACCEPTABLE,
DEVIATIONS SHALL r~ECEIVE Wr~ITTEN APPROVAL mOM THE ENGINEER.
3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON-
SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER
FACiLITIES, ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE
BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE-
MOVAL OF DE8r~IS, TRASH, ETC, THAT MAY BLOCK THE OPENINGS
IN THE CONTROL SmUCTURES.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER
MEANS NECESSARY TO CONTr~OL AND PREVENT EROSION AND mANS-
POI~T OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES DUf~ING
CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FOR
ADDITIONAL INFOr~MATION.
6, ALL PIPE LENGTHS Ar~E PLUS or~ MINUS, PIPE MEASUREMENTS ARE
CENTER TO CENTEr~ OF STRUCTURES OR FITTINGS, F'IPE MEASURE-
MENTS FOR MITEr~ED END SECTIONS ARE TO END OF r..:lIPE.
30, ALL NECESSARY PEr~MITS AND LICENSES SHALL BE OBTAINED AND PAID
BY THE CONTRACTOR.
,31, SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPAr~ATE
SUBMITTAL(S) AND PERMITING.
DEVIATIONS SHALL I~ECEIVE Wr~ITTEN APpr~OVAl FROM THE ENGINEm.
7, EXISTING PrWEMENT SHALL BE SAW-CUT WHEr~E NEW PrWn~ENT IS
TO BE ADDED or~ EXISTING PAVEMENT TO BE EUMINr\TED.
8, PAVEMENT IN THE PROPERlY' SHALL CONSIST OF 1-1 /2" ASPHALT,
rYPE PC-3, ON 6" L1MEROCK BASE COMPA,CTED TO 98% OF
MAXIMUM DENSIP(, ON SUB-BASE COMPACTED TO 98% OF ~~AXIHUM
DENSIW PEI~ MSHTO T -180.
GO~13'(;IUG'nO~J I~I ;t.O. VI. ~\IO'(~3
9. PAVEMENT IN R.O.W. SHAll CONSIST OF 2" ASPH;\lT, rYPE [-'C-1
ON 8" LiMEROCK BASE COMPACTED TO 98% OF Mr\XIMUM DENSITY,
ON 10-1/2" SUB-BASE STABiliZED TO 40 L8[~ AND COMPACTED TO
98% OF MAXIMUM DENSITY pm pASHTO T -180,
1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH
~ ASSHTO T-99 (100%)
2. ALL PROPOSED WORK MUST COMPLY WITH F,D.O,T. INDEX 700,
3. ALL f~IGHT -OF -WAY INSTALLATIONS SHALL COMPLY WITH THE
STATE OF FLOI~IDA UTILITIES ACCOMMODATIONS GUIDE.
1 0, CONTRACTor~ IS SOLELY RESPONSIBLE FOf~ Cm6TRUCTION SAFETY.
SPECIAL pr~ECAUTIONS MAY BE REQUIRED IN THE VICINlrY OF
POWER LINES r\ND OTHEr~ UTILITIES.
11. ALL CONCf~ETE SHALL HAVE A MINIMUM ULTIMATE COMPr~ESSIVE
SmENGTH OF 3,400 PSI (28 DAY STRENGTH) UNLESS OTHERWISE
NOTED,
4, ALL PI~OPOSED WORK SHALL COMPLY WITH CITY OF CLEARWATEr~
LAND DEVELOPMENT Or~DINANCES AND MINIMUM TESTING FREQUENCY
r~EQlf~EMENTS.
12, CONTRACTOr~ TO RESTOr~E ALL AREAS DISTUr~!"J,ED BY HIS OPER\TION
TO THEIR ORIGINAL OR BETTm CONDITION,
5, SIGNS AND BAI~RICADES TO BE ACCOr~DING TO F.D,O.T. MANUAL
OF SAFE PRACTICES; REFERENCE F,D,O.T. INDEXES 600 THRU
6.50 r\ND 17349 PER f~OADWAY AND TRAFFIC DESIGN STANDARDS
lr\TEST EDITION OF P,C. INDEXES 1 oonmu 116,
A "MAINTENANCE OF TRAFFIC PLAN" SHALL BE SUBMITTED TO AND
r\PPROVED BY CITY OF CLEAI~WATER Tf~AFFIC ENGINEERING PRIOr~
TO THE COMMENCD~ENT OF CONSTRUCTION WHENEVER ONE OR
MORE OF THE FOLLOWING CONDITIONS ARE MET:
1.3. CONTRACTOR SHALL VERIFY THE LOCATION AND ELE.VATION OF ALL
UTILITY CONNECTION POiNTS PRIOR TO THE START OF CONSTRUe--
nON AND SHr\ll IMMEDIATELY NOTIF'Y THE ENGINEER MW OWNER
OF ANY DISCREPANCIES FOUND,
14. WATER MAINS 4" AND LARGER SHALL BE pve ;\ND CONFOr~~~ TO
AWWA C-900 STANDARDS, UNLESS OTHERWISE N01 [D, WATER MAINS
SMALlEr~ THAN 4" DIAMETER SHALL MEET THE REQUII~EMENTS OF
ASTM 02241 AND 01784, UNLESS OTHEf-<WISE NOTED, ALL G;\TE
VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATION
AND CONSTRUCTION SHALL BE IN ACCOI~Dli,NC": TO THE LOCAL
JURISDICTION WATER SYSTEM STANDARDS N. SPECIFICATIONS,
A, STREET IS CLOSED TO THRU TRAFFIC FOr~ PEr~IODS
EXCEEDING 15 MINUTES.
B, ONE PHYSICAL LANE SUpr.:lORTS TWO-WAY TRAFFIC
MOVEM ENT.
C. TRAFFIC LANE(S) NOr~MALl Y DESIGNED TO HANDLE
MOVEMENT IN ONE DIRECTION ARE BEING
f,ECHANNELLED TO ACCOMMODATE AN OPPOSING
MOVEMENT.
~nO:310~1 ~\~IO :311. (;\'nO~1 GO~r(nOL ~JO'n~:3
15, r~EINFOf~CED CONCRETE PIPE IN THE PROP::::'Y SHALL CONFOr~M
TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WP,I_l "B"
UNLESS OTHERWISE NOTED.
16. ADJUSTMENTS OF INLETS, JUNCTION BOXES, M;'\~~HOLE TOI;)S, WATER
VALVES, WATEr~ METERS, ETC" SHALL BE INCLUDED IN THE
CONTRACTOr~'S BID AND NO CLAIM SHALL BE MADE ,6,GAINST THE
OWNER OR ENGINEER FOr~ THESE ADJUSTMENTS, IF r~EQUIRED,
6. DISTUr~BED Ar~EA WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED
TO 100% OF MAXIMUM DENSIl'(, RESTor~E TO Or~IGINAl CONDITIONS
AND SOD.
