FLD2003-06030, PLT2003-00004
FLD2003-06030 /
PL T2003-00004
BELLE AQUA
VILLAS I
125
BRIGHTW A TER DR
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I NES Comm.: 0327 I
I Drawn By: loB. I
I Checked By: H.G. I
Issue Date: 06/17/03
Revisions:
No. Date Descri tion
8 01 03 PER CllY
. -'''''-'''-''--''-- --...-'. -
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LEGEND
, TOWNSHIP 29 S, RANGE 15 E
LEGAL DESCRIPTION
SECTION 8
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
+ 10.00
LOTS 7 AND 8, BA YSIDE SUBDIVISION NO.2, ACCORDING TO THE MAP
OR PLAT THEREOF AS RECORDED IN PLAT BOOK 27.
PAGES 32 AND 33, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PINELLAS COUNTY, FLORIDA
NEW CONTOUR
EXIST. STORM SEWER
- - -10- -
NEW STORM SEWER
-
NEW UNDERDRAIN
1 ___________ I
EXIST. SAN. SEWER
NEW SAN. SEWER
_1_1-1-
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NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
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EXIST. WATER SERVICE
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METER
BACK FLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
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PROJECT'
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SITE DATA
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I 1l'ltl1r.lJl . I' )I':!_'~'Jl'i!;..~~.\l't!fI'~~~"~~'I;'~;!"';"""~'A""~""';;C :.,;.,~'n-tj';>'e""i_'ii")_<'" ".,.""J:i":l!',\Ii~"~1:\'.'I"""'~""'~~"~"-";''''''~-.!"
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EXISTING (E) PROPOSED (p) i
,'_' ;I!,:Wl.,.;oll'~""" },r,S--',-H' _-';.....~!~' .~~',...I:;'f<(.. ':lI",.,"'!,",' ... ,r. ;<~: h"~'J!I'l"!8'
REQUIRED
r<<I'!.ml .. 14!l!li.l!.1IIl
IlI!JMUIlII>.~~4~
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ZONING:
INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVIL SITE SPECIFICATIONS
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
RFH
RFH
RFH
LAND USE:
USAGE:
,'_'" '_'.. ",. ~ "', ".. ...,. .._" ". ..~.~."" ,_", " ..," .' .,~.-,., ...,." _" ". ....-._..," n .~ ..~,~.,~...,,- ,.-. " ..,'" '. .......-......>". ".'-' "". ....-.-.-'. ,-..' ..
'.' -," ,. ....,. '.' .,-,,"'-"~ .~....,.,
ATTACHED DWELLINGS
18.75 DWELLING UNITS PER ACRE
3,171 S.F. EACH
14,004 S.F.
0.32 ACRES
N/A
.
....... "",,,.,"~,,"'..,: V",, ","'" ,~._,"~." ',","",,,,,, 'n..""'~'''''' -...,....,,,.~-'...=-,. ,-"~,,,,,,,,,,,,,,,,-=,,'-""'-"""'"~''''''';''''''''' ~''', . ...<
ATTACHED
DWELLING UNITS
MOTEL
1 0 UNIT~
LOT AREA:
14,004 S.F,
0.32 ACRES
. ^ .' . ......- .....' ., '--",,-' . . ~". .~, ..,. ,..'...< ..,.. '''''.'.,., ..~~~'." -",. ',.'--'''
18.75 UNITS PER ACRE
6 UNITS
30 UNITS PER ACRE t.iAX.
9 UNITS
10 UNITS
DENSITY
....;."...~..,.. """....""."~,,,.,._,..'..:.._,.,..."",,'.,...'"",...~.'",.."_....,, ,~..,. ~,..".,,,,.,,,,,,,,u-_,..,'>,...,.,...-_,,...,, ,'-"..',..~,,-. ".-'~~' ,~.- .,..,...,.,..".""......... ,,-,,. .,........"..
.""'..,....,,,.._,,.....~."'''''w._...,_..,_..'"'.'''''''..,,.... ..,-,..'."
BUILDING COVERAGE: 4,661 S,f.
(S.F. &: ~ Of GROSS SITE) 33.3"
~..~_..~..""....,. .'." w-"';" ,_,,"""""" .,.. ~"'d''', ..,~ _...'., _ ,__.~."......",. '."0' "., ....._. "', ,.,~ _.... .... ,..... "'. ,,"., ',' ,,"'~""'. ,.,~ ,.-.' ,.., ,.""-.......... -. ~..~.,"~.-,.,; "";'.. ."".,,~.. ..,~ '.';'". >ow',," .
GROSS FLOOR AREA (S.F,): N/A
F.A.R.:
9,052 S.F.
0.65
N/A
N/A
N/A
BLDG.
SETBACKS:
FRONT:
SIDE:
," "'..."'.""..--..Cf..TO "PAV'EMENT"
19.8' TO BUILDING
.,~,,~....-..,.~,..~.~,. ,_.'w~'..' .." ,."_~...._.".........>,,,,,.-~._-__...q_,,,,,~_,,~,,,,,,,,\-,,,,, "~,, ,....".'" ~.'
2' TO LAUNDRY ROOM
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20' TO BUILDING
10,6' TO WALKWAYS
3~8'tO 6' TO Bl.DG.
4.8' 75.~' TO PVt.iT. WEST
4.5 -5 TO PVMT. EAST
" ,,,. ,"""""'" " ',""" ",""",",","","""
17 TO BLDG.
15.6' TO POOL
17,' TO POOL DECK
o TO BOARDWALK
40.33' FRO~ BASE
FLOOD ELEV, 11.0
15'
10'
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SITE PLAN APPROVED Ot)JC)ot;,.. AUf:; 1 8 2003 i: \~ ;i
CASE #: FL.9'Ulo3-o"~).~J 'UI",'j i'---/'
CASE TYPE c.. , I l_.,.__.."..-,.,..-:,,,.,,."".~..:."_..l, ,.
ORe DATE f'w":";g~~it~'dl~;~t;v~~g~{ ~';~~
CDB DATE
SIGNATURE ~
DATE ~ o::!.
