FLD2003-07032, PLT2003-00006
FLD2003-
07032/PL T2003-
00006
BELLE AQUA
VILLAS II
116-120
BRIGHTW A TER DR
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LEGAL DESCRIPTION
A SURVEY OF'Lots 53 AND 54, BAYSIDE SUBDIVISION NO, 2
AS RECORDED IN Plat Book 27, Page 32
OF THE PUBLIC RECORDS OF' Pinellas COUNTY, F'LORIDA.
FLOOD ZONE INFORMATION
THE ABOYE DESCRIBED PROPERTY APPEARS TO LIE WITHIN F'LOOD
ZONE AE PER F'LOOD INSURANCE RATE t.iAP 125096 0007 D
t.iAP REVISED: 08/19/1991
BASE FLOOD ELEVATION THIS AREA = 11.0
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
EUGINE T, CAUDELL PLS#4821 L.B. No. 6492
DATED: 09/14/01
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SECTION 08, TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
PARCEL I D .#08/29/15/04932/000/0530
PARCEL I D .#08/29/15/04932/QOO/0540
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EXIST. ElEv''TION
EXIST. CONTOUR
NEW ELEVATION
+ 10.00
-----10----
NEW CONTOUR
EXIST. STORM SEWER
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NEW STORM SEWER
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NEW UNDERDRAIN
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EXIST. SAN. SEWER
NEW SAN, SEWER
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EXIST. WATER SERVICE
NEW WATER SERVICE
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NEW INLET
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NEW SAN. MANHOLE
C.O.
_1_1_'''-1_1_'-
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
NEW ASPHALT
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NEW CONCRETE
TEMP. SILT BARRIER
POINT OF CONNECTION \.Ai...
OF NEW UTILITY TO EXIST. ~
M METER
B,F.P,D, BACKFLOW PREVENTION DEVICE
F.HA FIRE HYDRANT ASSEMBLY
F.D.C. FIRE DEPARTMENT CONNECTION
T,B.O, TEMPORARY BLOW-OFF
T,&V. TAP AND VALVE
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Checked By: H.G.
BesLCOI'Y
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07/15/03
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SITE DATA ' :~
-f-.__.....~,..~'"""''' " ".".,".--..",","",< "',""
'i EXISTING (E)
",.,,,,,..,-,-,,,,,....,.,-,,,_.,,..',...,,,._..........'-"'-'",_......--, --"",,,,,,,,,..",,,," ." ,'.' ';""'.".., "," """
ZONING:
. -",,/,-'0-" ,"., lr~..' ..'f'....'''' .:~ "-.l'.\"'i<'"-",,'{"-:,oI'h:.\-. ...""".<....'.-'I"~~''''';'..'''.~'~..''''.....~.,'''.~....,. ~'~', ''''''~", ""r""""""" '. ':.~~ .......",""'.".....I'<"'~r'.. ','..,.""~..I'l".'''!.,.HP.~.'''''t......fll\t''....,. ",""."",,,.,
, PROPOSED (I=>) ~
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REQUIRED
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LAND USE:
RFH
RF'H
RF'H
ATTACHED
DWELLING UNITS ,.
7,433 SQ. n,
.17 ACRES
30 UNITS PER ACRE
10 UNITS MAX.
N/A
N/A
15'
10'
,.
20'
35'-100'
USAGE: ,>of
17 UNITS
MOTEL
ATTACHED DWELUNGS
17.7 (3,315 S.F'. E4CH)
LOT AREA:
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9,291 S.F'.
0.6
14,775 SQ. FT.,
0.34 ACRES .,
14,775 SQ. FT.
0.34 ACRES
INDEX OF SHEETS
DENSITY
6 UNITS
18 UNITS PER A~:RE
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C1.1 CIVIL SITE DATA
C1.2 CIVIL SITE $PECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVIL SITE DETAILS
C6.2 CIVIL SITE DETAILS
l1.1 LANDSCAPE SITE PLAN
L 1.2 LANDSCAPE SPECIFICATIONS
AND DETAilS
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4,854 SQ. n.
33"
4,654 SQ, n,
0.33
18.3'
BUILDING COVERAGE:
(s.F'. c!c " OF GROSS SITE)
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GROSS F'LOOR AREA (s.F'.):
F .A.R.:
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20: l' - BLDG. ,; I
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" 5.2'-8.3' - TO BLD~ EAST;
9.6'-10.3'- TO PVM]J'.EAST I
6.2'-8.2'- TO BLDG~: WEST ~
9' ...9.4' - IOPVt.4T...iiWEST ~,
0' - TO BOARD WAUt< ~
,13.9'-10 POO~;16.2':rp BLDG.;
:1 40.33' -.. Tgt~~~ ot ROOF I'
1 FROM BASE F'LOOD EaJ; 11.0',
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. 1,439 SQ. FT,. '
10"
SETBACKS:
FRONT:
, SIDE:
5.1'
REAR:
20.2'
BLDG. HEIGHT:
14'
PAVED VEHICULAR USE AREA (Y.U.A.):
(s.F'. OF' LOT ARE)
. .' ." .,. .,..' ."" ~. ~. ,,-, .............,.', ~" '.". .." " ........, -...."...,.."..~......,... ~, ,. .... .".. ,.,....,..' ,',' " .','. .", ,.". '. " '. ""..', .' ',"
It.iPERVIOUS SURFACE RATIO:
(I.S.R.)
1.612 SQ. FT.
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10,930 SQ. n~:
.74
11,069 SQ, FT.
0.75
3,706 SQ. FT.
25"
0.95 MAX.
OPEN SPACE:
(S.F. &: " OF GROSS SITE)
";~~~ING LOT IN~~~I~'~""~~~~~'~~I~~; ~
(S.F. c!c " OF V.U.A.) !
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3,845 SQ. n"
26"
603 S.F'.
42"
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0.05 t.iIN.
N/A
10% MIN.
9
(1,5 PER UNIT)
TMS DRAWING IS AN INSTRUMENT Of \SERVlCEAHO SHALl RDWN THE PROPERTY Of THE
ENGINEER. AND SIW.L NOT BE REP~. PVBUSHED OR USED IN /IHf WAY WITHOUT
THE CONSENT OF THE .ENG~IN;U:."~' ~,~~~~:~COPYRIGHT 2003.NOT PUBUSHEO
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., ':' ; ': ;~ 18 2.000
C1.1
PARKING:
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12
PARKING CALCULATIONS: 6 UNITS x 1.5 PRKG. SPACES = 9 SPACES REQUIRED
6 UNITS x 2 PRKG. SPACES = 12 SPACES PROPOSED
COPIES OF THESE PI.ANS ItIilE NOT VAliD UNLESS
EMBOSSED WIlli E:- ~Gt4:NG ENGINEER'S SEAL
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LANDSCAPE SPECIFICATIONS
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PART ONE - 6ENERAL
1.01 EXTENT OF LANDSGAPE DEVELOPMENT WORK IS SHOWN ON THE DRAWINGS AND IN THE NOTES AND SGHEDULES
1.02 PROVIDE TREES, PALMS, SHRUBS, AND GROUND COVER OF QUALITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN
DESGRIBED IN GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROVIDE HEAL THY, VIGOROUS STOCK, FREE OF
DECEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, IN.JJRIES, ABRASIONS OR DISFIGUREMENT.
DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSGAPE MATERIALS ARE NOT OBTAINABLE, SUBMIT PROOF
OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
1.03 PROVIDE PROTECTIVE COVERIN6 DURIN6 DELIVERY OF PLANT MATERIALS. PLANT STOCK IMMEDIATELY, OR
STORE IN A SHADED AREA, KEEP ROOTBALLS MOIST AT ALL TIMES. DO NOT REMOVE STOCK FROM CONTAINERS
UNTIL PLANTIN6 TIME. TIME DELIVERY SO THAT SOD WILL BE INSTALLED WITHIN 24 HOURS AFTER ARRIVAL AT SITE.
1.04 DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID
POSSIBLE DAMAGE. HAND EXCAVATE IF REQUIRED. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH
ARE ENCOUNTERED, SUChl AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY THE
LANDSGAPE ARCHITECT BEFORE PLANTING. CONTRACTOR SHALL EXAMINE SUBGRADE, VERIFY ELEVATIONS,
OBSERVE OVERALL SITE CONDITIONS AND NOTIFY PROJECT MANAGER OF ANY UNSATISFACTORY CONDITIONS,
THE CONTRACTOR SHALL NOT PROCEED WITH v-lORK, UNTIL CONDITIONS HAVE BEEN CORRECTED.
1.05 HARRANTY TREES, PALMS, SHRUBS AND 6ROUND COVER, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL
COMPLETION, A6AINST DEFECTS INCLUDIN6 DEATH AND UNSA TISFAC TORY 6ROHTH, EXCEPT FOR DEFECTS RESUL TIN6
FROM NE6LECT BY OWNER, ABUSE OR DAMA6E BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENCE HHICH ARE
BEYOND THE CONTRACTOR CONTROL. REMOVE AND REPLACE TREES, PALMS, SHRUBS, AND 6ROUND COVER FOUND
TO BE DEAD OR IN UNHEALTHY CONDITION DURIN6 HARRANTY PERIOD. HARRANTY LAHNS THROU6H SPECIFIED
LAHN MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE.