1. SEDIMENT mAPPING MEASURES: SEDIMENT BASINS AND TRAPS,
PERIMETER BEr~MS, FILTER FENCES, BERMS, SEDIMENT BARRIERS,
VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO mAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO
I~DJ,\CENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST
BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETAflVE
BUFFEr~S, PROTECTED FROM DISTURBANCE, AS A Flr~ST STEP IN
THE LAND ALTERATION PROCESS, SUCH SYSTEMS SHALL BE FULLY
OPERATIVE AND INSPECTED BY THE ENGINEEr~ BEFORE ANY OTHER
DISTURBANCE OF THE SITE BEGINS.
2, PROTECTION OF EXISTING Srol~M SEWER SYSTEMS:
DURING CONSTRUCTION, ALL STOr~M SEWEr~ INLETS IN THE
VICINIl'( OF THE PROJECT SHALL BE PROTECTED ,BY SEDIMENT
mAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC" WHICH
SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGr~ESS, AND WHICH MUST BE APPROVED BY THE
ENGINEER BEFORE INSTALLATION.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO
PROHIBIT DISCHARGE OF SilT THROUGH THE OUTFALL STRUCTURE
DURING CONSTRUCTION OF ANY r~ETENTION Af~EA AND WILL BE
REQUIRED TO CLEAN OUT THE RETENTION Ar~EA BEFOr~E INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PEr~MANENT
RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE
PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY
PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND
CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN
THr~EE (.3) DAYS OF EXCAVATION, ALL OTHE[~ INTmlOR SWALES,
ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
17. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWEr~,
or~ WATERLINES) THAT IS INSTALLED UNDER ROADWAYS or~ WITHIN
THE EMBANKMENT OF THE r~OADWAY, SHALL BE COMPACTED IN
ACCOI~DANCE WITH F,D.O.T. STANDAf~D SPECIFICATIONS, SECTION
125-8,,3, lr\IEST EDITION.
18. SANITA!W SEWEI~ PIPES SHALL CONSIST OF POLYVINYL CHLORIDE
PIPE (PVC) CONFOr~MING TO ASTM D-3034 D-1784, THE PIPE
SHALL. BE SDR-55. JOINTS SHALL BE BELL AND SPIGOT AS PER
ASTM 0-3212, USING FACTORY INSTALLED F'Ll:XIBLE ELASOMETRIC
SEALS AS PER ASTM F -4Tl,
19, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL
SANITAf~Y SEWER MAINS AND WATER MAINS IN A,CCORD,\NCE WITH
CUr~RENT STANDARDS OF THE LOCAL JURISDiCTION. CONTRACTOR
SHALL NOTIFY THE lOCAL JUr~ISDICTION AND THE OWNEr~ or~ HIS
,\UTHOI~llED REPr~ESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF
PERFORMING TESTS,
20. THE CONTRACTOr~ SHALL PROVIDE CERTIFIED r~ECORD DI~AW-
INGS, SIGNED AND SEALED BY A pr~OFESSION,\L LAND SUr~VEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES For~
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVEf~TS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS ON ALl_ UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING, THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CmTIFIED
r~ECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFTICIUH
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAViNG
JURISDICTION.
5. PROTECTION AND STABILIZATION OF SOil STOCKPILES: FILL
Iv1ATEr~IAl STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY
ON-SITE DRAINAGE CONTROLS WHICH PREVENT mOSION OF THE
STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES
MAY BE REQUIRED, DEPENDING UPON THEIR lOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT.
IN NO CASE SHALL AN UNSTABILlZED STOCKPILE REMAIN AFTER
THIRTY (30) CALENDAR DAYS,
21. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL
CONSIST OF CLEARING THE VEGETATION WITH THElr~ ROOT SYSTEM
p,ND THEN STRIPPING THE SURFACE TOPSOIL,
22, AFTER STI~IPPING THE SITE, THE EXPOSED NEAR-SUr~FACE SOil
BENEATH THE CONSTr~UCTION Ar-~EA, 6" MINIMU~~, SHALL BE COM--
PACTED TO DENSITIES EQUIVALENT TO 95% OF MODIFIED pr~OCTOf~,
MAXIMUM Dr~Y DENSIW (ASTM 0-1557).
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES
SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL
AND WILL BE CLEANED OUT AND/OR r~EPAlr~ED AS REQUIRED,
23. ALL SODDING, SEEDING A,ND MULCHING SHALL INCLUDE WATERING
AND FEI~TILlZATION AND CONTr~ACTOf~ SHALL BE RESPONSIBLE FOf~
MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL
MOWING,
24. THE CONTr~ACTOR PERFOf~MING TRENCH EXCAVATION, IN EXCESS OF
FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL
SAflEY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION
SAFETY STANDARDS, 29 C,F,r~., S,1926.650, SUBPAr~T P, INCLUDING
ALL SUBSEQUENT I~EVISIONS OR UPDATES TO THE STANDAr~DS AS
ADOPTED BY THE DEPAr~TMENT OF LABOR AND EMPlOY~~ENT
SECURITY (DLES).
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IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY
(ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE
PROJECT AREA INCLUDING BUllDING(S) AND SITE IMMEDIATELY UPON
OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN
CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CF~ACKED,
NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE
MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND
OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH
WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF
THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN Flr~ST CLASS CONDITION MEETING
INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT
THE ENTIRE PROJECT AREA BUllDING(S) AND SITE (REGARDLESS OF
WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS
AND SPECIFICATIONS OR NOT) UNLESS /\ PARTICULAR AREA HAS BEEN
DESCRI8ED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN
DETAILS. CONTRACTOR HAS THE RESPONSIBILlrY TO PROTECT THE
EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT
TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF
THE 8UILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED
AND THAT AI~EA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF
THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE
THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER
AT NO ADIDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA,
WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE
PROVIDED BY FACILITIES PLANNING & COI'-lSTRUCTION SERVICES
PERSONNEL ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER
AND HiS AGENTS ASSUME NO RESPONSI81L1TY FOR THEIR PREPARATION,
COMPLETENESS NOR ACCURA1ENESS AND THE CONTr~ACTOR IS FULLY
I~ESPONSIIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION
OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
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WATER SlJPPL Y
STORM SEWER
ELECTRICAL POWER
Ir~RIGATION LINES
FIBER OPTIC CABLES
FIRE ALAF~M SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURlrY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
SPECIFIC LOCATION OF THE UNDERGRO'-I~m SERVICES BY CAREFUL
HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY
ARCHITECT AND OWNER BEFORE BEGINNI~jG THE WORK. THE
CONTRACTOR SHAll REPLACE OR REPAIR, PER SPECIFICATIONS,
ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE
AT NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL
SO AS NOT TO DISRUPT CLASSES AND INCONVENIENCE STAFF. IT is
THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WORK PROCEDURES
THAT Al~E NOISY, CREATE ODORIFEROUS F-Ufv1ES, OR PRODUCE A
CONDITION THAT WILL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE
NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S).
THE CONTRACTOR SHAll BECOME FAM!!..".') WITH THE SCHOOL SCHEDULE
OF DAILY CLASSES, BREAKS BETWEEN SI.~~,SiONS AND HOLIDAYS, AND
USE THAT AS A GUIDELINE FOR PLAN~!!i\,.,; DISRUPTIVE WORK
PROCEDURES.