19.81' TO BUILDING
10' TO DECK
20'
REAR:
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35'-100'
BLDG. HEIGHT:
ONE STORY
FLOOD ZONE INFORMATION
.' .,.."..",...."....~'....""..'*.,..,.',","'....,..~~,, .,..,.....,,, ""."_~.,,,,, ...._", _,~",....~_" ...,.'~,~. '......~...._' ,""'_',.'~., _.~,~,~,....",~ ,~,.__,,,~.,,~, _.... .~. ",,' .',e _,~," ",~ ,........." "-, '.,,, , ....."....~.. .._~.",..,~~-,.
1,368 S,F.
10"
1,957 S.F.
14"
PAVED VEHICULAR USE AREA:
(V.U.A.)
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE PER fLOOD INSURANCE RATE t.iAP 125096-0007-0
BASE fLOOD ELEVATION 11.0
MAP REVISED: AUGUST 19, 1991
OPEN SPACE: 5,706 S.F.
(S.F. c!c ~ OF GROSS SITE) 40,75~
,.. ".v_~~""",<",." ""<~"",~",,,_, ~,,,",,,.,,...~......,,,,,,,.~,,..,,,, ,.."_........"",-".,....,.~...,~.....'''',,.. " ""'" ...~..,>-,,'~., .. ..H'C.....~._........,:., ,. ...."w."...... ,,,, '''..~"~".'_..........,.''.,..H,.'O.~..,'~_.,.,:,, ,"" ._."'v_......" .
PARKING LOT INTERIOR LANDSCAPING:
(S.F. &: ~ OF V.U.A,)
9
(1.5 PER UNIT)
LO
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~>...,.,.,.",.........~..->..........~,~"~.,....-..,.~"..,-",.,.,,...,~ .....~.. . ,..., ....~"',....",,.,....'"',..,'-..,',"'~',..... ....,. .,........',.~...."....."..... .,.........,.,........,.,'_....~,.--.,',.,....... '.
10,420 S,F.
0.74
0.95 MAX.
8,637 S.F.
0.59
It.iPERVIOUS SURfACE RATIO:
(I.S.R.)
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3,584 S.F.
26%
458 S.F.
38%
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL
ENGINEER, AND SHALL NOT BE REPRODUCED. PUBUS
THE CONSENT OF THE ENGINEER. I ,
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12
PARKING:
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SURVEYOR NO. 2512
DATED: 5/30/03
COPIES OF THESE P S ARE NOT VAlID UNLEss
EMBOSSED WITH THE SIGNING ENGINEER'S SEAl ,
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PARKING CALCULATIONS: 6 UNITS x 1.5 PRKG. SPACES = 9 SPACES REQUIRED
6 UNITS x 2.0 PRKG SPACES = 12 SPACES PROPOSED
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LANDSCAPE SPECIFICATIONS
PART ONE - eENERAL
.
1.01 EXTENT OF LANDsc,APE DEVELOPMENT WORK IS SHOWN ON ,THE DRAHIN65 AND IN THE NOTES AND 5GHEDULES
1.02 PROVIDE TREES, PALMS, SHRUBS, AND eROUND COVER OF GlJALlTY, SIZE, eENUS, SPECIES AND VARIETY SHOWN
DEsc,RIBED IN 6RADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA
DEPARTMENT OF A6RlGUL TURE AND CONSUMER SERVICES. PROVIDE HEAL THY, VleoROUS STOGK. FREE OF
DECEASE. I NSEGTS, EcS6S, LARVAE, AND DEFEGTS 5lJC,H AS KNOTS. INJURIES, ABRASIONS OR D1SFI6lJREMENT,
DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSGAPE MATERIALS ARE NOT OBTAINABLE, SUBMIT PROOF
OF NON-AVAILABILITY TO LANDSGAPE ARGHITEGT. TOeETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
1.03 PROVIDE PROTECTIVE COVERIN6 DURINe DELIVERY OF PLANT MATERIALS. PLANT STOCK IMMEDIATELY, OR
STORE IN A SHADED AREA, KEEP ROOT6ALLS MOIST AT ALL TIMES. DO NOT REMOVE STOCK FROM CONTAINERS
UNTIL PLANTIN<5 TIME. TIME DELIVERY SO THAT SOD WILL BE INSTALLED WITHIN 24 HOURS AFTER ARRIVAL AT SITE.
1.04 DETERMINE LOCATION OF UNDER6ROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID
POSSIBLE DAMAeE. HAND EXGAVATE IF REQUIRED. WHEN CONDITIONS DETRIMENTAL TO PLANT 6ROWTH
ARE ENGOUNTERED, 5lJC,H AS RUBBLE FILL, ADVERSE DRAINAeE GONDITIONS, OR OBSTRlJc.TIONS, NOTIFY THE
LANDSGAPE ARGHI TEG T BEFORE PLANTINe. GONTRAGTOR SHALL EXAMINE SUBeRADE, VERIFY ELEVATIONS.
OBSERVE OVERALL SITE GONDITIONS AND NOTIFY PROJEGT MANA6ER OF ANY UNSATISFAGTORY GONDITtONS.
THE GONTRAGTOR SHALL NOT PROGEED WITH ~RK. UNTIL GONDITIONS HAVE BEEN GORREGTED.
1.05 WARRANTY TREES, PALMS, SHRUBS AND 6R.OUND GOVER, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL
COMPLETION, A6AINST DEFECTS INCLUDINe DEATH AND UNSATISFAGTORY eROHTH, EXCEPT FOR DEFEGTS RESULTING
FROM NE6LECT BY OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENGE WHICH ARE
BEYOND THE GONTRAGTOR CONTROL. REMOVE AND REPLAGE TREES. PALMS. SHRUBS, AND 6ROUND GOVER FOUND
TO BE DEAD OR IN UNHEALTHY GONDITION DURIN6 HARRANTY PERIOD. WARRANTY LAWNS THROUGH SPEGIFIED
LAWN MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPT ANGE.
PART TWO - PRODUGTS
2.01 THE GONTRAGTOR SHALL HAVE A SAMPLE OF SITE SOIL TESTED TO DETERMINE SOIL ANALYSIS. TESTS RESULTS
SHALL DETERMINE APPROPRIATE SOIL AMENDMENTS FOR LAWN AND LANDSGAPE AREAS. GONTRAG TOR SHALL
SUBMIT COPIES OF TEST RESULTS AND PROPOSED SOIL AMENDMENTS TO THE OWNER AND THE'LANDSGAPE
ARCHITECT FOR APPROVAL. SOIL TESTINe AND SOIL AME~DMENTS APPROVAL SHALL BE AGGOMPLlSHED
2.02 LANDSGAPE MIX - 60% PEAT HUMUS, 20% ~OD GHIPS, 20%\GOMPOST, N.P.K. 3.2.1, AS MANUFAGTURED BY
HILLARY PEAT OR APPROVED EQUAL. .