PART Tv-lO - PRODUG TS
2.01 THE CONTRACTOR SHALL HAVE A SAMPLE OF SITE SOIL TESTED TO DETERMINE SOIL ANALYSIS. TESTS RESULTS
SHALL DETERMINE APPROPRIATE SOIL AMENDMENTS FOR LAHN AND LANDSCAPE AREAS, CONTRACTOR SHALL
SUBMIT COPIES OF TEST RESULTS AND PROPOSED SOIL AMENDMENTS TO THE OHNER AND THE LANDSCAPE
ARCHITECT FOR APPROVAL. SOIL TESTIN6 AND SOIL AMENDMENTS APPROVAL SHALL BE ACCOMPLISHED
2.02 LANDSGAPE MIX - 60% PEAT HUMUS, 20% v-lOOD CHIPS, 20% COMPOST, N.P.K. 3,2,1, AS MANUFAClURED BY
HI LLARY PEAT OR APPROVED EQUAL.
3. MINIMJM MJLCH
FOR V'4ASHINeTON
PALM INSTALLATION:
TRIM 1/3 FRONDS AT TIME
OF DIGGIN6 AND PLANTIN6
LEAVE FROND BOOTS ON TRUNK
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REMOVE WNT AINER
FROM ROOT6ALL
PLANTINe SOIL MIXTURE
EXISTlNe SOIL
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20 LAYERS BURLAP PAD AT
SUPPORT GONT AC T - NO
NAILS IN TREE HOOD
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SHRUB PLANTING DETAIL
HIRE TIE TO HRAP AROUND
2"X4"XI6" MEMBERS
2" )( 4" BRACE (P.T,)
SPACE THREE AT 120 TYPICAL
2" )( 4' STAKE (P.T,)
THREE FEET LONG
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2.03 MULCH - OR6ANIC MULCH FREE FROM DELETERIOUS MATERIALS AND CONSISTIN6 OF THE FOLLOHIN6:
SHREDDED - 6RADE A, CYPRESS MULCH,
2.04 FERTILIZER - FOR TREES, PALMS, SHRUBS, AND 6ROUND COVER, PROVIDE "A6RIFORM" TABLETS BY SIERRA
CHEMICAL CO., SLOH RELEASE TABLETS, 20 - 10 - 5 FORMULATION. TABLET AMOUNTS SHALL BE AS FOLLOHS:
4" MIN. SAlJC,ER RIM
FINISH GRADE
3" MINIMUM MJLCH
ROOTBALL, Ie>" MINIMJM
RADIUS FROM TRUNK
V'4ASHED-IN AND TAMPED
ST Ae6ER. ROHS OF PLANTS
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GROUND COVER SPACING DETAIL
I 6ALLON - I TABLETS
3 6ALLON - 2 TABLETS
1 6ALLON - 3 TABLETS
15 6ALLON - 4 TABLETS
30 6ALLON - 6 TABLETS
B4B PALMS - 6 TABLETS
EXISTING SUB6RADE
2.05 PRE-EMERGENT HERBICIDE - "SURFLAN" PRE-EMER6ENT HERBICIDE OR APPROVED EQUAL.
2.06 STAKES AND 6UYS - PROVIDE PRESSURE TREATED HOOD STAKES IN THE SIZES INDICATED.
PROVIDE ARBOR TIE CONNECTiONS.
EXOTIC PEST PLANT REMOVAL
2.01 TREES AND PALMS - PROVIDE TREES AND PALMS OF HEI6HT AND CALIPER SPECIFIED AND HITH BRANCHIN6
CONFI6URATION RECOMMENDED BY FLORIDA NUMBER ONE STANDARDS FOR SPECIES REQUIRED. PROVIDE
SIN6LE STEM TREES EXCEPT HHERE SPEciAL FORMS ARE SPECIFIED,
2.08 SHRUBS AND 6ROUND.c.OVER - PROVIDE PLANTS OF THE HEI6HT AND SPREAD SPECIFIED AND HITH BRANGHIN6
CONFI6URATION AND MINIMUM NUMBER OF CANES OR RUNNERS RECOMMENDED BY FLORIDA NUMBER ONE STANDARDS
2.0G1 LAHNS - SOD SHALL BE ARGENTINE BAHIA OR ST. AU6USTINE "FLORATAM" AS SHOHN ON THE PLAN, SOD SHALL
HAVE A CLEAN 6ROHTH OF ACCEPTABLE 6RASS AND BE REASONABLY FREE OF HEEDS. SOD PIECES SHALL
BE RECTANGULAR STRIPS, OF EQUAL HIDTH, SOD DELIVERED TO THE SITE SHALL BE 6REEN IN COLOR, AND
MUST BE INSTALLED HITHIN 24 HOURS OF DELIVERY,
PART THREE - EXECUTION
3.01 PREPARATION OF PLANTING SOIL - BEFORE MIXIN6 CLEAN EXISTIN6 SOIL OF ROOTS, PLANTS, STONES, AND
OTHER EXTRANEOUS MATERIALS HARMFUL OR TOXIC TO PLANT 6ROHTH. MIX LANDsc.APE MIX HITH EXISTIN6
SOIL AT THE RATIO BY VOLUME 1:1. INSTALL A6RIFORM FERTILIZER TABLETS DURING BACKFILL OPERATIONS.
3.02 PREPARATION FOR PLANTIN6 LAHINS - LOOSEN SUBGRADE OF LAHN AREAS TO A MINIMUM DEPTH OF 4". REMOVE
STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER. FINE 6RADE LAHN AREAS TO A SMOOTH, EVEN
SURFACE WITH A LOOSE, UN I FORML Y FINE TEXTURE. ROLL, RAKE, AND DRA6 LAHN AREAS, REMOVE RID6ES
AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES.
3.03 EXCAVATIONS FOR PLANTS - EXCAVATE PITS TWICE AS WIDE AS THE PLANT ROOTBALL AND LOOSEN SUBSOIL
ON BOTTOM OF EXCAVATION. FILL EXCAVATIONS HITH HATER AND ALLOH TO PERCOLATE OUT BEFORE PLANTIN6.
SET STOCK IN THE CENTER OF PIT WITH THE TOP OF BALL AT THE SAME ELEVATION AS ADJACENT FINISH 6RADE.
PLACE PLANTING SOIL BACKFILL AROUND SIDES OF ROOTBALL, AND WORK EACH LAYER TO ELIMINATE VOIDS
AND AIR POCKETS. PLACE AGRIFORM TABLETS IN PLANT PITS DURING BACKFILL OPERATIONS, REPEAT HATERIN6
UNTIL NO MORE HATER IS ABSORBED. MULCH ALL TREE RIN6S AND PLANTED AREAS HITH A 3" DEEP LAYER OF MULCH.
3.04 APPLY PRE-EMERGENT HERBICIDE TO ALL AREAS TO BE MULCHED, ACCORDING TO THE MANUFAClURER'S
RECOMMENDED RATE.9CONTRACTOR IS RESPONSIBLE FOR REAPPLYING APPROPRIATE HERBICIDE TO MAINTAIN A
HEED FREE CONDITION IN ALL AREAS THROUGHOUT ALL LANDSGAPE OPERATIONS.
3.05 6UY AND STAKE ALL TREES AND PALMS IMMEDIATELY AFTER PLANTIN6, AS INDICATED IN THE DETAILS,
3.06 SOD INSTALLATION - LAY SOD TO FORM A SOLID MASS HITH TI6HTL Y FITTED JOINTS. BUTT ENDS AND SIDES OF
SOD STRIPS; DO NOT OVERLAP. STA6GER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. ROLL SOD TO ENSURE
A SMOOTH, UNIFORM SURFACE. WORK SIFTED SOIL INTO MINOR CRACKS BETHEEN PIECES OF SOD; REMOVE EXcESS
SOIL TO AVOID SMOTHERIN6 OF ADJACENT GRASS. IMMEDIATELY AFTER SODDING, FERTILIZE SOD HITH 16-4-8,
SLOW RELEASE FERTILIZER, AT A RATE OF 12 POUNDS PER 1,000 S.F. OF LAHN,
PART FOUR - MAINTENANCE
4.01 TREE, PALM, SHRUB, AND 6ROUND GOVER MAINTENANCE - BE61N MAINTENANCE IMMEDIATELY AFTER PLANTIN6.
MAINTAIN PLANT STOCK UNTIL FINAL ACCEPTANCE BUT IN NO CASE LESS THEN 30 DAYS AFTER SUBSTANTIAL
COMPLETION. MAINTAIN BY PRUNING, HEEDIN6, AND ADJJSTIN6 IRRI6ATION AS REQUIRED FOR HEALTHY
GROWTH. TIGHTEN AND REPAIR STAKE AND 6UY SUPPORTS AND RESET TREES AND PALMS TO PROPER 6RADES
OR VERTICAL POSITION AS REQUIRED.. SPRAY AS NEEDED TO KEEP PLANT STOCK FREE OF INSECTS AND DECEASE.
4.02 LAWN MAINTENANCE - MAINTAIN LAWNS BY HA TERIN6, FERTILlZIN6, HEEDIN6, MOWIN6, ED6IN6, AND ANY OTHER
REQUIRED OPERATION. ROLL, RE6RADE, AND REPLANT BARE OR ERODED AREAS TO PRODUCE A UNIFORML Y SMOOTH
LAHN, MOH AS FREQUENTLY AS NEEDED TO REMOVE NOT MORE THAN 30% OF THE 6RASS HEI6HT IN ONE MOHIN6.
4,03 DURING LANDSCAPE HORK, KEEP PAVEMENTS GLEAN AND v-lORK AREA IN AN ORDERLY CONDITION. PROTECT
LANDsc.APE HORK AND MATERIALS FROM DAMAGE DUE TO OPERATIONS BY OTHER CONTRACTORS AND TRADES.