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1. NEW WATER MAINS
AFTER COMPLETION OF INSTALlATION OF NEW WATER MAINS, PRESSURE
TESTING SHALL BE PERFORMED IN ACCORDANCE 'WITH THE LOCAL
JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP-
LING OF NEW WATER MAINS SHAll CONFORM WITH COUNTY PUBLIC
HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE
ENGINEER, UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM
BE PlACED INTO SERVICE UNTil CERTIFICATION BY THE ENGINEER HAS
BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED,
2. Ir~r~IGATION NOTE:
IRRIGATION SYSTEMS SHALL UTILIZE lOW VOLUME DESIGN SUCH AS LOW
TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION
AND lOW EVAPORATION AND MUST HAVE A RAIN SENSOI~ DEVICE OR
SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER
SYSTEM WHEN ADEQUATE RAINFAll HAS OCCur~ED. WATER SUPPLY SHALL
BE PIPE TO EACH INDIVIDUAL PlANTER ISLAND.
SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR REClAIMED WATER
SHALL BE USED (UNLESS UNAVAIlABLE) AS A SOURCE OF IRRIGATION
WATER. 1 00 % COVERAGE MUST BE PROVIDED, AN IRRIGATION PlAN SHALL
BE SUBMITTED IN ORDER TO AVOID DElAYS AT THE TIME OF THE CER-
TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM
BE INSTALLED.
:3. TREE BARRICADES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES
MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT
INTO OR FAILURE TO MAINTAIN THESE BARRiCADES WILL RESULT
IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR
PERMIT REVOCATIONS. AS PROVIDED BY ORDINANCE #90-16 AS
AMENDED.
4, TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P,
WHICH IS NOW A PART OF lAWS OF FLORIDA CHAPTER 90-96,
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF
COMPLIANCE WITH THIS lAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE,
- A TRENCH SAFE1Y SYSTEM SHALL BE DES:GNED BY THE CONTRACTOR,
AND APPROVED BY THE ENGINEEr~.
5. ALL RE1ENTION AREAS. STORM SEWER PIP:t~G, STORM SEWER
STRUCTURES, ETC. MUST BE IN PlACE AS PART OF THE FIRST
PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE
POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING
OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR
DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
6, THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION.
CONTRACTor~ MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR
CONSTRUCTION.
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DEMOLITION NOTES
~~f)~W)
REMOVE:
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
pr~OJECT AREA, PAVING AND
BASE, UTILllY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
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CONCRE.TE
11
ASPH. & BASE
I~~~~~~~~~~~~g
BUILDING
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REMOVE EXISTING TREES.
REMOVE EXISTING CURBING TO THE NEA1~EST EXPANSION JOINT.
REMOVE EXISTING SmUCTURE AND FOOTING.
REMOVE EXISTING WALL,
REMOVE FENCE AND GATE AND ASSOCIATED POSTS,
REMOVE/RELOCATE TRANSFORMER AND BOLlARDS.
REMOVE STAIRS AND WALKWAY.
REMOVE EXISTING CONCRETE,
ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF
mEES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APpr~OVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSllY.
OFF-SITE DISPOSAL OF STRUCTUr~ESi UTILITIES AND
CONSmUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FAC!L1J'!ES APPROVED BY F,D.E.P., AND
PINELLAS COU~,!i',
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# STRUCTU(-?E TYPE TOP, [LEV. INV.[LEV.
--
CD TYPE "c" INLET 78.5 75,00
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CD TYPE "c" INLET 78,5 14,54
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CD TYPE "c" INLET 18,5 74,08
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SAN. MANHOLE WITH
a" PVC SAN. SEW.
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8" SAN. SEWEr~ MAIN WITH
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WATER METERS AND
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220 LF 8" PVC SANITARY SEWER @ 0.4%
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FIRE HYDRAN T ASSEM8L Y
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MH #3
TOP El= 19.80
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INV, SE=12.91
2" TBO
& SAMPLE
POINT
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NOTES:
-INDIVIDUAL WATER SERVICE CONNECTIONS TO EACH UNIT
(NO SHARED CONNECTIONS) PER CITY STANDARD INDEX
#401 1 OF .3. SPACING PER INDEX #401.
-EACH UNIT TO BE SERVED BY AN INDIVIDUAL 6"
S/\NITARY SEWER SERVICE (NO SHARED CONNECTIONS).
pr~OPOSED 15' UTILITY EASEMENT
LOCATE LINES 7,5' FROM CENTERLINE OF
ACTUAL SEWER LOCATION
MH 112
TOP El=20.00
INV. N= 1,3.29
INV. E=13,21
12 LF 8" SANITARY SEWER @ 0.8%
CORE DRILL INTO EXISTING
MANHOLE @ I,E.==12.81 W/INSIDE
DROP PER CIT'( STANDARDS
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NOTE: f~ETAINING WALL SHALL BE DESIGNED
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PAVEMENT Tr~A.NSITIO~J DETAIL
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d; r 8ELOW PAVEMENT
<' rll~. GRADE F'RIOR
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PRINCIPLE POST
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r; MEDIUM BROO~~
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FOR A 1,iIN, OF 10' EACH WAY
_f'lp-. mOIA It OF WATER MAIN WHEN
\: , TIlE VERTICAL CLEARANCE BETWEEN
" WATER & SEWER MAJNS IS 18" OR LESS,
18" OR I-AOrE VERTICAL Cl. I
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CONCRETE ENCASEMENT OF
SANITAr~Y SEWER GRAVITY
MAIN IS NOT PERMITTED.
IRON BODY FERRULE
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JONES PLUMB. CO. T466CSK
6" PVC
VERTICAL CURB
Ie PAVING
-f: 8ASE
'./~v COMPACTED
'>1 SUBBASE
NOTE:
PROVIDE 1/4'
CONTROL JOINTS
~) 4.'0.C" 5' O.C.;
13' I).C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
(~ 40' O,C, FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER,
~~Ur~B/WALK DETAIL
fM.S.
GRADE
'\~~f~~(~~~f~r' ~.~?
~D ~
I WATER MAIN 1"1 ~
-Err
T'I_ 10' MIN, :M
HORIZONTAL CLEARANc~lp-
STORM SEWER +
OR SAN, SEWER .
GRAVITY' MAIN
HORllONTAL CLEARANCE
8" MIN. CONC.
ENCASEMENT
PROJECT #:-
ORIG DATE:-
DRAWN BY: AVF
SCALE: NONE
COI.JPACTED FILL
OR UNDISTUR8ED
SOIL
6" PVC 1/12 BEND
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
\!) 4.'O.C" 5' O.C,.
8' O.C:,' Ot~ 12' c).C.
& 1/2" BITUMINOUS
EXPANSION JOiNTS
@ 4-0' O.C, FOR 4'
SIDEWALKS. 50' O,C.
FOI~ 5' Ol~ GREATEI~.
WHEN SIDEW,6,LK IS
TO BE REMOVED &/OR
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PVC WYE
6" WYE
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WATEr~ MAIN & SANIITAr~Y
SEWER CLEARANCES
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CONcr~ETE 'NALK DETAIL
:M.S.