3" MINIMJM HJLC.H
FOR HASHINSTON
PALM INSTALLATION:
TRIM 1/3 FRONDS AT TIME
OF DI6GIN6 AND PLANTIN6
LEAVE FROND BOOTS ON TRUNK
l-
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. REMOVE CONTAINER
FROM ROOTBALL
PLANTINe SOIL MIXnJRE
EXI5TlNe SOIL :
20 LAYERS BURLAP PAD AT
SUPPORT GONTAGT - NO
NAILS IN TREE HOOD
I I &>< I I
SHRUB PLANTING DETAIL
HIRE TIE TO HRAP AROUND
2"X4"XI6" MEMBERS
2" x 4" BRAGE (P.T J
SPACE THREE AT 120 TYPICAL
2" X 4' STAKE (P.T J
THREE FEET LON6
4" MIN. SAUCER RIM
FINISH 6RADE
3" MINIHJM MULCH
ROOT6ALL, Ie" MINIMUM
RADIUS FROM TRUNK
HASHED-IN AND TAMPED
@
@@
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N
ST A66ER ROWS OF PLANTS
SPACE PLANTS 24" ON CENTER
2.03 MULCH - ORGANIG MULGH FREE FROM DELETERIOUS MATERIALS AND GONSISTIN6 OF THE FOLLOHING:
SHREDDED - eRADE A, GYPRESS MULGH.
2.04 FERTILIZER - FOR TREES, PALMS, SHRUBS, AND eROUND GOVER, PROVIDE "AC7RIFORM" TABLETS BY SIERRA
GHEMIGAL GO., SLOH RELEASE TABLETS, 20 - 10 - 5 FORMULATION, TABLET AMOUNTS SHALL BE AS FOLLOHS:
08118103
I Drawn By: FMA I
Ch.ked By: AU
@
GROUND GOVER SPAGING DETAIL
I 6ALLON - I TABLETS
36ALLON - 2 TABLETS
1 6ALLON - 3 TABLETS
15 6ALLON - 4 TABLETS
30 6ALLON - 6 TABLETS
B4 B PALMS - 6 TABLETS
EXI5TIN6 5lJB<5RADE
2.05 PRE-EMER6ENT HERBICIDE - "SURFLAN" PRE-EMER6ENT HERBICIDE OR APPROVED EQUAL.
2.06 STAKES AND euYS - PROVIDE PRESSURE TREATED ~OD STAKES IN THE SIZES INDICATED.
PROVIDE ARBOR TIE GONNEG TIONS.
EXOTIC PEST PLANT REMOVAL
2.01 TREES AND PALMS - PROVIDE TREES AND PALMS OF HEletiT AND GALlPER SPEGIFIED AND WITH BRANGHING
GONFI6URATION REGOMMENDED BY FLORIDA NUMBER ONE STANDARDS FOR SPEGIES REQUIRED. PROVIDE
SIN6LE STEM TREES EXCEPT WHERE SPEGIAL FORMS ARE SPEGIFIED.
2.0e SHRUBS AND eROUND COVER - PROVIDE PLANTS OF THE HEleHT AND SPREAD SPEGIFIED AND WITH BRANGHIN6
GONFI6lJRATION AND MINIMUM NUMBER OF GANES OR RUNNERS REGOMMENDE:? BY FLORIDA NUMBER ONE STANDARDS
2.QGt LAWNS - SOD SHALL BE AReENTINE BAHIA OR S1:. AueusTINE "FLORATAM" AS SHOHN ON THE PLAN. SOD SHALL
HAVE A GLEAN eROWTH OF AGGEPTABLE eRASS AND BE REASONABLY FREE OF HEEDS. SOD PIEGES SHALL
BE REGTAN6ULAR STRIPS, OF EQUAL WIDTH. SOD DELIVERED TO THE SITE SHALL BE eREEN IN GOLOR. AND
MUST BE INSTALLED WITHIN 24 HOURS OF DELIVERY.
PART THREE - EXECUTION
3.01 PREPARATION OF PLANTING SOIL - BEFORE MIXINe CLEAN EXISTING SOIL 0= ROOTS, PLANTS, STONES. AND
OTHER EXTRANEOUS MATERIALS HAR~FUL OR TOXIG TO PLANT 6ROWTH. MIX LANDSGAPE MIX WITH EXISTIN6
SOIL AT THE RATIO BY VOLUME 1:1. INSTALL A6RIFORM fERTILIZER TABLETS DURIN6 BAGKFILL OPERATIONS.
3.02 PREPARATION FOR PLANTIN6 LAWNS - LOOSEN 5UBeRADE OF LAWN AREAS TO A MINIMUM DEPTH OF 4". REMOVE
STIGKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MA TIER. FINE 6RADE LAWN AREAS TO A SMOOTH, EVEN
SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ROLL, RAKE, AND DRA6 LAWN AREAS, REMOVE RIDGES
AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH eRADES.
3.03 EXCAVATIONS FOR PLANTS - EXCAVATE PITS TWICE AS WIDE AS THE PLANT ROOTBALL AND LOOSEN SUBSOIL
ON BOTTOM OF EXCAVATION, FILL EXCAVATIONS WITH HATER AND ALLOW TO PERGOLATE OUT BEFORE PLANTING.
SET STOGK IN THE GENTER OF PIT WITH THE TOP OF BALL AT THE SAME ELEVATION AS ADJAGENT FINISH GRADE,
PLACE PLANTING SOIL BACKFILL AROUND SIDES OF ROOTBALL. AND WORK EAGH LAYER TO ELIMINATE VOIDS
AND AIR POGKETS. PLACE A6RIFORM TABLETS IN PLANT PITS DURIN6 BAGKFILL OPERATIONS. REPEAT WA TERIN6
UNTIL NO MORE HATER IS ABSORBED, MULGH ALL TREE RINGS AND PLANTED AREAS WITH A 3" DEEP LAYE~ OF MULGH,
3.04 APPLY PRE-EMER6ENT HERBICIDE TO ALL AREAS TO BE MULGHED, AGGORDIN6 TO THE MANUFAGTURER'S
RECOMMENDED RATE. CONTRAG TOR IS RESPONSIBLE FOR REAPPL YIN6 APPROPRIATE HERBIGIDE TO MAINTAIN A
HEED FREE GONDITION IN ALL AREAS THR0U6HOUT ALL LANDSGAPE OPERATIONS.