MAINTAIN PROTECTION DURING IN5TALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE
fiAMAr-;Ffi I ANDc;(',APF HnRK AC, fiIRF("'.TFD,
PART FIVE - INSPECTION AND ACCEPTANCE
5.01 HHEN LANDSCAPE HaRK IS COMPLETED, LANDSCAPE ARCHITECT HILL MAKE AN I NSPEC TION TO DETERMINE
ACCEPTABILITY. HHEN LANDsc.APE HORK Does NOT COMPLY HITH FU:GUIREMENT5, FU:PLACE RE..JECTED v.lORK
AND CONTINUE MAINTeNANc.e UNTIL REINSPEC.TeD BY THE LANDSCAPe ARCHITeCT. R.eMove RE..JE!C.TE!D
PLANTS AND MATERIALS PROMPTLY FROM THE PRo.JECT SITE.
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PALM STAKING AND PLANTING DET,AJL
CONTRACTO"R. SHALL REMOVE STAKIN6 AND GUYIN6
MATERIALS AFTER ONE 6ROHIN6 SEASON
Issue Date: 07/15/03
Revisions:
No. Date Descri tion
CROHN SPREAD
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ALL INVASIVE EXOTIC SPECIES SlJC,H AS BRAZILIAN PEPPER, CHINESE TAl_LOW, AND PUNK
TREES, MUST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE
CUT FLUSH WITH FINISH GRADE. RESUL TING SlUMPS SHALL BE REMOVED FROM THE
SITE OR TREATED HITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT
CUT SlUMPS WITH GARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE (,AMBIUM
LAYER AS PER MANUFACTURER'S INSTRlJGTIONS, AT THE RECOMMENDED STRENGTH TO
PREVENT RE-GROWTH. APPL Y HERBICIDE IMMEDIA TEL 'I" AFTER TRUNKS ARE
CUT TO PREVENT SAP FROM SEALlN6 HOUNDS. REMOVE ALL WATER MATERIALS
PRODUCED BY THIS HaRK FROM THE SITE AND DISPOSE OF THEM IN A LE6AL MANNER.
REMOVE DEAD AND IN.JJRED
THIGS, TRIM NO LEADERS,
RETAIN NATURAL SHAPE.
HHITE SURVEYOR'S TAGGING
TAPE, 6" LENGTH
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:3 - 2" X 2" STAKES DRIVEN INTO
GROUND AT AN ANGLE, THEN TIGHTENED
TO VERTICAL POSITION, e' MINIMUM
LENGTH, STAKES AT 120 DEGREE ANGLE
TREE PROTECTION NOTES
I) DURING LAND ALTERATION AND CONSTRUGTION ACTIVITIES, IT SHALL BE UNLAWFUL
TO REMOVE VE6ET A TION BY eRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS,
SOLVENTS, MACHINERY OR CONSTRUCTION MATERIAL OF ANY KIND WITHIN THE
DRIPLlNE OF A TREE TO REMAIN.
ARBOR TIES CONNECTIONS
CROHN OF ROOTBALL SHALL BE
INSTALLED LEVEL HITH FINISH GRADE
3" MINIMUM MULCH LAYER
2) BEFORE CONSTRUGTION STARTS, ALL PROTECTED TREES SHALL BE PRUNED AS FOLLOWS:
PRUNE TREES TO 12' CLEAR TRUNK HEIGHT, REMOVE ANY DEAD OR DECEASED TRUNKS OR
BRANCHES, AND REMOVE WEAK OR CROSSED BRANCHES. ALL GUTS SHALL BE MADE
SUFFICIENTLY CLOSE TO THE TRUNK OR PARENT LIMB, WITHOUT CUTTING INTO THE BRANCH
COLLAR OR LEAVING A PROTRUDING STUB, SO THAT CLOSURE CAN READILY START.
ALL TRIMMING SHALL BE DONE IN ACGORDANCE WITH THE AMERICAN NATIONAL STANDARDS
INSTliUTE (ANSI) A-300 PRUNING STANDARDS.
MOUND TO FORM SAUCER
AERATE EXISTINe SOIL
BACKFILL
EXISTING SUBeRADE
3) ROOT PRUING SHALL oc..GUR IN THE LOCATIONS SHOWN ON THE PLAN. CONTRACTOR SHALL SEVER
THE ROOTS CLEAN, WITH A SHARP INSTRUMENT, TO A DEPTH OF Ie". A 2" LAYER OF MULCH SHALL
BE IMMEDIA TEL 'I" APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES.
A SOIL AlJ6ER HILL BE USED TO BORE UNDER ROOT SYSTEMS WHEN UTILITIES ARE TO BE
INSTALLED HITHIN 10' OF A PROTECTED TREE,
DETAIL
CONTRACTOR SHALL REMOVE STAKINe AND cSUYlNe
MATERIALS AFTER ONE eROi"lINc9 SEASON
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1 1
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INARY PLAT
PROPOSED LEGAL DESCRIPTION
LOTS 1-6
BELLE AQUA VILLAS II SUBDIVISION, l_tIl
, PINELLAS COUNTY, FLORIDA en,
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EXISTING LEGAL DESCRIPTION
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Lots 53 AND 54, BAYSIDE SUBDIVISION NO.2
AS RECORDED IN
Plat Book 27, Page 32
OF THE PUBLIC RECOR.DS OF
Pinellas COUNTY, FLORIDA.
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND StW.L RDWN 1M[ PROPERTY OF THE
ENGINEER. AND SHALL NOT BE REPRODUCED, PUBlISHED OR USED IN Nf( WAY WITHOUT
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COPIES or THESE PlNIS ARE NOT VAlID UNlESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
~...:-
\
BELLE AQUA VILLAS II
A FEPLAT OF LOTS 53 AN) 54, BAYSDE SlIDV90N NO. 2, AS fECOf[)ED ~ PLAT BOOK 27, PACES 32 AN) 33,
OF TI-E PlBJC FECOFDS OF PE..LAS COlMY, R..OADA, L YN) ~ SECllON 8, TOWNStF 29 SOl1TH, AANCi: 15 EAST.
LEGAL DESCFFTION
CERTFiCAlE OF MORTGACEE
CCHRAATION OF ACCEPTANCE
A REPLAT OF LOTS 53 AND 54, BAYSIDE SUBDIVISION NO.2. AS RECORDED IN PLAT BOOK 27,
PAGES 32 AND 33, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, LYING IN SECTION
8, TO~SHIP 29 SOUTH, RANGE 15 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 57, BAYSIDE SUBDIVISION NO.2, AS RECORDED
IN PLAT BOOK 27. PAGES 32 AND 33, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA;
THENCE S.80'45'56"E. ALONG THE NORTHERLY RIGHT-OF-WAY OF BRIGHTWATER DRIVE, A
DISTANCE OF 202.62 FEET TO THE SOUTHEAST CORNER OF LOT 55. OF SAID BAYSlDE
SUBDIVISION NO.2. BEING THE POINT OF BEGINNING; THENCE N.09i4'04"E. ALONG THE EAST
BOUNDARY OF SAID LOT 55, A DISTANCE OF 120.00 FEET TO THE NORTHEAST CORNER Of SAID
LOT 55; THENCE S.80'45'56"E., A DISTANCE OF 23.37 FEET TO A POINT OF CURVE TO THE LEFT;
THENCE EASTERl Y ALONG SAID CURVE TO THE LEFT HAVING A RADIUS OF 1,855.00 FEET, AN
ARC OF 96.63 FEET, A CHORD Of 96.62 FEET AND A CHORD BEARING OF S.82i5'25"E. TO THE
NORTHWEST CORNER OF LOT 52, OF AFORESAID BA YSlDE SUBDIVISION NO.2; THENCE
S.06i4'59"W. ALONG THE WEST BOUNDARY OF SAID LOT 52, A DISTANCE OF 120.00 FEET TO THE
SOUTHWEST OF SAID LOT 52, LYING ON THE AFORESAID NORTHERLY RIGHT-Of-WAY OF
BRIGHTWA TER DRIVE, BEING A NON- TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG
SAID NORTHERl Y RIGHT-OF - WA Y OF BRIGHTWA TER DRIVE BEING A NON- TANGENT CURVE TO THE
RIGHT HAVING A RADIUS Of 1,975.00 FEET, AN ARC OF 102.88 FEET, A CHORD OF 102.87 FEET
AND A CHORD BEARING OF N.82i5'25"W.; THENCE N.80'45'56"W. ALONG SAID NORTHERLY
RIGHT-OF-WAY OF BRIGHTWATER DRIVE. A DISTANCE OF 23.37 FEET TO THE POINT OF
BEGINNING,
THE UNDERSIGNED, AS MORTGAGEE UNDER A CERTAIN MORTGAGE DATED
RECORDED IN O.R. BOOK , PAGE , PUBLIC RECORDS OF PINELLAS COUNTY, JOINS
IN AND CONSENTS TO THE DEDICATION OF THE lANDS DESCRIBED HEREON, AND AGREES THAT
IN THE EVENT Of FORECLOSURE OF THIS MORTGAGE ALL DEDICATED AREAS SHALL SURVIVE AND
BE ENFORCEABLE.
BELLE AQUA VILLAS, LLC, JOINS IN THE DEDICATION FOR THE PURPOSE OF ACCEPTING THE
MAINTENANCE OF ANY PRIVATE EASEMENTS SITUATED IN THIS PLAT.
THE BElLE AQUA VILLAS, LlC
FIRST NATIONAL BANK OF FLORIDA
BY:
BY:
DAVID SYRASKI
SENIOR VICE PRESIDENT
ANTHONY MENNA
MANAGING MEMBER
SIGNA TURE OF WITNESS
SIGNATURE OF WITNESS
SIGNA TURE OF WITNESS
SIGNA TURE OF WITNESS
PRINTED NAME OF WITNESS
PRINTED NAME OF WITNESS
PRINTED NAME OF WITNESS
PRINTED NAME OF WITNESS
ACKNOWL..B:XJ.EN A9 TO MORTGACEE
DEDlCA 110N
STATE OF FLORIDA
COUNTY OF PINElLAS
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DA Y OF
2003, BY DAVID SYRASKI, AS SENIOR VICE PRESIDENT OF FIRST NATIONAL B,A,NK
OF FLORIDA, WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED
AS IDENTIFICATION AND WHO DID/DID NOT TAKE AN OATH.