19/29/16/10676/000/0010
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5/8"
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r~ING - HALF PLAN
IU.S.
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M U ELLEr~ H 1 5008
or approve~ equal - .' .. c"",~"
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t ' I tit I , " Blue Jet, SD[~ 9, 3408 Polyethylene
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ductile iron body.
.
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,
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SOLID COVEH
2" Galvanized~
I~ 21" -1
~[]~ed SUffOC';7_t
1
I
-4"
,.
r<)N
I ....
I 22-3/4'~-1'- 0
r2::?'?77~"~ ' T: -= -.--l
--- . I
Mo:~~ned Surfoce
.
<.:l)
2" Corporation -~ }~I
lllr-"'1!
1'11i!\TI
Tapping saddle_~,.Zl'j.~~
\~1?J
Water Main
:~,r,'9.
L-
o
.
r--
I
r~ING - SECTION
M,l.S.
Minimum Weight 7" 232 Ibs,
9" 278 Ibs.
~OLlD COVER SECTION
Mlnlr"lUM I,./elght 128 lbs.
TOP CONNECTION
NOTES
1, Where rOrJdwrJY base is 8" or thicker use 9" ring,
all other coses 7" ring is p0rmissible.
2. Manufocturers l110del of storm rinr~ ond cover to
be approved by City Engineer,
CHlor~INATION TAP
IUS.
I:~JD CON~JECTION
1'I,T.'3.
THE FOLLOWING JOINTS MUST BE r~ESTRAINED IN ALL APPLICATIONS:
1, BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3, OFFSETS - INLET AND OUTLET
4. CAPS
5, PLUGS
6. LAST TWO(2) JOiNTS ON /" DEAD END RUN (ntin. 36')
7. LAST TWO(2) JOINTS ON A HYDI~ANT RUNOuf (min. :36')
THE FOl_LOWING JOINTS MUST BE r~ESTRAINED IN ALL APPLICATIONS:
1, BEND - INLET AND OUTLET
2. TEE- OUTLET BRANCH
3. OFFSETS - iNLET AND OUTLET
4, CAf.::lS
5, PLUGS
6. LAST TWO(2) JOINTS ON A DEAD END RUN (min, 36')
7. LAST TWO(2) JOINTS ON A HYD[~ANT RUNOUt (min, 36')
I~- L --....j ~ Thrust l~estrrJint (Typ.)
(':=:::::r~-====='fm~.:'_:'."~"'2'~.. ,... ^
'~ .... .,~ . .' "~;~"73l,,, ." . ""
Restraining Gasket (Typ-I < --~~ ('"
L - MINIMUM LENGTH TO BE 100 NOT USE FOR] .l\.,...'...... y
RESTI~AINED ON EACH SIDE OF FITTING (ft.) VERTICAL OFFSE~ ~
NOM,S; ELBOWS (deg.)
PIPE -~-r;;;+---- W,LVE
SIZE 11,25122.50 I 45 90 lEES NOTE: THRUST RESTRAiNT ON SLlPJOINT DUCTILE IRON PIPE
46" 34 _ ~6r.: f---1130'~-R11 2~~ 9 SHALL BE U.S, PIPE FIELD lOCK GASKETS FOR TYTON JOINT
__ ~.. " PIPE or AMERICAN FAST-GRIP GASKETS FOR AI~ERICAN
F,~STITE PIPE. THRUST RESTRAINT ON DUCTilE IRON FilliNGS
8 4 ~fT~ 20- 14-- SHALL BE PROVIDED BY THE USE OF MEGAlUG RETAINERS
o 5 9 jfSf2:S- -1S-- AND MECHANICAL JOII~T rllTlNGS,
12 6 -10 1~.17j ~-T-=~-
1 6 6 1.3 26 63---1.. 7 u
t>l.U.
~-F;' - - . -~'----
NOM. ELBOWS (deg.) VALVE
~:~~ 11 ,2Sf22,50 145190 TEES
F4 .~13~5 ~~RF12 -~:r-
6 4 6 10 15 I I
ij- 4 . 7 1:)' 1 4
!TO 5--9-- 15 -25 18 '
I~ 2-~' 1T2~~ 21-'
NOTE: THRUST RESTRAiNT AT FITTINGS AND VALVES SHALL 8E
BY USE OF EBBA IRON MECALUG RESTRAINERS, THRUST RESTRAINT
BETWEEN PIPE JOIN1S SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS,
~~~~)
Adjustoble __________ ~ I
Valve Box _______
......
Wilen Valve Occurs in Roadway, ~ 'I
set Base on 10-Cornman BriCk, \
~ '~~Ilf.~_..t
~ ' ~: ir. .~J ~.
__________C{t -'cl3.....,.,~
'/ " ~- Water Moin
Mech. Joint VOlve-../ ""-
Restraining Joint
(f)
c:
'0
~
c 15
~ 4-
\.. L ......1 ~ Megalug Restroiner
c:::I:==-=!;',c~I' ~
L :::: MiNIMUM LENGTH TO BE
RESmAINED ON EACH SIDE OF FITTING (ft.) ,
,
(Typ,)
....
I Ij)
'J:) ~
I ()
4-
N 0
J:
....
0..
Ij)
o
Ebbo 1500 Series
TYPICAL VALVE SETTING
P.V.C.
PIPE
r~Es'rr~AINT
r~ESTRAINT
Ql~_(~T1Lt;___-'BON PIPE
~----
IUS.
iUS.
''1~~
_ _ ,(is:j\l..f~;f)
18" Min.
24" Mox, ......;:
II
,
"\~
'~fr(
18" Min. un
__ 24'~~'~~t Distance Varies _! /vaIV. Bo,
~"'~~ 11.- ~~ -"-~~Ir~ -v,
II I ~j) I
I I I I
II N ; r Mech. Joint Volve
lfJJ" · I
f-......r,' t. -~C ,c:~tli~~.
tlj=r'."- '"-,.:rr ~~.
NOTES: i I "'-- r~estraining Joint
1, Steall1er Connection to Foce Street.
2. All F'ire Hydrcmts to hClve 5 1/4" Valve Seat.
3. Fire Hydronts Shall be Ploced at Street Corners
or in the R,O,W. Adjacent to Side Lot Lines
Whenever Possible.
4, See Sheet .3 for Typical Connections & Fittings.
(Typ.)
ONLY APPRJVED
v
~~
-- Fire Hydront Assembly
(Typ.)
Kennedy Guardian No. K-81 A
Muller Centurion No, A--4.23
U.S. Pipe Metropolitan
3:
';:
Back of Curb
or
Edge of Pavement
Distance Vories
r .
/Vo.lve Box
, '~]l~-
d
i
l
I /VrJlve
~lr
Mox, 15' - Min. 4'
Box
.
(j)
~ Tapping Sleeve & Valve
r Mach. Joint Valve r By City, Fee by
I I Owner or Contractor
1I1~ 111~
.. -~t=1t~f~==:3 [-------ll~t.~
Connecting Piece W/integraliy "'--- r~estroinin9 Joint (T'yp.) - Exist, Water Main
cast Mech. Joint Gland on
one End-D,!, Rotatoble Mec .