3.05 euY AND STAKE ALL TREES AND PALMS IMMEDIATELY AFTER PLANTIN6, AS INDIGATED IN THE DETAILS.
3.06 SOD INSTALLATION - LAY SOD TO FORM A SOLID MASS WITH TleHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF
SOD STRIPS; DO NOT OVERLAP. STA66ER STRIPS TO OFFSET JOINTS IN ADJAGENT GOURSES. ROLL SOD TO ENSURE
A SMOOTH, UNIFORM SURF AGE. WORK SIFTED SOIL INTO MINOR GRAGKS BETHEEN PIEGES OF SOD; REMOVE EXGESS
SOIL TO AVOID ':>110TflCRINO or AD.JAC.ENT GPASS, 1t-1HFrIATFI Y AFTFP c,flnrlN(-;. FFPTII 17F 4'ln WITH In-4-P>,
SLOW RELEASE FERTILIZER. AT A RATE OF 12 POUNDS PER 1,000 S.F. OF LAHN.
PART FOUR - MAINTENANGE
4.01 TREE, PALM, SHRUB, AND 6R.OUND COVER MAINTENANcE - BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTIN6,
MAINTAIN PLANT STOCK UNTIL FINAL AGGEPTANGE BUT IN NO GASE LESS THEN 30 DAYS AFTER SUBSTANTIAL
COMPLETION. MAINT AIN BY PRUNIN6, HEEDIN6, AND ADJJSTIN6 IRRI6A TION AS REQUIRED FOR HEAL THY
6R.OWTH. TleHTEN AND REPAIR STAKE AND euY SUPPORTS AND RESET TREES AND PALMS to PROPER 6RADES
OR VERTICAL POSITION AS REGlJIRED. SPRAY AS NEED5p TO KEEP PLANT STOCK FREE OF INSECTS AND DEGEASE.
4.02 LAWN MAINTENANCE - MAINTAIN LAWNS BY WA TERIN6, FER\nLlZING, WEEDING, MOHIN6, ED6IN6. AND ANY OTHER
REQUIRED OPERATION. ROLL, REeRADI!, AND REPLANT BARE OR ERODED AREAS TO PRODlJc.E A UNIFORMLY SMOOTH
LAWN. MOW AS FREGUENTLY AS NEEDED TO REMOVE NOT MORE THAN 30% OF THE eRASS HEleHT IN ONE MOWING.
4.03 DURING LANDSCAPE ~RK, KEEP PAVEMENTS CLEAN AND HaRK AREA IN AN ORDERLY GONDITION. PROTEG T
LANDSGAPE HaRK AND MATERIALS FROM DAMAeE DUE TO OPERATIONS BY OTHER GONTRAG TORS AND TRADES.
MAINTAIN PROTEGTION DURIN6 INSTALLATION AND MAINTENANGE PERIODS. TREAT, REPAIR, OR REPLAGE
DAMAeED LANDSGAPE HORK AS DIRECTED.
PART FIVE - INSPECTION AND ACGEPTANCE
5.01 WHEN LANDSCAPE HaRK IS COMPLETED, LANDSCAPE ARC,HITEC,T HILL MAKE AN INSPECTION TO DETERMINE
ACCEPTABILITY. HHEN LANDSGAPE ~K DOES NOT COMPLY HITH REQUIREMENTS. REPLAGE REJECTED HORK
AND CONTINUE MAINTENANCE UNTIL REINSPECTED BY THE LANDSGAPE ARCHITEGT. REMOVE REJEGTED
PLANTS AND MATERIALS PROMPTLY FROM THE PROJECT SITE.
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PALM STAKING AND PLANTING DETAIL
CONTRAGTOR SHALL REMOVE STAKIN6 AND euYlNG
MATERIALS AFTER ONE 6ROWIN6 SEASON
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Issue Date:
Revisions:
No. Date
ALL INVASIVE EXOTIC SPECIES 5lJC,H AS BRAZILIAN PEPPER, CHINESE TALLOJ.^t, AND PlJNt~"
TREES, MUST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE
CUT FLUSH J.^tITH FINISH eRADE. RESUL TiNe S1lJMPS SHALL BE REMOVED FROM THE
SITE OR TREATED WITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT
CUT SlUMPS WITH 6ARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM
LAYER AS PER MANUFACTURERIS INSTRUCTIONS, AT THE RECOMMENDED STREN6TH TO
PREVENT RE-6ROWTH. APPL Y HERBICIDE IMMEDIATELY AFTER TRUNKS ARE
CUT TO PREVENT SAP FROM SEALlN6 WOUNDS. REMOVE ALL WATER MATERIALS
PRODlJC,ED BY THIS WORK FROM THE SITE AND DISPOSE OF THEM IN A LE6AL MANNER.
REMOVE DEAD AND IN-lJRED
THies, TRIM NO LEADERS.
RETAIN NA TVRAL SHAPE.
HHITE SURVEYOR'S T Ac961N6
TAPE, 6" LENeTH
3 - 2- X 2- STAKES DRIVEN INTO
6ROUND AT AN AN6LE, THEN TleHTENED
TO VERTICAL POSITION, e' MINIMUM
LEN6TH, STAKES AT 120 DEeREE ANGLE
TREE PR.OTECTION NOTES
I) DURIN6 LAND ALTERATION AND CONSTRlJC,TION ACTIVITIES, IT SHALL BE UNLAV4FUL
TO REMOVE VE6ETATION BY 6RU66IN6 OR TO PLACE SOIL DEPOSITS, DEBRIS,
SOLVENTS, MACHINERY OR CONSTRlJC,TION MATERIAL OF ANY KIND WITHIN THE
DRIPLlNE OF A TREE TO REMAIN.