ACKNOWl..EDG.ENT
THE UNDERSIGNED HEREBY CERTIFY THAT THEY ARE THE OWNERS OF THE TRACT OF
LAND DESCRIBED HEREIN, AND THAT BESIDES THEIR INTEREST THEREIN THERE ARE
NO OUTSTANDING INTERESTS IN SAID PROPERTY OTHER THAN THOSE SHOWN OR
NOTED ON THIS PLAT, WHICH IS HEREBY PLATTED AS BELLE AQUA VILLAS II, AND
THAT THEY DEDICATE TO PINELLAS COUNTY, A POLITICAL SUBDIVISION OF THE STATE
OF FLORIDA AND TO THE PUBLIC IN GENERAL, ALL STREETS" PUBLIC EASEMENTS
AND PUBLIC PLACES SHOWN ON THIS PLAT.
STATE OF FLORIDA
COUNTY OF PINELLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED ANTHONY MENNA AS
MANAGING MEMBER Of BElLE AQUA VILLAS, LLC, AND HAS PRODUCED AS
IDENTIFlCA TION AND IS KNOWN TO ME TO BE THE PERSON EXECUTING THE FOREGOING
DEOICA TlON, AND HE A'CKNOwtEDGED TO ME THA THE EXECUTED THE SAME FOR THE PURPOSES
SET OUT THEREIN AND DID (DID NOT) TAKE AN OATH.
:~--
OWNER: MENNA DEVELOPMENT & MANAGEMENT, INC,
NOTARY
PLACE STAMP HERE OR PRINT NAME,
COMMISSION NUMBER & EXPIRATION
DATE OF COMMISSION.
WITNESS MY HAND AND OFFICIAL SEAL THIS
DAY OF
, 2003.
ANTHONY MENNA
PRESIDENT
OWNER: BELLE AQUA VILLAS, LLC
NOTARY SIGNATURE
NOTARY STAMP OR SEAL
ANTHONY MENNA
MANAGING MEMBER
PRINTED NAME OF NOTARY
SIGNATURE OF WITNESS
SIGNA TURE OF WITNESS
PRINTED NAME OF WITNESS
PRINTED NAME OF WITNESS
MORTGAGEE: FIRST NATIONAL BANK OF FLORIDA
DAVID SYRASKI
SENIOR VICE PRESIDENT
SIGNA TURE OF WITNESS
SIGNA TURE OF WITNESS
PRINTED NAME OF WITNESS
PRINTED NAME OF WITNESS
ACKNOWl..EDG.ENT
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STATE OF FLORIDA
COUNTY OF PINELLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED ANTHONY
MENNA AS PRESIDENT OF MENNA DEVELOPMENT & MANAGEMENT, INC. AND AS
MANAGING MEMBER OF BELLE AQUA VILLAS, LLC, AND HAS PRODUCED
AS IDENTIFICATION AND IS KNOWN TO ME TO BE THE PERSON
EXECUTING THE FOREGOING DEDICATION, AND HE ACKNOWLEDGED TO ME THAT HE
EXECUTED THE SAME FOR THE PURPOSES SET OUT THEREIN AND DID (DID NOT)
TAKE AN OATH.
WITNESS MY HAND AND OFFICIAL SEAL THIS ____ DAY OF _____, 2003,
NOTARY SIGNATURE
-
r I. ~ ". GEORGE A SHIMP II
\. .J ~, and ASSOCIATES, INC.
LAND SURVEYING and PLANNING
3301 DeSOTO BOutlVARD, sum D
PAUl IIAIBOR, FLORIDA 34M3
PHONl (727) 784-5486 rAI (727) 788-1251
IlLS. No, 2512 L.B, No, 1834
NOTARY STAMP OR SEAL
PRINTED NAME OF NOTARY
SHEET t OF 3
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BELLE AQUA VILLAS II
A REPLAT OF LOTS 53 AN) 54, BAYSDE SlB>MSION NO. 2, AS FECOFDED ~ PLAT EK>OK 27, PACES 32 AN) 33,
OF 1tE PlB.JC FECOFDS OF Pt6.LAS COlMY, R.OADA, L YNl ~ SECTION 8, TOWt&F 29 SOUl1i, RANGE 15 EAST.
CERlFICAlE OF APPROVAL OF 1'tt: CITY eoEER
fEVEWB) FOR CON=OFUTY TO
CHAPTER fn, PART \ R.OfI)A STATUTES
STATE OF FLORIDA
COUNTY OF PINELLAS
IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR
RECORD BY THE CITY ENGINEER OF THE CITY OF CLEARWATER, PINELLAS, FLORIDA,
THIS _________ DAY OF , 2003.
CHARLES N. GIBSON JR., P.L.S., CHIEF LAND SURVEYOR
FLORIDA PROFESSIONAL SURVEYOR
REGISTRATION NUMBER 4238
PINELLAS COUNTY PUBLIC WORKS
DIVISION OF SURVEY AND MAPPING
DATE
CITY ENGINEER
SlIWEYOR'S CERlFICAlE
CERlFICAlE OF APPROVAL OF 1'tt: CITY MANAGER
I, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT ON
_ 20 _. THIS PROPERTY WAS SURVEYED AND THIS PLAT
WAS PREPARED UNDER MY DIRECTION AND SUPERVISION AND IS A TRUE
REPRESENTATION OF THE LAND DESCRIBED AND SHOWN, AND THAT PERMANENT
REFERENCE MONUMENTS HAVE BEEN PLACED AS INDICA TED HEREON IN ACCORDANCE
WITH THE STATUTES OF THE STATE OF FLORIDA THEREUNTO APPERTAINING AND
THAT THIS PLAT COMPLIES WITH CHAPTER 177, PART 1, OF THE LAWS OF THE
STATE OF FLORIDA PERTAINING TO MATERIALS AND COMPOSITION.
STATE OF FLORIDA
COUNTY OF PINELLAS
IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR
RECORD BY THE CITY MANAGER OF THE CITY OF CLEARWATER. PINELLAS, FLORIDA,
THIS _________ DAY CF" . 2003.
GEORGE A. SHIMP 1\
FLORIDA REGISTERED LAND SURVEYOR
REGISTRATION NUMBER 2512
CITY MANAGER
...
UTUTY EAse.ENT NOTE
CERlFICATE OF APPROVAL OF 1'tt: emf COlN1
ALL PUBLIC UTILITY EASEMENTS MUST PROVIDE THAT SUCH EASEMENTS SHALL ALSO
BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE AND
OPERA TlON OF CABLE TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH
CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION
SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC,
TELEPHONE, GAS OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION
COMPANY DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY
RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE
PRIVATE EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC,
TELEPHONE, GAS OR OTHER PUBLIC UTILITY.
STATE OF FLORIDA
COUNTY OF PINELLAS
IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR
RECORD BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, PINELLAS, FLORIDA,
THIS _________ DAY OF ___________ , 2003.
MAYOR---------------
SlIWEYOR'S tl>TES
CERlFICAlE OF APPROVAL OF COlMY CLERK
1.) BEARINGS ARE BASED ON THE EAST AND WEST CENTERLINE OF SECTION 8,
TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING ASSUMED
AS N90'00'OO"E.
2.) THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION
OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE
SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE
PLAT.
3.) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS
PLA T THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
STA TE OF FLORIDA
COUNTY OF PINELLAS
I, KARLEEN F, DeBLAKER, CLERK OF CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA
, HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED AND THAT IT COMPLIES IN
FORM WITH ALL THE REQUIREMENTS OF THE STATUTES OF FLORIDA PERTAINING TO
MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT
BOOK____, P AGES__&___, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA,
THIS ____ DAY OF , 2003 A.D.
KARLEEN F. DeBLAKER, CLERK
BY: _____________ PINELLAS COUNTY, FLORIDA
DEPUTY CLERK
-
r _ = "'4, GEORGE A SHIMP II
\. J~' and ASSOCIATES, INC.
LAND SURVEYING and PLANNING
3301 DeSOTO BOUUVARD. SUlTI D
PAL1I HARBOR, FLORIDA. 34M3
PHONE (727) 784-50498 'AX (727) 788-1258
R.LS. No. 2512 LB. No. IBM
SHEET 2 OF 3
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A REPLAT OF LOTS 53 AN) 54, BAYSDE SlIDIV90N NO. 2, AS FECOfI)E[) N PLAT BOOK 27, PACES 32 AN) 33,
OF T1-E PlB.JC FECOfI)S OF MLLAS COlMY, R..ORDA, L YNl N SECTION 8, TOWNStF 29 SOUTH, RANGE 15 EAST.
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CURVE TABLE
RADIUS ARC CHORD CHORD BEARING
1855.00' 1.18' 1.18' S80'46'57"E
1855,00' 18.01' 18,01' S81'04'44"E
1855,00' 18.00' 18.00' S81'38'06"E
1855,00' 18.00' 18.00' S8211'27"E
1855,00' 18.00' 18,00' S82'44'49"E
1855,00' 23.45' 23.45' S83'23'13"E
1975,00' 3,58' 3.58' S80'48'59"E
1975.00' 18.01' 18,01' S81'07'46"E
1975.00' 18.00' 18.00' S81'39'06"E
1975.00' 18.00' 18.00' S8210'26"E
1975.00' 18.00' 18,00' S82'41'46"E
1975,00' 27,30' 27,30' S83'21'12"E
1855,00' 96,63' 96.62' S8215'25"E
1975.00' 102.88' 1 02,87' N8215'25"W
DELTA
0'02'11 ..