Joint Gland on Other End,
ONLY APPROVED
Kennedy Guordian No. K-B1A
Muller Centurion No. ,\-423
Ij,S, Pipe Metropolitan
NOTES:
1. All Fire Hydrants to have 5 1/4" VrJlve SeiJt.
2, See Index # 40'1 for JCJck & 80re Detoils,
TYPICAL FIRE HYDr~ANT SETTING
TYPICAL Flf~E HYDr~ANT SETTING
.
It.r".
it.1'.9.
~~~te~~i~~. j~~~f GI~~nJe6~aIIY 9nt~.G.. ~.'..~]}--- F'ire fY~;~.I)t Assembly
on,e End-D,I. Rotatable Mech._______ ~I~
JOint Glond on Other End. ~-....".. ~'llr. rID"'~ -]'- .
l,~ Length Vanes
. '. (See Note 1)
VrJlve and Hydrant Tee i.1~~'~~ - --
1'1/0.1. RotatrJble Mech. JOint~cl Jj?1
Grand on Ploin End Bronch, @ Mech, Joint
~~~!~=---~:=~
~~ Water Main
r-
,\
\~-
NOTES:
1, On Hydrants Requiring Runout
Last T\'vo Joints Must Be Restrained
Per Detail 403 (2 of 2).
TYPICAL HYDr~ANr SETflNG
i'l,1'.'9.
PAr~CEL
_ ~ See
,3' _ /
~...~../
~4
Index No. ,301
Poured Encasement
layers of brick
Approved barrel joint serJls are
"a-Rings" and "RrJm-Necks"
Concentric cone (Flat cover
on shallow manholes 0' to
4' depth)
~
~
I Steel reinforcement
...- 5" min. wall thickness
I type II ocid resistant
cement 4000 p.s.i.
Grout hfiil i?peninJ,9 with
non-s nnl'\. mor\.ar
Grout flow channel
\ ""- 2' joint in pipe entry
~ (Typical)
P.V.C, pipe requires monhole
adapter coupling by Flo
Control, Inc., or approved
woter stop coupling.
NOTES
1, Precast manho.le drop may be opproved by City
Enr]ineer. Shop drawing submittal required.
2, Drop required when 2' or over.
.3. MiJnholes sholl hove Gn interior and exterior coating
of at least 15 mils dry thickness PROLO EP214-351
Epoxi-Mostic or Koppers bitumastic blGck solution
300M,
SPECIAL NOTE:
IN-LINE "DOG-HOUSE" MANHOLE TO HAVE AN 8"
POURED-iN-PLACE SLAB EXTENDING 6" BEYOND OUTSIDE
OF M.H. WALLS WITH #4 BARS @ 8" O.C.E.W. 1 -1/2"
COVER OVER BAR MATERIAL, CONTRACTOR MAY USE 6"
THICK BRICK WALL CONSTRUCTION OR PRE-CAST' WALLS
PER DETAIL
pr~ECAST SANITAr~'( MANHOLE DETAIL
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PROJECT #:-
ORIG. DATE:-
DRAWN BY: AVF
SCALE: NONE
SHEET#:
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EXISTING MANHOLE
TOP== 19.~8
INV. N==12.18
INV. W==1~.48
INV. E== 12.78
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I
MH_IL2
TOP==20.00
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MH ID
TOP==19.BO
INV. W==12.91
INV. SE==12.91
MH #1
. ,,.-
TOP==20.10
INV.::: 14.00
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19/29/16/10676/000/0010
PAr~CEL
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/--EX. 12~ W.
o
I :. I
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30'
.....
GENERAL LANDS(~APE ~l()TES '
C I I "
,--.Jca e
3()'-O"
I, /,\'1 plant r:later'lals shall be Florida # I or better and illstalled to highest nUf'sery :'Itandards. Plan'::s :'Inail be
heaithy, free of pest and disease.
2, !"'xli F'lal'lts shall be contal'ler grONn except as 110ted on plan.
3. NI palms and trees sha;i have :'Itralght tr'unks with no tWists, knOttlllg or otr.er defect 'Ie char'actenst'cs,
4, ~vklch si1al~ be 100% PII',e Bark, Installed to a 1llllllin'Jlll thickness of 2".
5. Sod shall be 95';70 \veed free St, /\'U(3usttne "Floratam", Insta,led 0Jlth t'gd JOII'ltS.
G. A'l d,llle'lS,OtlS shall be kid checked by tre Landscape Contractor pr or to constructlOIlN th any
dlscCep'allcles reported to the Landscape Arc1lltect.
7. /'\11 materials shall be as specified on the plans. If Illatena:s, labo:" or Installatlo'l tedl'^lques do not adhe:"e
to the speClflcat'clls, they vVI,1 be rejected by the Landscape r'\rchltect IV t11 spedled materia,s and 1I'Istallatlon
camed out by tile Landscape Contractor at no additional cost,
8, '~o S'.tbStltUtlonS of 11Jter'als or C11ai^ges to tne dra cVlngs or specifications shall be made.
9. A'I reQUIred oe"11 ts are to be provided bv the l'lsta!/I'~r:l contr'actor I/,:ess speClflca:ly stated oti1erw<se III
\ I ,J orJ
the si?eclkat'o(ls,
10 COlltr'3ctor' IdenV'catlo'-1 S'(]IlS sl~a:lnot be alio'Ned on the prOJect.
1 I. COl'Mactor shall be respo,lslbie for ail Items 3S s"lown or oesmbed on ths plan and spec ftcatlo1s.
I 2. All proposed lal~dscape 3no sod areas conta'l'llng turf or.veeos slla:1 be t,eated With "Rou,-d--lJp' per
mardacturer's ::;'i?eclt'CatIOr6.
13, losc3pe Co:'trJctor 5'i3:1 provlc:1e 3i1necessary site pref-"aratlo'" req'J'red to ready the s'te for pla:-Ittng as
specfled.
14. The !a'ldscape COI Mactor sinai: ,var-rarity aid guarantee al: Inatei'ta'.s and labor 'or a per,od of 90 days 'or
shi\,bs and grouI'1dcover, pallns and trees. Warranty ,lild guarantee penod shail be~lll upon date of cOlrp:etloll.
15. /..,11 repar'S ,!lid/or replacelYlents shall be nade oy the Landscape Cor.tractor \vlth:n I O,VOrkl'lg days upon
"'o~lhc.at'on o~ 31iY deflcle:"C'es by tile ow'-er or t~,elr representative.
lb. /,!I quest ons regarding the Landscape Plar,s and SpeCifications shall be directed to the Landscape
!vch teet at (727) 787,2840.
I-Il\I~l\J f30 'U LE V i-\I~D
80' r~/w
(INGf~ESS AND EGRESS EASEMENT 1967)
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SIGHT
~ 1 RIMGLE
- EX. 2" OAK
(Quercus virginiano)
48" Height
F I x4 pt rail:,
2x4 pt po,,-,t
- LEx :,tli'1g grJde
Quan.