ARBOR TIES CONNECTIONS
CROHN OF ROOTBALL SHALL BE
INSTALLED LEVEL WITH FINISH 6RADE
3" MINIMUM MULCH LAYER
2) BEFORE CONSTRlJC,TION STARTS, ALL PROTECTED TREES SHALL BE PRUNED AS FOLLOWS:
PRUNE TREES TO 12' CLEAR TRUNK HEleHT, REMOVE ANY DEAD OR DEC,EASED TRUNKS OR
BRANCHES, AND REMOVE HEAK OR GROSSED BRANGHES. ALL 0Ur~ ~HALL ~t: MADl::
SUFFIC,IENTL Y CLOSE TO THE TRUNK OR PARENT LIMB, WITHOUT CUTTIN6 INTO THE BRANCH
COLLAR OR LEAVINe A PROTRUDIN6 STUB, 50 THAT CLOSURE CAN READILY START.
ALL TRIMMIN6 SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS
INSTllUTE (ANSI) A-300 PRUNIN6 STANDARDS.
MOUND TO FORM SAIJC.ER
AERATE EXl5TlNe SOIL
6AC.KFILL
EXISTIN6 SU66RADE
3) ROOT PRUIN6 SHALL OCCUR IN THE LOGA TIONS SHOWN ON THE PLAN, CONTRACTOR. SHALL SEVER
THE ROOTS CLEAN, J.^tITH A SHARP INSTRUMENT, TO A DEPTH OF Ie>". A 2" LAYER OF MULCH SHALL
BE IMMEDIATELY APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES,
A SOIL ALJeER WILL BE USED TO BORE UNDER ROOT SYSTEMS WHEN UTILITIES ARE TO BE
INSTALLED J.^tITHIN 10' OF A PROTECTED TREE.
.
06109103
Descri tion
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CITY Of CLEARWATEH
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No. Date Descri tion
8 01 /03 PER CITY
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THE CONSENT OF THE ENGINEER, <C>COPYRlOHT 2003 NOT PUBlISHED
C1.1A
\ AUG 18 2003
LENNIE II. NAEYAERT, '.E. .saa
COPIES OF THESE PLANS ARE NOT VAllO UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAl
S. W.F. W.M.D. / EROSION CONTROL NOTES
1, DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE, THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALl BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALl
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE 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.
3. THE RETENTION AREAS AND OUTFALl CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES, ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE 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 BETTER.
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 ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
400-4 & 400-40 FAC, CAN RESULT IN A PENALlY 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 FACILIlY
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 lWlCE 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 lWlCE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAlN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FlUSHED SEMI-ANNUAlLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE, THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A 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
Nf( OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: 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 REOUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION,
3, SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALlING
Nf( PERMANENT SUBDRAlN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANlY PERIOD,
4. SWALES, DITCHES AND CHANNELS: AlL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION, ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRlY (30) CALENDAR DAYS.
6. MAINTENANCE: ALl EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGUlARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
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 AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1 ,5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILllY 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 THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEtER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAlN 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.
5. SWfWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILllY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.-
CLEARING AND GRUBBING NOTES
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1. PRIOR TO Nf( SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PlANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILllY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED lANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALl BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR lANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
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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 RESPONSIBILllY TO NOTIFY ALL UTILllY 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 WIU 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 VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
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.
WA TER SYSTEM NOTES
1. PER ARTICU: 41.03(B)( 1) CIlY 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
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4, ALL FITTINGS lARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA 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 AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-9OO. PIPE SHALL BE CLASS 150 AND MEIET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241,
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 lYPE JOINTS.
8. AlL GATE VALVES 2" OR lARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509,
9, ALl FIRE HYDRANTS SHALL MEET THE CllY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEOUATE FLUSHING AND DISINFECTION,
11. PER ARTICLE 20, CIlY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.J.P. WATER MAINS TO BE INTERIOR POLYUNED 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,
CONNC;l(1N, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTE!; AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
A(;~ORl)ANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNEI.(";' ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERf;;, . '~!NG TESTS.
2, NEWW....TER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE :: El\rORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIRE.MENTS 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 SHALL 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, INSTALLATlONI OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321.
AlL SAN!TARY SEWER PIPELINES SHALL BE SOLID 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 THIE MAGNETIC TAPE SHOULD READ
"FORCEMAlN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21,8, OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR: EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR, CONTRACTOIR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2, THE CONTRACTOR SHALL PERFORM AN EXFlLTRATlON 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 RESPONSIBILIlY.
WA TER/SEWER CLEARANCE REQUIREMENTS
VERTICAL ClEARANCE AT CROSSINGS
GAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BElWEEN 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 BElWEEN ANY lWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE REQUIREMENTS (CON'T)
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. UNEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALlED WITH DJ.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. UNEAR SEPARATION BElWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED' AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFIWNG; OR
D. EITHER THE WATER MAIN OR THE3 SEWER UNE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALl BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION,
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARAlLEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT lEAST 10 FEET HORIZONTALlY
FROM Nf( EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHI'olL 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 SUP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PuBUC WATER SUPPLY DE"::iIGN 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 UNES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBUC 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 BElWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRIlY AND PROTECTION OF THE UNES THEMSELVES.
NOTE: WHEN IT 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 FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION,
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIEU 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
COllAPSE AND WILL PROVIDE BRACING, SHEETING. OR SHORING, 1S NECESSARY,
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLAS::" III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALlER SHALL CONFORM TO AWWA >900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC '\kEAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND 1; INDICATED ON
PlANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POH),
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STO~M DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALl STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATlON(S) OF THE STORM PlPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WAd L(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 SYSTE.~S UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPlJCABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSU" NT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL 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 ANY STRUCTURE,
3. ALl PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN 'HE 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. NEW PAVEMENT SHALL CONSIST OF 6" THICK, 3000 PSI, CLASS I
CONCRETE, ON SUB-BASE COMPACTED TO 98" OF MAXIMUM
DENSIlY PER AASHTO T -180,
CITY OF CLEARWATER RIGHT OF WAY NOTES
1. ALL PROPOSED WORK WILL COMPLY WITH FOOT "ROADWAY PLANS PREPARATION MANUAL"
2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FlORIDA UTILITIES ACCOMMODATIONS MANUAL
3, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN THE CITY OF CLEARWATER lAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4, SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U,S. DEPARTMENT OF
TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS"
INDEXES 600 THRU 665 (LATEST EDITIONS).
5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED.
6, COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(1oolv.).
7, DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100~ OF MAXIMUM
DENSllY AND SODDED.