0'33'22"
0'33'22"
0'33'22"
0'33'21 "
0'43'28"
0'06'14 "
0'31'20"
0'31'20"
0'31'20"
0'31'20"
0'47'31"
2'59'05"
2'59'05"
NOTICE
LINE DATA
LINE LABEL BEARING DISTANCE
L1 S80'45'56"E 23.37'
L2 N80'45'56"W 23.37'
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE
OFFICIAL DEPICTION Of THE SUBDIVIDED LANDS DESCRIBED
HEREIN AND ~LL IN NO CIRCUMSTANCES BE SUPPLANTED IN
AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORU Of THE
PLA T. THERE MAYBE ADDI1lONAL RESTRICTIONS THAT ARE
NOT RECORDED ON THIS PLA T THAT MAYBE FOUND IN THE
PUBLIC RECORDS Of THIS COUNTY.
tft:R::ftR:R I
o 20 40
GRAPHIC SCALE
1 inch - 20 ft
LEGEND
I
60
P.R.M. - PERMANENT REFERENCE MONUMENT
P.C.P. - PERMANENT CONTROL POINT
. - SET 4"X4" CONCRETE MONUMENT RLS# 2512 (PRM)
o - SET NAIL & DISK RLSI 2512 (PRM)
. - SET 1/2" IRON ROD & CAP RLS# 2512 (LOT CORNER)
o - SET NAIL & DISK RLS# 2512 (LOT CORNER)
BNDY, - BOUNDARY
<t - CEN TERLlNE
DRNG, - DRAINAGE
ESM'T - EASEMENT
INC. - INCORPORATED
L.B. - LAND SURVEYING BUSINESS
NO. - NUMBER
0/ A - OVERALL
O.R. - OFFICIAL RECORDS BOOK
P.B. - PLAT BOOK
PG. - PAGE
P.L.S. - PROFESSIONAL LAND SURVEYOR
P.O.B. - POINT OF BEGINNING
P.O.C. - POINT OF COMMENCEMENT
R.L.S, - REGISTERED LAND SURVEYOR
R/W - RIGHT-OF-WAY
UTlL. - UTILITY
GEORGE A SHIMP II
and ASSOCIATES, INC.
LAND SURVEYING and PLANNING
3301 DeSOTO BOUlIVAID. SUITI D
PAUl BDBOR. PLOIIDA 34683
PHONl (727) 'nM-5488 'AI (727) 788-1258
R.LS. No, 2512 LB, No, IBM
SHEET 3 OF 3
. J
S.W.F.W,M,D, / EROSION CONTROL NOTES
1. DURING CONSTRUCTlON SEDIMENT IS TO REMAIN ON SITE, THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR' TO INITIATlNG AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION. WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SllTATlON FROM THE BOTTOM OF THE RETENTlON BASIN, AND FINE GRADE THE
FINAl SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PlAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITlGATE AtoN ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHAlL BE REGUlAR MOWING Of THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAl OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BmER,
6. AlL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTlON WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
400-4 Ie 400-40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHAlL BE MOWED AND MAINTAINED PROPERLY,
2. UNDER NO CIRCUMSTANCES SHAlL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER,
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS,
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATION .& MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHAlL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATlON CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAlN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FlUSHED SENI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WrrH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY,
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTAlLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
AN'( OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION. ALL
STORM SEWER INlETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIR 0 BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEE BEFORE INSTAlLATION.
3. SEDIMENTATION BASIN: THE CONTRA OR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STR CTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO C OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITlON, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPE IE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD.
4. SWALES, DrrCHES AND CHANNELS: A L SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHAlL BE SODDED W THIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING D NTION AREAS WILL BE SODDED PRIOR to
ISSUANCE OF A CERTIFICATE OF OCC PANCY.
5. PROTECTION AND STABILIZATION OF S IL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPIL D MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL. MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED lENGTH OF TIME THE ST KPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABIUZED STOCKPILE REMAIN AFT R THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND 51 TATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
(T)
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THE FILTER SAND SHALL BE WASHED MATERIAl.. MEETING F,D,O,T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY NO ORGANIC MATTER), UNtESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGRE TE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 0 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREAT R. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY TH ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACT R} HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSI T OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM 0 3033, HAVE MINIMUM OF SI EN (16) 3/8 INCH DIAMEfER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHAlL PROVIDE 0 ATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERD IN AND ALL OF ITS COMPONENTS,
4. THE CONTRACTOR SHAlL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
I
5. SWFWMD REQUIRES AS-BUILT CERTI~CATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUI T SUBMITTAl.
I
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CLEARING AND GRUBBING NOT~S
1. PRIOR TO NlY SITE CLEARING, All ~REES SHOWN TO REMAIN ON THE CONSTRUCTION
PlANS SHALL BE PROTECTED IN ACC~RDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONT IN ED IN THESE PLANS, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO M INTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE i REMOVED WITHOUT WRITTEN APPROVAl FROM THE
OWNER.
" THF' rnNTRAr.'TnR Ie; Tn PRF'PARF' T~F" <;ITF" I"Plnr~ Tn nrr.INNINr. ArTllAI
CONSTRUCTION IN ACCORDANCE, WIT~ THE SOILS TESTING REPORT, COPIES OF THE
SOILS REPORT ARE AVAIlABLE THRO GH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING S TE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY,
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF' THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PlANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
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4, THE TOP 4- TO e- OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOeKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
CLEARING AND GRUBBING NOTES (CON'T)
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN,
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8, THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHAlL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VlCINllY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC, WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE,
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS,
WATER SYSTEM NOTES
1. PER ARTICLE 41.03(B){ 1) CITY OF CLEARWATER CONTRACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
2, ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHAlL BE CLASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 21.50
(AW'NA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21,8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 1 04- 71),
4. ALL FITTINGS lARGER THAN 2" SHAlL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AW'NA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AW'NA C-104,
5, ALL PVC WATER MAINS 4" THROUGH 12" SHAlL BE IN ACCORDANCE WITH AW'NA
C-900, PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHAlL BE RESlillENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSTAll TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS,
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING,
WA TER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION. AHO VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND'< CEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCt ',"rH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER M,...!NS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERfORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION,
SAA4PlING OF NEW WATER MAINS SHALL CONFORM WITH COUNlY 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 COUNlY PUBLIC HEALTH UNIT
HAS BEEN ISSUED,
SANITARY SEWER NOTES
1, ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER,
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3, ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SIHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES,
5, PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHAlL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTMI SPECIFICATION SECTION 02321,
ALL SANrrARY SEWER PIPELINES SHALL BE SOllO GREEN IN COLOR.
6, ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE, THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7, ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21 ,51 (AWWA C 151), DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS CIOATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51,
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT
REQUIRE D,I.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9, ALL SANITARY SEWER COVERS SHALL BE TRAFFliC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTWN REQUIREMENTS
I. ALL c.;1~AVI II :..LWLI< l'U'INc.; :"'IIALL UL :..UUJLc.; I I U A I LLL VI:"IUN IN:..I'Lc.;IIUN U I
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 46 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHAlL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO PER INCH PIPE DIAMETER PER MILE,
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHAll BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION, SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
WA TER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVlTY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE lAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE, THE CROSSING SHAlL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED. ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE REQUIREMENTS (COt-;IT)
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTA\.lED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT, 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS; 0 FEET ON BOJH SIDES OF THE CROSSING, MEASURED
PERPENDICUlAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENTFOR USE IN WATER MAIN CONSTRUCTION,
ONE OF THESE METHODS SHALl AlSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAl SEPARATION BETWEEN P~EL UNES
I
GRAVllY SEWERS OR FORCE MAINS SHAlL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
fROM ANY EXISTING OR PROPOSED WATER MAIN, THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FT, SEPARATION, THE
WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ElEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE !STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING,
SANITARY SEWER/RECLAIMED WATER & :POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAl SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OllTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY' SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHAlL BE MAlNT~NED AT CROSSINGS.
WHEN REClAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER t.WN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRllY AND PROTECTION OF THE LINES THEMSELVES,
NOTE: WHEN rr IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA F,ROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
.. ...1~
1. ALL DElETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PlANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY, DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COUAPSE AND Will PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTf:':NANCES ARE BEING
PLACED. DEWATERING SHAlL BE USED AS REQUIRED,
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE ClASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM T( AWWA C-9DO, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED,
5, All DRAINAGE STRUCTURE GRATES AND COVERS WITHIN 1RAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS,
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF 'HE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS A~D STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOO.L REGULATORY AGENCY,
8. ALL STORM STRUCTURES SHAlL BE GROUTED TO THE IN" RT
ElEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WAlL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILl.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPlETION OF THE WORK, THE SOILS ENGINEER MUST SUBMrr CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAVING NOTES
1, PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND AtoN STRUCTURE.
3. ALL PAVEMENT MARKINGS SHAlL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTAll EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHAlL CONSIST OF 1-1/2" ASPHALT,
TYPE 5-3, ON 6" L1MEROCK BASE COMPACTED TO 98~ OF
MAXIMUM DENSllY, ON SUB-BASE COMPACTED TO 98~ OF MAXIMUM
DENSllY PER MSHTO T-180,
7. PAVEMENT IN R.O.W. SHAlL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" L1MEROCK BASE COMPACTED TO 98~ OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98l'; OF MAXIMUM DENSITY PER AASHTO T -180.