Code
Plant Materials Schedule
'Spr::clflcatIOI1
10 (jal., 3G' x 3G" &~
10' 'It. x G-T c,~r . I"tln 2 5" c31. I ~
10' 'It. x G..T spr, 1"lIn 5 stems, 111111. 2.5" cal.&
10 It, x : 0' :''P''',. '11111 2,5" cll.~
I gal. 12" ht. x 12" :;,pr.
I gJI" '2" I I';, x I 2' c,p"',
3 'l.Jl.. 24" ht, ^ 18' c'rx.
3 (3~d.. 18" h::. x 18' "'pI'
12- i 4' ht. x 5' e.pr" 2.5" eal, &
10 ,:pi,. ,10" ~,t, x 24' ::,pr,. f\J:1
3 (jal.. 18" h';, x 18' c,pr.
i 0-1 G' e.t. staggered ~lt5
3 g11, 20" h';. x 20' ;"P^
3 '3.d., 24" ht. x 24' :,:,pr.
I g,ll" G" ht. x 12" spr,
3 (3al" I 8" hr. x 18" "'pr.
3 gal" 24" ht. x 24' ::,pr.
/4' C.T.
/0 gal, 3G' ht. )( 3G' Spl',
, 2" length red
plJstlc fag
t<lpe
Bot.IP'C al ~:a 11c.:;
Criri,J:'l a::'lc.c CI,111
COl111rOl1 Nal'lc
Cr'lltJ'll Lily
b"',r Fa'3t~3 Hol:y
Crape ~,~y rt Ie
Tree: Fori'll
Gur t Ll"ope
I :ex Or..:JJca
La~(::f':,';,roe Tlla ,rdle.
24" Dcptn
LLjJ;'~ 'L.,lr JJpO!~ Clio} '1
Llllepe ITlU5C3rl 'ever'gree'l 0Id:1';
LWlor.?e r'u:OCJI'I 'vcr-,e,pt':Cd
PO~~ POCiO~ ;V':''.!::'> l'lac "'o::>,~> 1"_6
:"'l V PILV:J:;,poru' " tOD 1-'.
!j\j Ol,e:rC JS '/Irgll' a '3
RE Rtl",!;;'IS excels3
RI RJr.?h'O:;9" lCl,CJ
5F 5",bdl P3!,Tetto
TDF T' r;;::.aC;"Il' Dx::/o d:::J
T JV l r 3che:ospcr IflUIP J3Y!' no des' Vd! IcgJtt?d'
-;- Jr~ T,'acnclo:;,pennull1 J:,:iJeICUI1l
\/5 V bfn,/~ suspe~')'.!rn
\ 0 V'DJ'n'JI1 odoratlsSIUi'll
TREE PROTECTION DETAIL
I
Aztec C;r'3SS
PodocalVus
V3neg3teo P,ttOSPOI'\)lr1
L \ e OaK
Lady Pal 11
'rd,an r1Jlvt 1101 II
C o,l/ba'3c P31'n
F clk.:,'"3tc:lee Grass
V 3r'lcr3ated Conf edel-.JL<~ j3"A'llrt~
D,\dd Conieder'dte JdSl1~ Ile
5an~jank,\'a Vb Jl"11lJr"1
5.veet Vlbl..r'I1JI1l
Was 1111'3t01l13 Pal,n
Cacdbo:;rd Pal'll
10
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FERTILIZATI()N
'v'/R 1.,3 i0bl...is-:a
ZFJ Zam,a +,r.U"CJcea
Shrubs and T ree5
All trees and shr'ubs shall ~e fertilized wltll"{\gr'lfor'll1l\ 20-15-5 planting t3blets at time of planting and pr'or to
Installation of plant Pit backfill. T abiets shall be placed utllformly around the root ball at a depth that 15 between
the middle and bottoll1 of the root ba,l,
EXisting n3tlve
5011
Is3p t
t'
"t
NatIve 50,1
bJckfdl
Application Rate:
I Gai!on Conta,ner:
3 Ga;ton Conta ner:
5 Ga:lon Container:
7 Ga,lon Contaliler:
Trees:
TREE PLANTING DETAIL
I - 2 I grain tablet
2 - 2 I grain tablets
3 ' 2 I gram ta?lets
4 - 2 I grarn tablets
3 tablets per each 1/2" cal per of trunk
~_I 5i::t shr"b
. 0 ~f .0 plumb, With top
2" Mulcr, ~o 0.'. . of root17ail I"
. . above flr115h
o ~ . gl'ade
Finish Grade-l . ~-::--.-. :-~ ,. .. .... ., Q
R t I I! ];:,~y::.~~ ::
00 oa " . ;'..., '..:.... ;." -EXisting natIve
~\! atlve 50t! \ Jt;~f-r}""'-:-':'!~..~ ;~/' 5011
:,ackfl:1 \,>'';-: ';';.,,":',;
Groundcover Areas
All groiJndcover areas
spec,f,catI014s,
SANITARY MANHOLE
RIM ELEV. == 19.28
8"SS N, INV. ELEV, == 12.18
8"SS W, INV. ELEV. = 12,48
6"SS E. INV. ELEV, == 12,73
24"55 E. & W. INV, ELEV. = 4,08
receive fertilization Nlth IOZIl:ocote" time re:ease fertll'zer per manufacturer's
RIM ELEV. == 19.31
6"SS E. INV, ELEV, == 8,01
6"SS E. INV. ELEV. = 15,01
8"S5 \II, INV. ELEV, == 7.81
8"SS \II. INV, ELEV, == 13,91
24" SS E. & IV, INV. ELEV. = 4.31
8" FOHCE MAIN S, INV. ELEV. = 7.01-
CONG, FLl ME
APPRO.X:IMATE TOP OF
BANK OF RETENTION POND
RETENTION POND
SHRUB PLANTING DETAIL
10' W,DE LANDSCAPE BU~FER
I -"'.E[ EVERY 35' OC,
to' UIlL/1Y EASEMENT -'0--
FLOA?/OA POiVER COrP,
430.00
of Section 19-29-16
r~
Fnd PK Nol & D
CN"- (0"'-'-/4
(:(JrniJf" Section
19-29-16
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25' NON-EXClUSIVE EASEMENT FOR i G ESS-Ef ES5,
PRIVATE & PUBLIC UTILITIES, SIGNS & PURlB ANCES
l11ERE1O (a,R, BOOK 5783, PAGE 10' )
BEING n~E $, 25' OF ll~E N, 55' OF
NOT PLATT [
-EX, 18~ RCP
EX. GRA TE INLET
GRATE ELEV, = 17.09
INV, ELEV, = 14.94
48' SUBJECT TO N N EXCUJSI EASElviE T
FOR INGRESS-EGRf, PARKIN, PRIVATE &
PUBLIC UTILlnES, ~ G, $ & API RTENAN(
TI~ERETO (O,R, BO 578.3, P 'E 103.5) r
ASPHALT DRIVEWAY
O'''~
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ASPHALT PAVEMENT
EXIST. 15' DI~AINAGE ESMT,
-h:-ArsHif~WATER OUTFALL EASE1AENT 10 BAY PARK CENTER
OR 4548, PG'S 105-106
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COPLEY DESIGN ASSOCTA1ES.1NC. !