8. Nf( PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF THE CllY OF CLEARWATER HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE CITY OF CLEARWATER
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT AlL TIMES,
10, ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED,
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL.
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT,
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; AlL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY, ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100" OF
MAXIMUM DENSITY AND SODDED,
14. DO NOT DISTURBED EXISTING UNDERDRAlN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE CITY OF CLEARWATER HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
15, PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT AlL DITCH CROSSINGS.
16. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE CITY OF
CLEARWATER TRAFFIC DMSION, AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY
ACT (FlORIDA STATUTES, 553.60 et, seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH
HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 11926.650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILllY 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 WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALI1Y 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 RESPONSIBIUlY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE 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 ADDITIONAL COST TO THE OWNER.
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE AlARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V, CABLES
TELEPHONE CABLES
SECURIlY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND AlL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
_ INCLUDE OSHA STANDARD 29 CFR, SECTION 1926,650 SUBPART p, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
_ THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
_ A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
_ A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC,
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILIlY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FlOODING OF THE ADJACENT
_ PROPERTIES. Nf( FlOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION,
9
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.
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I NES Comm.: 0327 I
I Drawn By: loB. I
I Checked By: H.G. I
06/17/03
Descri tion
PER CITY
19. ALl PIPE LENGTHS ARE PLUS OR MINUS, PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES <)R 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 ADDED
OR EXISTING PAVEMENT TQ BE ELIMINATED.
21. ADJUSTMENTS OF INLETS,JUNCTlON 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.
23, 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 DEPAAr~ENT OF LABOR AND EMPLOYMENT SECURllY (DLES).
24, CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. ,SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC" TO 5' OUTSIDE
OF THE BLDG(S). THE PL.UMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTlUTlES. Nf( UTlLI1Y 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 REOUIReMENTS,
25, ALl WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE P~S AND SPECIFICATIONS 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 W~.LLS & .FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMlmNG. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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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
UTILllY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
~PECIAL PRECAUTIONS MAY BE REQUIRED IN THE VlCINllY OF
pbWER LINES AND OTHER UTILITIES,
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
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8. IT IS THE CONTRACTOR'S RESPONSIBILllY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REOUIREMENTS 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.
1 O.AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALl REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE, IN AREAS TO
BE PAVED, BACKFILL SHAL!., BE COMPACTED TO 1 OO~ MAXIMUM DENSllY AS
DETERMINED BY AASHTO T -99.
1 2. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBUC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALlY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WH;CH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE Te T:-.~: REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED, ANY ~.'\.:HOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WC!.,;{ 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.
15, THE SOILS ENGINEER IS ~o SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ,\SPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF REWRD, IN WRITING, THAT ALl TESTING REQUIREMENTS,
REQUIRED BY THE LOCAl REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FDOT) , FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUC";:.N 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 SAFElY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALl BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECt IS COMPLETED AND ACCEPTED BY THE OWNER.
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COPIES OF THESE S ARE NOT VALID UNLE$
EMBOSSED WITH T E SIGNING ENGINEER'S SEAL':,.
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RADlUS= 214S.00'R
ARC= 60.00'R
CHORD= 60.00'R; S9.99'M
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DEMOLITION NOTES
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DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
LEGEND
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REMOVE:
TEMPORARY
SILT BARRIER
I
CONCRITE
I
ASPH. & BASE
I
BUILDING
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I NES Comm.: 0327 I
I Drawn By: I.B. I
I Checked By: H.G. I
I
I
I
,I
OJ REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
o REMOVE ASPHALT AND BASE.
m REMOVE EXISTING STRUCTURE AND FOOTING.
[!] REMOVE EXISTinG TREE.
(II REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
III REMOVE WOOD DECK, POOL, POOL PUMP.
7 ALL CAVITY & Ei(CAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY.
8 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELLAS COUNTY.
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THIS DRAWING IS AN INSTRUMENT Of ::;: AND SIW.L REMAIN THE PROPERlY Of THE
ENGINEER. AND SHALL NOT BE REPRODU D~PUBU . OR USED. IN ~;,.WAY WITHOUT.
THE CONSENT Of THE ENGINEER. , ~ IGHT 2Q.03. }:~~T PUBUSHEO
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CURVE C1
RADIUS= 2025.00'R
ARC= 56.65'R
CHORD= 56.65'R; 56.63'M
CHD. BRG.= 585'29'06"[ R
585'31 '00"[ M
CURVE C2
RADIUS= 2025.00'R
ARC= 56.64'R
CHORD= 56,64'R; 56.65'M
CHD. BRG.= 587"05'08"[ R
587"12'05"[ M
CURVE C4
RADIUS= 2145.00'R
ARC= 60.00'R
CHORD= 60.00'R; 59.99'M
CHD. BRG.= N85'29'06"W R
N85'39'12"W M
CURVE C3
RADIUS= 2145.00'R
ARC= 60.00'R
CHORD= 60.00'R; 60.05'M
CHD. BRG.= N87"05'08"W R
N87"07'18"W M
\,
BRJ:~!fI'\'ATER DRIVE
..
NOTE:
1. ALL EXTERIOR SITE LIGHTING WILL CONSIST OF
INDIVIDUAL ATTACHED "COACH TYPE" LIGHT FIXTURES
FOR EACH UNIT PLACED ON THE BLDG,
WITH NO SPILLAGE TO NEIGHBORS.
2. INDIVIDUAL TRASH CAN (BLACK BARRELS) WILL BE
USED AND STORED IN THE INDIVIDUAL GARAGES.
3. NO SIGNAGE IS PROPOSED FOR
THIS DEVELOPMENT.
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N.T.S.
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NEW 6" CONC.
CURB
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N.T.S.
re.
Issue Date: 06/09/03
Revisions:
No. Date Descri tion
8 01 03 PER CITY
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NEW 6" CONC.
CURB
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CURVE C1
RADIUS= 2025,OO'R
ARC= 56,65'R
CHORD= 56,65'R; 56,63'M
CHD. BRG,= 585'29'06"E R
585.31 'OO"E M
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CONSTRUCT 10 l.F. OF ~ ~ -_
15" RCP @ 1.00% -"~
INV.I::.L. 1.9.........