I
I
CONTi~ACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRI'rTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS qONDrTlON (SURFACES THAT ARE UNBPOKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS OR~INALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITlON AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST ClASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS,
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME, SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING{S) AND/OR UTIUTIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDrTlONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR srrE DATA, WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAl PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLmNESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CT>NTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM. SEWER
ELECTRICAL POWER
IRRIGA N LINES
FIBER PTIC CABLES
FIRE M SYSTEM CABLES
CONTR L WIRING
SYSTE
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T,V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SrrE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WIL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION
OF TH UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS. ANY
AND A L DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST 0 THE OWNER.
1, TR CH EXCAVATION
_ I CLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
W A PART OF LAWS OF FLORIDA CHAPTER 90-96,
- T E CONTRACTOR SHAlL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
ITH THIS LAW.
_ SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
_ 'TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
PROVED BY THE ENGINEER.
RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT I THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE \
DR NAGE THROUGHOUT CONSTRUCTION TO AVOID flOODING OF THE ADJACENT
PR PERTlES, ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
TH < ,~OLE RESPONSIBILITY OF THE CONTRACTOR .
3. TH' USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PU POSES ONLY AND NOT TO BE USED FOR CONSTRUCTION, CONTRACTOR
M T UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
.
.
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2, ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAIlABLE
AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PlANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA,
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHAlL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMrr MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CAlliNG "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN AlL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE,
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER,
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORI(
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHAlL BE COMPACTED TO 1 OD~ MAXIMUM DENSITY AS
DETERMINED BY MSHTO T -99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S,1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13, All. PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO 6, CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPL\.~IFICALL Y EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. AlL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS. AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GR~SS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BE~N OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE. BY THE -
REGULATORY AGENCY AND ENGINEER OF RECORD.
, 5. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF AlL
'X.,PACTION TESTS, AND ASPHALT RESULTS, THE SOILS ENGINEER IS TO CE.RTlFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PlANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER,
19. ALL PIPE LENGTHS ARE PLUS OR MINUS, PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDEO
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED,
22, ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D,O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3. LATEST EDITION.
2.3. THE CONTRACTOR PERFORMING TRENCH EXCAVATION. IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926,650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES),
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SrrE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC" TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHAlL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHAlL COMPLY WITH All APPLICABLE FEDERAL, STATE, AND LOCAl CODES,
ORDINANCES AND REQUIREMENTS.
..~>" ALL WUI<I\ ~IlALL UL l'U<1 ul<MLU ANU I INI:...IlLU IN A WUI<"MANLI"L MANNLI' I U
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES,
26, DEVIATIONS TO THESE PLANS AND SPECIF'ICATIONS WITHOUT CONSENT OF' THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WAlLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING, DEVIATIONS SHAlL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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TE' FACILITIES
NO. EGROUND UTILITY BE RELOCATED
1. f~I~~~G p~~~&C~lgH~Ng~R~:i~I~~IE~H~~RVE
AND / OR TY WHICH THE
THE PROPERpED NOT
IS REDEVELO MEr:JT THAT DOES ILlTIES
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LEGEND
DEMOLITION NOTES
THE SITE INCLUDES
DEMOLITION OF CATION OF
THE REMOVAL/s~~~OCTURES WITHIN
ALL EXISTING PAVING AND
PROJECT AREAiJNES (SANITARY
BASE, UTILITY PIPES, WATER
SEWER. STORM POLES, OVERHEAD
LINES, POWER UND POWER AND
AND UNDERGRO ES GAS LINES,
TELEPHONE CABL E~C) AND IS
TREES, SHRUBS, HAT'S SHOWN.
NOT LIMITED TO W
REMOVE:
'. ~
' '. . . '. :
"'. . '. '~ON'C~~E
I
ASPH. & BASE
WALKS TO THE
PADS AND CONCRETE
r.j1 REMOVE CEOXNp~~~6N JOINT.
L..!..J NEAREST
PHALT AND BASE.
[3] REMOVE NS AND FOOTING,
STRUCTURE
o REMOVE EXISTING AND ASSOCIATED POSTS.
4 REMOVE FENCE AND GATE
IT] ANITARY SEWER. ,
m REMOVE EX. S & WATER LINE.
WATER METER
r;;1 REMOVE EX.
~ 0 BLOCK WALL
171 REMOVE EX. DECK AN G FROM REMOVAL OF
l.!..J ON RESULTIN TRAPS SIGN,
tTY & EXCAVATI NLETS GREASE PROVED
8 ALL CAVSHRUBS, PIPES, ~E FILLED WITH AP" LIFTS TO
TREES'OLE BASE SHALL COMPACTED IN 12
AND PLE MATERIAL AND
SUITAB DENSITY, NO
95% OF MAX F STRUCTURES, UTlL~~~rD AWNSTE
9 OFF-SITE D1g~O~~R?S SHAL\O~~U~.ri~.P., ANO
CONSTRUC~ ACIUTI ES APPROVE
~:~~eC:i COUNTY.
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No, Date CllY
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BLDG. TO 3" BELOW
FlN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2:r.
~\ :
unUTY wmtN 5' OF 8LDC.
BY PLUMBING CON'T'RACTOR.
FINAl. CONNECTION BY PLUMBING
CONTRACT'OR UNlESS OTHERWISE
COORDtNAlED BY THE C.C.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
GROUND PREPARATION
AT ALL BUILDINGS
N.T,S.
P/l
SEE PWt
P/l
SEE PWt
PlACE SOD 1/2'
BElOW PAVEMENT
FIN. GRADE PRIOR
TO SOODING
POSITIVE DRAINAGE (4: 1 MAX)
MEET EX.
PL.ACE SOD 1/2"
BE.v. W PAVEMENT
FIN. GRADE PRIOR
TO SODDING
~COMPACTEDGROUNO
COMPACTED GROUND
PlACE SOD 1/2'
BElOW PAVEMENT
FIN. GftAOE PRIOR
TO SODOlNC
POSrTM: DRAINAGE (4:1 MAX)
MEET EX.
PLACEMENT OF
SOD AT PAVEMENT
N.T,S.
CONPACTm GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.S.
(T)
o
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-11
, t~"
~ A a.
0/4
UNOOWELED
TRANSVERSE
CONTRACTION OR
LONGITUDINAL JOINT,
SAWED OR PRE-
MOLDED.
1/8" TO 1/4"
.~
,~
lYPE A
TOOL WITH
1/8" RADIUS
DEfORMED TIE BARS
#4x30" 0 30" O.C.
TIED LONGITUDINAL
CONSTRUCTION JOINT
OR CONTRACTION JOINT
WHERE REQUIRED.
".
" .'
A"
TYPE B
NOTE: DO NOT TIE MORE THAN
THREE LANES TOGETHER,
CONTROL (CONTRACTION) JOINTS
N.T.S,
3'-1"
NON TRAFFIC GRATE
ELEV.4,70
GREASE SKIMMER 3 SIDES
(SEE DETAIL)
EL. 4,7
BOTTOM OF SLOT, 3 SIDES
ELEV. 4.62
EL. 4,37
~
15" RCP
INV. ELEV, 2,1
6" UNDERDRAIN
INY. ELEV, 3,0
CONTROL STRUClUE
N.T.S.
PLACE CONC.
SLAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN flUSH,
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
NEW BLDG.
NOTES:
1. PROW)( 5'x5'x4.
1lICI< CONe, SlAB
. All EMERGENCY EXITS,
2. CONfORM TO I<<Nf.
DETAIL FOR PLJalG
WAIJ(S AT THE BlOOS.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
EXIST. SURfACE
SAW-CUT EXIST.
EDGE Of PAVEMENT
ae BASE
NEW SURfACE
EXIST. BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.S.
TYPE A CONTRACTION
JOINT PREFERRED (lYP.)
TYPE B ACCEPTABLE
AI. RNATE f/
~~~~~~~~~~~~
~~~~~~~~~~
MAX,
JOINT
SPACING TO
EXl JOINT
(lYp,)
JOINTS AT
INLETS DETAIL
N.T,S.
It r ,.r(
SLOT DET AL
N,T,S.
PLACE 1/2"
EXPANSION JOINT
IN TOP OF CURB
AT ALL RADIUS POINTS
PLACE JOINTS IN
CURB TO MATCH
PAVEMENT JOINTING
A
fiRST
STREET
PAVED
K6'
1!8'
AorB
A
T
~~'
48'
-..- - 1-
~
SPACING
NOTE: CONTRACT' R TO SUBMIT JOINTING
PLAN TO ENGINEEF FOR REVIEW PRIOR
TO THE START OF CONSTRUCTION
TYPICAL PAVEMENT
JOINT DETA'L
N,T,S,
I I
nJir TRANSVERSE
I I I CONTRACTION JOINT
, (SEE lYPE A)
CONCRETE JOINT
LAYOUT DETAIL
N.T.S.
I!.
I--M~N.~
lYPE 0
.,...,~.,,' .....",.. ""F"""'''''''''
EXIST, SEAWALL...............
- - - -~
GREASE SKIMMER
---
I
PIPE(N)
BOTTOM
_ _ _ ~POFBANK~
.. r
NDERDRAlN
PIPE(S)
3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE.
PLACE EROSION & SILTATION CONTROL. SEE SHEET C1.2
AND PlANS.
2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN
WITH PIPES.
4 PLACE GREASE SKIMMER.
5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S),
RETENTION BASIN I UN:>ERDRAIN DET AIL (1)
N.T.S.
RETENTION BASIN
UNDERDRAIN ClEAN-OUT
w/1S"x1S'x." CONe. COlLAR
FtUSH AT SIDE SLOPE.
TOP OF
BANK
6.,\ '1(:::-' ,
r"" ,
COMPACTED
APPROVED FILL
6" SOLID PVC
W /90" LONG
SWEEP ELBOW
CONNECT MEMBRANE
TO 6"PVC WATER TIGHT
(SEE U.S.I.)