Li\NDSCAPE'\
A R. C ~I I TEe T S ·
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787~2840
Fax 727 785-.t017
Landscape Architectme
Site PlalUling
Construction Management
JOB NO. 22029 J]
SHEET ]
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~ C;ENERAL IRRIGATIC)N NC)-rES,
~IRRIG/\'rl()N LfGEND-~-------------
GO'
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30'
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120'
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I . !nstall a new automatic Irrigation systel1 to prov;de 100% coverage of all :andscape areas.
2 Shrub ([sers shail only be used In fledges or mass plantlngs. R,sc:r's shall not extend more than 2' above the
Installed height of the elant, All ([sers shall be schedule 40 pipe, painted black. :n no case shall sllrub riserS be
Installed adj9cent to walkvvays, driveways or other areas where t~ey l11ay be damaged,
3, I^'-li heads Installed 'n planting areas along Nalks, dr,ves and parKing lots shall be I 2' pop-up fixed spray
heads. All heads shall be Installed With the top of the spray body flush With finish grade. All groundcover areas
sha!i be liTigated wltn I 2" pop.up f'xed =,pray heads and extenSions as rec.lulred,
4. All sodded areas shall be Ir'f'!gated With 4" pop-up spray heads or pop-up gear dnven lieads vlless
otherWise speCified,
5. Pipe, valves and other Irngat'on eo,u!prlent l11ay be shOvvn In drives, walks or b'Jlldlngs Tor ciarlty only, Install
all 'laves and other ecA,uiprnent In landscape beds for best accessib Ilty and concea,ment,
G. Valves shall be Installed 111 a manifold Within .3 valve box of sufflc'ent S!2e to service all valves Within the box,
Va!ve box s~a:1 be free {rom any debilsNhlCh may cover valves. Prov'de a 3" depth gravel sump at the botton1 of
5)/lnbol
(~ 5F-B
(;~ 5 H-E)
G~ 5Q-B
. /-~EX, 12" W,
-II
5peciflcatlon
T oro 5' R,adlus fu'l Circie Bubb:er
.........
) , ~'"-.
Scale
III
- 30'-0"
Tow 5' RadiUS I-ia:f Circle Bubbler
Taro 5' RadiUS Quarter Circle Bubbler
I-Ij\I~N
BO'UI~EVl\I~D
80' r~/w
EGRESS EASEMEN T 1967)
lilJ!l~!lI"r.,;'"'~h GroJe Willi.
COnc.l de dOPut-L ?\' _ 1"t-'- L Pop-up ~:xed ~pf"Jy heJd
at ea.:.h IleZid L-l. L-J'
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DIOTQ
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O/5TQ
()15H
015Q
DI5EST
Taro 5' R.adlus Center 5tnp Bubbler
Taro I 0' RacJius Full Crcie5prayllead
EX, SIGN
TO REMAIN (SEE DETAIL)
SIGN TO BE MODIFIED TO
MEET CITY STANDARDS
I ,-
20' 20'" /" /
SI(:fH ~~" \ ,. 0 !.P.
~ 1RlANGLE I 5E'. I 5ss~r-'~~-20 x2~:, Sf I 5S~.t
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s.t 1/2' I R -1 /."".;c;.,. IA500.ft ~ ~ ~(j ,~i'f.:';: "'- ' ,
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e3- 5' SANITARY SEM.R-1 P .O.B.
eo T r--- / /~ EASEMENT I k:; APPRCXIMA lE TOP OF
. "~ ( C ljLL~L,-rr/')"/ / / / y;: 0 __ BANK. OF RETEN1l0N POND
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" /> // ';; v /, V/ /, // ! (ILLEGIBLE) ~g9'28'5?1 E 283"pO' .
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\ 15Q -. I~Q 15Qt r----r------->-- ,- Q 15Q {~,_ ~rsQ 156~ / 15' ~
o --O------a::-"-ey---o----O~~ o' ( OO----O---~-O------~"o_'-~cJ-<T~ 60-:--0-) J~~- 0 ~6--o_-o_- / 0 0 0 0 0 0" 0 0 -:;\:1 . . 6' WOOD
Qlc2clADJ 0 ',52'c?d 511 ob9t ,I 511 ,'51i I ~H' 5H ,'5HI 51i , I 5~dLW ,I 5 CI ,I 511,. ~ 5~:'~ Ii I 5 H 1,5ri, ,151: _ ,I ~',,', 5" 5T(~;d ',5 't:5.H C~II.'~'<. d'51i "I ~ .1,:;2<: I 51', I ~ F _ 15,Ii ',5H,. I 5H, I 51" 2~~20 1511 , I 51" !t~~,5A.o~~ 5~~J ,.C) '~,5.A~J, ,~Q ,'~:5:'~;~dC::~':'~ '=.,~~~~~ ,~~~~~~ 'o,~" _~_.(:ENCE ~.l,-
u8rrfi~~~-'~~~'~~'\O=~~~1~~' A=AVE~EN~~H~~~~~-^--WW--~~R;;;::;~~59~-~~W~~ttI5C~UN~-"T~~:\~,=:~:~~~~:~AVE~:rt:r~~~--~-~-~-~-~-~-~-.-1O08,8~~'~---^ --. -~ - ~ ~. ^ ,~ ^ ^ ^ ^ J ~ ~ ~T
(INGPESS AND
T ora I 0 RJdlu:~ Three QUJrte1^ Circle 5prayhead
Taro 10 Rad,us Quartel- Circle 5prayheacJ
~
~ Poly ell
h-f I 8" poly flex p'pc
I
- Poly ell
Taro I 0 Racllu:J Half Circle S!?rayhead
T oro I 5 R,adius Fuli Circle 5praY:lead
Taro I 5 R,adL's Three Quarter Circle Spr'ayl1eacJ
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then:.;:;: ~,t.
7. /',,:1 ,'mgatlon eqL.:lpmel.;t and Insti,latlon techniques shall meet federal, state and loca! codes, regulations and
ordinances.
8, All gear driven heads and ali heads along walks, curbs, dr'IVes and parking areas si:all be Installed on fleXible
polyethylene sWirg jOints,
9, Gear drwen heads Yld fixed spray heads shall be Instailed on sepdrate 20'leswl'ere pOSSible. PreCipitation
rates and head type should be compatible /vlthll1 eacll zone. .
10, Gear dnven heads slla,1 not be 11-lst.3~led :1'1 shrub areas o~ be Instal;ed on r',sers where poss,ble.
I I, Contrdler t?e mounted as shoA'n on pian
I 2, /\11 sleeves %311 t?e schedule 40 pipe l'15talled a 111,lnnUI11 or 14" below grade, Sieeves shall be used only
to ,n:-,taillateral,ry'gatlon I,nes through. Sleeves sbilnot be used as .3 met rod to cOl1veYJVater through the
systern.