CUT PIPE FLUSH
WI SEAWALL
CURVE C2
RADIUS= 2025.00'R
ARC= 56.64'R
CHORD= 56,64'R; 56,65'M
CHD, BRG.= 581'05'08"[ R
S8T12'05"[ M
CURVE C3
RADIUS= 2145.00'R
ARC= 60.00'R
CHORD= 60,OO'R; 60.05'M
CHD, BRG,= N81'05'08"W R
N8T07'18"W M
CURVE C4
RADIUS= 2145.00'R
ARC= 60.00'R
CHORD= 60.00'R; 59.99'M
CHD, BRG.= N85'29'06"W R
N8S'39'12"W M
BRlGffiWATER DRIVE
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- /GRAVITY WALL WOOD 6 WOOD J.8 \
J,S' FENCE FENCE 0" 2.8' \
+ "'. 12,9' 0,9"
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---.
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J
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SILT BARRIER NEW SWALE
A
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SECTION A-A
N.T.S.
ROPOSED LANDSCAPING
/GRAVITJ WALL
, I, 12,9' ~2'
/ EXI. GRO JND
"- J ~________
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SECTION C-C
N.T.S.
Ft
PROPOSED\
6' WOOD
FENCE
0,9'
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.
PROPOSED LANDSCAPING -.
9" GRAVIT~ WALL\ I
09' 2.2' 2.9'\
EX. GROU~D~ _ _... 2.5'
---
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SECTION B-B
N.T.S.
SECTION D-D
N.T.S.
-
-
NEW
HANDRAIL
-
NEW CONC.
WALK
~
l~rL
1.4'
-
15'
12.2'
.
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lBOT EL.
4.0
SECTION E-E
N.T,S.
.
\
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L-----
-
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NEW BLDG.
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NES Comm.: 0327
I Drawn By: I.B. I
Checked By: H.G.
Issue Date: 06/09/03
Revisions:
No. Date
8 01 03
8 21 03
8 25 03
Descri tion
PER CITY
PER CITY
PER CITY
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APPROVED BARREL JOINT SEALS ~
ARE "0" -RINIGS AND "RAM-NECKS"
TWO CONTINUOUS RINGS AT ALL JOINTS '\
ALL JOINTS SHALL BE SEALED.
/"
"\.
r SEE INDEX NO. 301
Ijl~;:~1
(
CONCENTRIC CONE (FLAT COVER
ON SHALLOW MANHOLES 0' TO
4' DEPTH)
)
I
.
STEEL REINFORCEMENT
- - 5" MIN, WALL THICKNESS
, TYPE II ACID RESISTENT
4 MIN, CEMENT 4000 PSI
~ /-:- GROUT FILL OPENING WITH
12" MIN II
2" 1FT. MIN ----.. . LL \ NON-SHRINK MORTAR
8' I 2' JOINT IN PIPE ENTRY
T ~ (TYPICAL)
Gr~ut flow channel PVC PIPE REQUIRES MANHOLE
ADAPTER COUPLING BY FLO
CONTROL, INC" OR APPROVED
WA TER STOP COUPLING.
l'
(
~
/"
-
-
I
NOTES
1. MINIMUM CONCRETE COMPRHENSIVE STRENGTH: 4000 PSI@28 DAYS
2, DESIGN LOADING: H-20
3, BASE SECTION IS MONOLITHIC
4, Manholes shall have an interior and exterior coating
of at least 15 mils dry thickness PROLO EP214-351
Epoxi-Mastic or Koppers bitumastic block solution
300M.
~
DOGHOUSE MANHOLE DETAIL
-
N.T.S.
-
-
-
-
~
-~
NOTE:
1. EXISTING ABOVEGROUND UTILITY FACILITIES
IN THE PUBLIC RIGHT-OF-WAY BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THF PROPFRTY WHI~H THF 1ITIIITIFS c;FRVF
IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
INVOLVE A SUBDIVISIONi, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBUTION LINES
SHALL BE UNDERGROUND UNLESS SUCH
UNDERGROUNDING IS NOT PRACTICABLE
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NES Comm.: 0327
I Drawn By: ' I.B. I
I Checked By: H.G. I
06/09/03
Descri tion
PER CITY
PER CITY
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RDWNTHE PROPERTY OF THE
OR USED IN NlY WAY WITHOUT
GHT 2003 NOT PUBlISHED
II
C5.1
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 ~ll OVER
THE LOWER LIP OF
THE BARRICADE,
6' MAX,
POST OPTIONS:
2.x4" OR 2.5"DIAM,
WOOD; 1,33LBS./FT.
MIN, STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
2'-1"
NON TRAFFIC GRATE
ElEV.4,6
GREASE SKIMMER 3 SIDES
(SEE DETAIL)
BOTTOM OF SLOT, 3 SIDES
ELEV. 4.48
BOTTOM OF SKIMMER
ElEV, 4.23
"",!Ilia"
""""jt,,111.>" "
:1",:" .
a . ,,'
P,....~ I{!,.,. ,..,..
., . _ or., .::.,.:,....-.,...
PRINCIPAL POST
POSITION, CANTED
20' TOWARD FLOW
SILT BARRIER DETAIL
N.T,S.
NEW BLDG.
~v
I
I
1 5'
I
"
I
I
\ ~
\ ,
ROOF DRAIN
FIN. GROUND
! UTIUTY (i.e. SANITARY
SEWER, WATER SERVICE.
'""d'". fiRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' fROM BLDG.
-'.'~' ,'~',' - ..
''-: .~::.~-':~
UTIUTY WITHI<l ~' OF BlDG.
BY PLUMBING CONTRACTOR.
FlNAL CONNECTION BY PlUMBING
CON1'IW:TOR UNLESS OTHERWISE
COORDINATED BY THE G.C.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
SEE PIAN
P/L
~E SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SOODING
POSITM DlWNAGE (4:1 MAX)
MEET EX.
~ COMPACTED GROUND
P/L
SEE PlAN
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.S,
{""^ . '1~
lYPE A
(T')
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1/8" TO 1/4"
~
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0/4
UNDOWELED
TRANSVERSE
CONTRACTION OR
LONGITUDINAL JOINT,
SAWED OR PRE-
MOLDED.
TOOL WITH
1/8" RADIUS
DEFORMED TIE BARS
14x30. 0 30" O.C.
TIED LONGITUDINAL
CONSTRUCTION JOINT
OR CONTRACTION JOINT
WHlHl Hll.lUIHLU.
en
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NOTE: DO NOT TIE MORE THAN
THREE LANES TOGETHER,
CONTROL (CONTRACTION) JOINTS
N,T,S.