6"PVC
UNDERDRAIN
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER LIP Of
THE BARRICADE,
BOTTOM
OF BASIN
FILTER
MEDIUM
L IMPERVIOUS
MEMBRANE ,
IN>ERDRAIN CLEAN-QUT
N.T.S.
.
.
RETENTION BASIN
PROJECTED SlOESLOPE
AND BOTTOM OF
RETENTION BASIN ~ /"
BOT, --'-'- /"
" . ;.'n:,' SEE UNDERORAIN
< DETAIL FOR EXCAVATE
DIMENSIONS :: TRENCH
BOTTOM or TRENCH
,'.'/ " ',.... ",', ../.',."'"\".,-,:..
"', '""":-,'
1 fiNE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION,
COMPACT BANKS, BERMS TO 95~ OF MAX DENSllY.
2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAlN
AS REQUIRED.
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER
If NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAIN, (A COPY OF SOIL REPORT MAY BE PROVIDED IF
REQUESTED AS SUPPLEMENTAllNfORMATlON ONLY)
4 CONTACT N.E.S. FOR INSPECTION.
DET AL (2)
N.T,S.
I 12'to15' I
SKEWED TRANSVERSE JOINTS
N.T.S,
.
FILL WITH
JOINT SEALANT
(lYP. )
1/8" RADIUS
.
1/8" RADIUS
.r." , ,'" (
3'
I---MIN,~
. "{J
L .2d OR 2" MIN.
.2d OR 2" MIN.
1/2" PRE-MOLDED
JOINT FILLER
lYPE C BUTT JOINT
ISOLATION (EXPANSION) JOINTS
N.T.S.
CONSTRUCTION JOINT
N,T.S.
RETENTION BASIN
18' OPENING
~
TOP OF
BANK
TRENCH WALL
SOCK
<'
.
~ (FILTER MEDIUM 6"PVC
SEE SPE8S, UNDERDRAIN
FILTER SHT C1.2 (SEE SPECS)
FAflRIC
W/PERMEABIUlY COEF. L IMPERVIOUS MEMBRANE (30 MIL)
OF 0.20 CM/SEC AT ALL SIDES EXCEPT AT OPENING.
(00 NOT PlACE MEMBRANE ALL SEAMS MUST BE WELDED
AT THIS OPENING) WATER TIGHT PER MANUFACTURER'S
RECOMMENDATION,
NOTE:
NEITHER #57 ROCK NOR FILTER MEDIA SHALL BE COMPRISED
Of LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE
AGGREGATE. (SEE SPECIFICATIONS SHEET Cl,2)
DETAIL (3)
N,T.S.
.'---
'III
i'!
, ,
1 I;.' . __; i! .
;, I 6.... I,U,'i I
~!,,1
N.T.S.
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
BASE
,
J.
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NES Comm.: 0234
I Drawn By: I.B. I
Checked By: H.G,
07/15/03
Descri tion
PER CITY
-
-
(I)
:3
.....
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D::Q
.... Q Q2
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THIS DRAWING IS 1014 I,..STRUMENT OF'~?'_~' REMAIN THE PROPERTY OF THE
ENGINEER, AND S~w..l NOl Ol R(P~CED, PUB USED III /IH'( WAY WITHO\JT
THE CONSENT OF THE ENGINEER.'~ .!...,/ ~C IGHT 2003 NOT PUBUSHED
~'-1: ,,,.." ~ , . "".. :"
COMPACTED
SUBBASE
NOTE:
PROVIDE 1 / 4"
CONTROL JOINTS
o 4'O,C., 5' O.C.,
8' O.C., OR 12' O.C.
ae 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER,
CURBIWALK' DETAIL
:'~UG 18 2003
C6.1
COPIES OF THESE LNIS ARE, 'NOT VALlO UNLESS
EMBOSSED WITH' THE. SlGN~ ENGINEER'S SE:Al
BLOWOFF DETAIL
N.T.S.
Eclipse No. 85-B~
Blow-Off Assy,
Including Locko.ble
Co.st Iron Box
~2' Bro.ss
\lat.r Main
""- 90' Bend
2' Bro.ss
Restalner PI/'
Per Detail No. 403
BUNOF'F
OCTAIL
lEV. IAn:
IPOIPfDl
_.
G.c.H.
Concrete
Thick x
;&Cleo.nout ~IU9
...... A .......__
Pod 4'
1'-6' Sq.
.
C\J
,
LI' 95/8' I
~/////@
""I
6' or 8'- 118 Bend
Plug
(See Note)
Sewer Mo.ln
CLEANOUT
PLUG
DET AIL
CLEANOUT
DET AIL
N,T.S.
N.T.S.
Cleo.nout plug to be
U.S, Foundry 7621
or equo.l.
NOTEI
lEV, IAn:
Inl:III'1Dl _.
Remove Curb If Exlstln
Exist Cone Drive
~ --~,.
, J
.,...... ..' '4'" 0,,"" .,:,.' ".
'~rr "p. _~7t';'~'i;;"1 ;;;""""';
TYPICAL DRIVEWAY CROSS SECTION
PLAN VIEW
!S
It
4' MIn Residential Street " Clt R
5' MIn Arterial Street 2' County R
Rernow Bock of CUltl on Slote Of' Vertlc:Gl Cuf1)a with 0 vertical Sow cut
Of' Remow tntlre an and Replace 01 Port of SIdewalk Ramp,
II MocllftecI and Valley Gutter Curbs
)DIn exlet back of curb
I ,2" ~Textured SUrface
'"c:=-- Max Slope ~".
r:;, . ........,.........t....:.......
:.,: '. . Remove to on
e\ll8l'l joint Of' saweu t
.Si"'O
:I~
~N~
Bock of Curb
3000 psi Cone 4' Thick. Constr.
6' Thick at Driveways with
6x6 110 Welded WIre Mesh.
See Note 7.
1/4" per foot
'.: . ~".. '. .:.....:.. ',:, . . !III- ~ ...:..
SECTION A-A
SECTION B-B
~
,. _ T"'" _Ie At _ _-. The _th"
,... ..... ~ olDlnIs At ~
2. If Same PIl,-. 0MlructIlIIl ~ ...... "'-Is
1he ,.... Of ....... ,.. --. Cool_ '/he
~ IHsIIn F. M__. "-'Ion.
3. ...... AIIlI 0ltlIr ...... .. Not Be ......ted
In ....... Or ~
.. ... CMtInII Of ",.., 10M .. Be "-"'Itted On Collcnte SldewGIk. Or
~ -..t SpeGIllo ___ Of 1he C111 EnP-.
.. ,. c-.te .... .. 3OCIO ,.. till. . 28 llo)&
.. c-.te ...... .. toe IJIItt ...... FIn/oIl,
7. CenoNIe IIrMw)' CeMlNotIon _ be " _ . '''/10.10 W.W.F..
8. "arnpe ~GII How 0 Toe'" Surface. T..,UNCi 10 0
DIp" ..., ~ I/r b)' u.. 01 T....., 01 'ol_
In Conlormclnce """ .............t. 01 FOOT
RoodwcI1 and Trolllc 0eI9> StOll'" Oetal J04
Or .."" R_t 1lIodI~
1m __
- --....
1lEII. IAn: ._
.- 04EQID"
T.e.oI.
-,
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('T')
o
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('T')
('T')
c\j
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1.0
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TYPICAL FIRE HYDRANT SETTING
N,T.S,
18' Min.
24' Mo.x,
- FIre Hydro.nt AsseMbly
<Typ.)
ONL Y APPROVED
D1sto.nce Vo.rles
Kennedy Guo.rdlo.n No. K-81A
Muller Centurlo.n No, A-423
U.S. Pipe Metropollto.n
\'
jVo.lve Box
Box
C
2:
(MeCh' Joint Vo.lve
.
~
I
(u
Tapping Sleeve 8. Valve
By City, Fee by
Owner or Contractor
Connecting Piece W/lntegro.~l I
Co.st Mech. Joint Glo.nd on ~
one End-D.I. Roto.to.ble Mech,
Joint Glo.nd on Other End,
'-Restro.lnlng Joint <Typ.)
CITY Of' CLEAR'JATER, F'URIDA
ENGINEERING DEPARTMENT
TYPICM. HYDRANT
TT
ING EEVE" VM.V
BY CITY
NOTESI
1. All FIre Hydro.nts to ho.ve 5 1/4' Valve Seat.
2. See Index It 407 for Jo.ck 8. Bore Deto.lls.
v
1lEII, ..n:
--
-
~ See Index No. 301
3' /
Q ~. '.yors of ""lei<
Approved bo.rrel Joint seals
o.re 'O-Rings' o.nd 'Ro.M-Necks'.
Two continuous rings o.t o.ll
Jolnlts.
Concentric cone (Flo. t cover
on shallow Mo.nholes 0' to
4' depth)
Poured EnCo.seMent
Steel reinforceMent
S' l'Iln. wall thickness
type II acid reslsto.nt
ceMnt 4000 p.s.l.
Grout fill opening with
non-shrink Morto.r
Grout flow
pipe requires I"lo.nhole
o.do.pter coupling by Flo
Control, Inc., or approved
woo ter stop coupling.
NOTES
l
1. Preco.st Mo.nhole drop 1'I00y be o.pproved by City
Engineer. Shop dro.wlng subl'lltto.l required,
2. Drop required when 2' or over.
3, Manholes shall ho.ve o.n Interior o.nd exterior co tl
of o.t leo.st 15 Mils dry thickness PROLO EP214-
Epoxl-Mo.stlc or Koppers bltuMastlc Iolo.ck solutio
300M.
_.