13, Adjust a!1 heads to pro'/Ide maximum coverage a:ld eirlciel1cy a~d Irlnrnlze overthrow. Irrigation heads sha:.1
not s~ray o,er wa,ks, drives or any oWer norHrrigated areas,
14, 'EcAu'pm,:;:nt s:l,ali be manuractured by, 'Tord', "r;',ainblrd" or 'Hunter' or as othef'\vlse stated on the plans.
15, C~~'tractor s'nail field verify water source to deliver the oroper ~ressure, pounds per square inch (PSI) and
\Jater fiD,.v, gal:ons per :111 11 ute (GP,V) as req'Jlred by the irrigation syste:n. Notify the Landscape Architect If there
15 discrepancy.
I G, All penMs reqUired for 'llstal:at,ol1 shall be prOVided by ti,e cOntractor.
17, R,der to !Joe Landscape Plans vvrr.;;n locating a,llrr!gatlon eql)yne~t. Allow all1ple roorY, near Irrlgatlol
eqJlplT1ent for the proper Installation of trees, shrubs and other work shoNn on drawl:lgs to be Installed,
18, All NI'\:::S sha'l be Insta::ec.1ln 0Jlre s:eeves,
I 9, Co:otractor shail be responslb:e for all Items on the pian and Irngatlo"" spedicatlol,
20, Contractor sna:1 Instruct the owner on the full oper'atlon .3rd rnail1tenance of the Irrigation system.
2 I, Contractor s:1a~1 be respol1sib:e for all final repa'rs or adJust:nents to prOVide proper coverage to ail
landscape areas.
22, /'"Ii cA,Jestlons regarding Irngatlon seeclkatlons sha!1 be directed to the Landscape Architect at (727)
787-28L10,
Toro 15 RadiUS r1alf Circle 5prayl1ead
T ora I 5 RadiUS> Quartel- Crcie 5prayl1eacJ
r---
PIPE SIZING Ct-1ART
1/2" PVC PiPE
(\ IRRIGATION SPRAY HEAD DETAIL
-0
Toro End Strip 5prayheacJ
0-5 GP~...1
DI55ST
Taro 5'de Stnp Sprayhead
,.
Taro Certe,' 5tr'ip St?rayhr.:acl
DI5CST
G- I 0 GPM
3/4" PVC PIPE
() i-25F
() 1-25ADJ
.1-25
[>,5'1
e
r1unter Fl-!I C'I'cle Gear DI':ven riead G GPM
I I. I 5 GPM
I" PVC PIPE
11unter AdjUstab'!e RadiUS GC.1r Dnven Head 3 GP~.~
L
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r flr115h GrJoe
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, ;~ U C"n~! cte ""rut
L-l Jt eJ.h nc,l.;:l
p~'?-~jp ge~r ar "t.~ -
:-'P"ai read
I G-25 GPM
I 1/4" PVC PIPE
RJdlu'~ Ge3r Drwell rieae.l - Alternate
Hunter Ac1j
2G- 35 GPM
I 1/2" PVC PIPE
Gate Val'/e
2" PVC PIPE
o L
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o <.0
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-PO'/"'1
3G-50 GPM
r 18' poly I:e< p'r""
-r-1 ,
W,-'1ter 50urce - 4" Deep Well -
submers,ble !?Ul1lp, FJUlnp start and
blo\v-off v;;lve
1:
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50+ GPM
2 1/2" PVC f':>IPE
f'VC F,tt,,'J~
\: I ". I
\ L pvc ,~tcrJI i.n" p'p"
f\ IRRIGATION GEAR DRIVEN HEAD DETAIL
-0
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il~:'~ ~Jv51 EM
~F;;t' ~~:~E Ii
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ElectriC Remote COI,trol Valve - 2'
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Taro 501!d 5tate Dual Progral:1 Controller
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Class 1 GO P.V.c. Later31 Line (maK. flow 5 feet/sec.)
~jbin Lnt' - Scll. 40 2" P\fC
(1l1ax flow 5 feet/see.)
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SANITARY MANHOLE
RIM ELEV, == 19.28
8"SS N. INV. ELEV, == 12.18
8"SS W, INV. ELEV, == 12.48
6"SS E. INV, ELEV, == 12,78
24"55 E. & W. INV, ELEV. =
4.08
Pop-up t.....cd :IP'"JY h.=.Jd
t
C'\J rrnHiJfn depth
or-
Underc3rouncl dr'lp emitter' lex" vo1ulne r'r'lgat:on
I
~ 0
.
r'fl.lnpT'wn": dep' 00
or-
~ /.1:"tcd ~.eeve~ Ut1c,jer 0:;111. r).wed ~re<:tr:.
- ~r L.,teral zone ;,ne,
E ir:"tall s:ee'Ie:. \.Jnoef dJ~ pa\,ed ..red':'
t~~Jlnllre plp:P'3 (scf1cduie 40 PVCl
(2 R.e'"o," col'trol 1',1.," '.," e; '..0 be l!1;t,l;cd urder l'1JI";,"c
~e,u(e 1.0 mJldl(,e Jt 8' Ir1terV.;1ls l,'v!tI1 ,\'~teqJroof
tap~ \v"apped 4 t'n'e5 .tl"oUf'ld pipe dt eJ(..h roc~tlon
I
~ 0
I
~ 0
RIM ELEV. .- 19.31
6"S$ E. INV, ELEV, == 8.01
6"S5 E. INV. ELEV, == 15.01
8"S$ IV. INV, [LEV. == 7.81
8"S$ IV, INV.. ELEV, == 13,91
24" SS E. & IV, [NV. ELEV, == 4.31
8" FORCE IvlAIN S. INV. ELEV. == 7.01-
L
'::( -
RE1ENTION POND
f\ IRRIGATION PIPE DEPTH DETAIL
-\:7
L f----
10' U17L11Y EASEMENT TO --- ~ ( f----.
fLORIDA PO!~R COi?P.
(~
/-100..00'
Fnd PK Nol '" 0
CNR;"' EOstTl..
cor-nor Soction
19-29-16
25' NON-EXClUSIVE EASEMENT FOR II G ES$-(( RESS,
PRIVA1E & PUBLIC UTIUTIES, SIGNS & A::>pURTEI ANCES
TI1ERETO (O,R. BOOK 5783, PAGE 10: )
BEING n-iE S. 25' OF TI1E N. .5-5' OF I T PARCf L
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I 1 ___ EX. GRATE INLET
i ---- GRA TE ELEV. -- 17.09
1 S: INV. ELEV. = 14,94-
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FOR INGRESS-EGRf5~; PARKIN, PRIVATE &
PUBLIC UTILITIES, ~ G S & A~tUR1INAN(~ S
lHERETO (O,R. GOI K 5783, P,'liE 10.35):r:
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COPLEY DESIGN ASSOCIATES, lNC. .
I
LANDSCAPE,
ARC II I TEe T S ;
1666 Laney Drive i
Palm I Iarbor, Florida 34683 '
Phone 727 787-2840 :
Fax 727 785-4017 I
Landscape Architecture
Site Planning
Construction Management
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JOB NO. 22029 Ii
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SHEET
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