PRECAST
SANITARY MANHDLE
DETAIL
DUTSIOC DROP
1lEII. ..n:
--
~F1RE DEPT. PUMPER
CONNECTION
6" CONC. W 6)(6 W.W.F.)
COLlAR 18C 'q. AROUND CONN.
FINISHED GRADE
II
<0
I"")
RESTRAINED JOINT
3" 0.1. M.J, 45. BEND
3" PVC SC 40
~ FROM STREET
FIRE DEPT. PUMPER CONNECTION
NTS
Inlsh T" Existing Surface With
PC III AsphaltIc Concrete
16' ~
Original Paving
OrlglnOIBa-5e
~ ".
Ot'lPoct.d Bolt - Thlckntss of Original + 2'
I4Inll'lul'l Thlc:l<ntls 8'
12'
Co..poctec::l
Bockflll '-- Undisturbed Trench Side
NOTES
rJ
Tr,nch bockfll,d In 9' cOfllpOct,d
lay,rs, Dtnslty tak,n ,very 300 ft,
2 kit MY tit r,j)taced with Asphaltic
Conc:ret, with prior opproval of
City EngInt,r,
3 On longttudlno.l InstaUa tlon requh-Ing
r.surfoclng fuU width of po.veMnt,
finish bos. to _tcl'! .xlstlng paveMent
s",fa-c. a-nd pr....., Thin resurfoc4P os
cIr.ct.d by thl City Engineer.
1lEII. IAn:
.-
CITY or CLEARWATER, rLllRlDA
ENGINEERING DEPARTMENT
NoVO" STREET REPLACDENT r
04EQID IV fDR UTILITY AND __ III
G.L.I. 105
-, CIUI." IIIFI
.
~
R/'W
I
Vo.rles
Finish gro.de to
o.lIow 0.4' Min., 1.0'
1'I00x. fo.Il frOM
property line to
~
~
if
~
CITY O'WNED
AND
MAINTAINED
HOMEO'WNER O'WNED
AND MAINTAINED
6' Service Lo. tero.l
SECTION
ANY VARIANCE MUST HAVE
\lRITTEN APPROVAL OF THE CITY
ENGINEER.
CITY Of CUARWA TER, fLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
STREET LATERAL
DET AIL
NOTE.
All lo.tero.l I"lo.terlo.ls, including
approved Cleo.nout hardware, ore
to extend to the RI'W or to the
easel"lent line as noted.
_.
Mil
- ....
-.
.
5/8'
Min. 4 Required
RING - HALF PLAN
.
N
'-
o
.
....
,
('Il
I
-
,
RING - SECTION
MiniMUM 'Weight 7' 232 Ilos.
9' 278 Ibs.
NOTES
1. 'Where roo.dwo.y bOose Is 8' or thicker use 9' rln ,
0.11 other co.ses 7' ring Is perMissible.
2. Manufo.cturers Model of storM ring o.nd cover t
be o.pproved by City Engineer,
Lot
2~1-
;WM
. \.
_ _ _ _ _ _ _ _l_ - - - - -'Water
Cur
Required
I IIlSIt6
lEV, Mn:
Lot
Mo.ll'l- -1- - - - .L - - - - - - - --
I
I
I
@
'Wo. ter Servl
<Typ.)
SOon. -
WI'I 0
2~
NOTE' SANITARY LATERALS TO BE I
IJITHIN 10' OF CENTER OF LOT ON
DO'WNIHILL SIDE or CENTER Dr LOT.
RIM M.H.
of Street
So.nlto.ry
.
.
.
-I -10'
~
I
PLAN VIEIJ
'1,/0. ter Mo.in
PROFILE
lEV. IAn:
.
Pick Hole 7 ~
1-1/4' 117 -
..
J
I_til
Non Skid
Po.ttern
Required
SOLID COVEP
.
.....
,C\J
7\..
I' 22-3/4' 1-10
~~I
Mo.chlned Surfo.ce
.~
III
SOLID COVER SECTION
MiniMUM Weight 128 lbs,
'"" _to e,
Inl:III'1Dl
CITY OF CLEARW'ATER. FLORIDA
ENGINEERING DEPARTMENT
-:: " 8191
v..lo$. DUICD IV SANlT ARY SEWER ... III
\/,J.S. MANHOLE COVER 301
..- "'
nuB.
11IF2
-,
Lot
f'r/w line
I
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Curl:f'\
Sldewo.lk
,
z .~
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A. !:: !
Z )(~
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~ ... \I
.. :=
CD'"
· ,.. IIIZ
I
.. "'..
~ ~..
" ~.
.. i:~
Z 1'4 I
III ..... III
t -
z
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III
. 2
" ~
Z III 1ft
_ ~Ift
Z :>.....
Z ~=
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J =Q
D. ~et
A t:g
Z D'"
~ Z .
" .-
.. .. t-
....
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...I .. ~
Iii \I.
~ O~
\I ~v
~Slde Lot LIne
nyp.>
2' Joint in pipe entry
Lot
NES Comm.: 0234 J
I Drawn By: loB, ---I
I Checked By: H.G. -1
Mo.ln
CITY OF CLEAR....ATER. FLORIDA
ENGINEERING DEPARTMENT
SANITARY LATERAL
~iDi, LOCATIONS
IDCllIPTDI
-,
07/15/0~J
Oescri tion
PER CITY
CI)
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ms DRAWING IS ANINSTRUIAENT OF SERVlC~ AND. SHALL RENAlN THE PROPERTY Of THE
ENGINEER. AND SHAlt, NOT" BE.REP.RO.,OOCS:, D..,P.U..BU~.,~ OR.,' USED IN /IllY WAY WITHOUT
THE CONSENT OF THE ENGlN~!f:...~.,~'o/.. (~COPYRlGHT 2003 NOT PUBUSHED
'J::/." '/'J",,;:.,. "
"f;.':., ;.- '" ',' ....,',:"
AUG 18 2003
C6.2
LANDSCAPE INSTALLATION NOTES
" "
I) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS 61VEN IN, 6RADES
AND STANDARDS FOR NURSERY PLANTS, FEBRUARY IClCl8 EDITION, RJBLlSHED BY
THE FLORIDA DEPARTMENT OF A6RICUL lURE AND CONSUMER SERVICES.
2) LOCATION OF PLANTS ON THE PLAN ARE DIA6RAMMA TIC- SEE THE LANDSCAPE
ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS
PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE
ANY DISCREPANCY BETHEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL.
3) IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED
AREAS HAVE PROPER DRAINA6E FOR OPTIMUM 6ROHTH OF LANDSCAPE MATERIAL
BEFORE INSTALLATION BE6INS.
4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTIN6 ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CONSTRUe TION DEBRIS, OR OTHER HASTE MATERIALS TO A DEPTH
OF 24" PRIOR TO LANDSCAPE INSTALLATION.
5) ALL PLANT BEDS AND TREE RINes SHALL BE TREATED HITH A PRE-EMER6ENT HERBICIDE
AND THEN TOP-DRESSED HITH 3" DEEP PINE BARK NUeGETS.
TREE RIN6S SHALL BE MINIMUM 24" RADIUS, ALL TREES AND PALMS SHALL BE STAKED.
6) NEH SOD SHALL BE ST. AUeuSTINE IIFLORATAM" SOD APPROXIMATELY 2,400 S.F. AS
SHOHN ON THE PLAN. CONTRACTOR SHALL DETERMINE EXACT QUANTITIES IN THE FIELD.
SOD AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION
TO THE TIME OF FINAL ACCEPTANCE.
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TOP EL. 5.2
DHW EL. 4.7
WQ EL. 4.62
BOT EL. 4.0
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1) TREES SHRUBS, AND 6ROUND COVER SHALL BE INSTALLED USIN6 THE FOLLOHIN6
PROCEEDURE. PLANT PITS SHALL BE EXCAVATED TO THICE THE DIAMETER OF THE PLANT
ROOT BALL. AERATE EXISTIN6 SOIL BEFORE BACKFILLlN6 PIT. ADD A6RIFORM FERTILIZER
TABLETS TO EACH PLANT PIT, AS PER THE SPECIFICATIONS.
VlSIBILI TY TRIANGLE FOR
SEAWALL
(TYP.)
IRRI6A TION NOTE
ALL LANDSCAPE AREAS SHALL BE HATERED HITH AN AUTOMATIC, UNDER6ROUND
IRRI6ATION SYSTEM, HITH A RAIN CHECK DEVISE CONNECTED TO THE CONTROLLER.
AFTER THE 30-DAY ESTABLISHMENT PERIOD, THE CONTROLLER SHALL BE SET
TO OPERATE IN COMPLIANCE HITH LOCAL'HATERIN6RESTRICTIONS. SPRAY
AND RQTOR HEAD NOZZLES SHALL BE ADJUSTED TO ELIMINATE OVER SPRAY
ONTO PAVED SURFACES. IRRI6ATION SHALL PROVIDE 100% COVERA6E
AND COMPLY HITH THE CITY OF CLEARHATER CODE.
.
LANT MATERIAL LIST
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SCALE: 1-=10'
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PROPOSED TREES
SYMBOL LEGEND
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WASHIN6TON PALM - 4 X I" = 411
PAUROTIS PALM - I X I" = III
L16USTRUM - 2 X 2" = 4"
BUTTONHOOD- 2 X 211 = 4"
TOTAL PROPOSED INCHES = 13"
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAI.I.. REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALl NOT BE REPRODUCED, PUBUSHEO OR USED IN 1Hf WAY WITHOUT
THE CONSENT OF THE ENGINEER. CCOPYRIGHT 2003 NOT PUBLISHED
ST. AUcSUSTINE "FLORATAMII SOD
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Checked By: H.G.
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LENNIE II. NAEYAERT. '.E." 52U3
COPIES OF THESE PlANS ARE NOT VAlID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAl
07/15/03
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