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FILTER FABRIC
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GROUND
~
CONTROL STRUCTURE
N.T.S.
FILL GROUND AROUND
BLDG. TO 3. BELOW
FIN. FLOOR ElEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2~
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
NOTES:
1. ~ 5'x5'x4"
lHICK CONe. SlAB
o AU. EMERGENCY EXITS,
2. CONFORM TO N!DIE
DETAIL FOR P1X1oIG
WAU<S AT THE BLDGS.
GROUND PREPARATION
AT ALL BUILDINGS
N,T.S.
RETENTION BASIN
~
EXIST. SEAWAlL
_____________~___~EAS~SKIMMER_
4 3" rff
3'
2'
0.12'
BOTTOM
CONTROL STRUCTURE
TOP OF BANK ~
------------
NDERORAIN
PlPE(S)
3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE.
GREASE BAFFlE TO BE
1/4. THICK AlUMINUM
w/ST~NLESS STEEL ANCHORS
1 PLACE EROSION'" SILTAilON CONTROL. SEE SHEET C1.2
AND PLANS,
2 EXCAVATE AND ROUGH GIRADE NEW RETENTION BASIN
WITH PIPES.
4 PLACE GREASE SKIMMER.
5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S).
SLOT & GREASE
BAFFLE DETAIL
N.T.S,
RETENTION BASIN / UNDERDRAIN DETAIL (1)
N.T.S.
RETENTION BASIN
TOP OF
BANK
SOCK
2'
.
~ FILTER MEDIUM 6.PVC
(SEE SPESS. UNDERDRAlN
pLT~~ SHT C1.2 (SEE SPECS)
W'PERMEABILlTY COEF. L IMPERVIOUS MEMBRANE (30 MIL)
OF 0.20 CM/SEC AT ALL SIDES EXCEPT At OPEN(NG\
(DO 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 C1.2)
DETAIL (3)
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
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N,T.S,
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
PLACE SOD 1/2"
BELOW PAVEMENT
FIN, GRADE PRIOR
TO SODDING
", POSmVE DRAINAGE
""--- COMPACTED GROUND
RETENTION BASIN
COMPACTED FU.'
OR UNDISTURBED
SOIL
BASE
I I I I I I , I
I I I , I I I 1
- ~I- ~ -I-...J r- -iL... -t'"r .L -1- 10 - .;. L. i-
'I i I I I: ! I! ! :1, Ii i I. TRANSVERSE
L,i,,,L"iJi.,,,,;LL.J l.j~_L1L,m.LL; f~E~~~Tt~) JOINT
"""',~-'*J"'''T''' ""','.'""1""-1", ._, C-."., .~~'""T.'-"......"i.
'I: I Ii' I ; I i I' "TIED CONSTRUCTION
: I; ,II: I I I i Ii . I ;
: I; , : I i II i II i II! JOINT
-..:--1-"'1li!1"....-t.. ~-i-,:--ri!- (SEE TYPE B)
I I I ~I I I I SEAL JOINT IN INVERT
-~~...~~tr...+ ~... ..t+-..+~+--
:. I I 115': : i 'T- (2) 14 ; 0 5'
-..., I-~. 1- + 4.... -.i-JiI.. 111-, -i,.- ~.' - ';'1-1.- INTER\JA'S 24" LONG
I' l Iii I i :1 \ r l I r Y1"\L ,
I' i II i I i 'I; I' ii'
,I' I : ,i i" :1 I II ! I:
'. .... .:"d.,.......... ....-.._~ .,...,t:;L~,._,.~".........,:..,_...J ~..."...#~'.__i-:::..l.";:._...J"'.....',:
LONGITUDINAL
CONTRACTION JOINT
(SEE TYPE A)
PLACEMENT OF
SOD AT PAVEMEPlT
N.T.S.
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.S.
.,
\
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L~-.._J ......~fJ ....
! ' 1 \ 1
.'':'''~--'''''J-
; " ! ,il
; ! . ,. T
~:t.'j-...+.-ti :['
PROJECTED SIOESLOPE
AND BOTTOM OF
RETENTION BAS~N ././
BOT. ./ ./
--/
SEE UNDERORAIN
DETAIL FOR
DIMENSIONS
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4.
CONTROL JOINTS
o 4'O.C.. 5' O.C.,
8' O.C" OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
4>> 40' O.C. FOR 4'
SIDEWAlKS, 50' O.C.
FOR 5' OR GREATER.
CURBIWALK DETAIL
N.T.S.
,
J
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SKEWED TRANSVERSE JOINTS
N.T.S.
CONCRETE JOINT
LAYOUT DETAIL
N.T.S.
PLACE 1 /2"
EXPANSION JOINT
IN TOP OF CURB
AT AlL RADIUS POINTS
PLACE JOINTS IN
CURB TO MATCH
PAVEMENT JOINTING
,-".... . '.. .-.'.' " ...... -I",' '0//" --",~,~
NES Comm.: 0327
I Drawn By: I.B. I
Checked By: H.G.
06/17/03
Descri tion
PER CITY
1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS, BERMS TO 95" OF MAX DENSITY.
2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDEIRDRAIN
AS REQUIRED,
...}.-..
tj~ttat
~ AAO i.
Ii<=
; ,:-'L T,'" ,
i ~...~
: ' A--. "[6'
.. ;. " ! .' ji8'
.. iH!.C'
~=,;.:.:t.L
...LJ:;''':',11.
,::.,.T~A .T
I.+...-\--.--l...-+--..--+--~.. ".,:..--}..~ ,
L...ri,.. ._-~.-+-._..+ .,.J..iJ"J.. L..,j..L"llg
!! i i i !! ,. i i '.48'
['T ..':.T..'.l )_~__L.J ,:,1-
! ~~fc~... L..:.~:-r::;::
, , I
fi.--."._..;...-,......~._..~,.-..
'\ ,/ Ji-.+..
i~:\:~:~\\J:! .'..,
'I.~~'.'~~ '
"V\tJ:..-.i:,
..~"~~"~ ~
i
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAlN. (A COPY OF SOIL REPORT MAY BE PftOIYI)Ef) IF
REQUESTED AS SUPPlEMENTAL IWORMATION ONLY) .
4 CONTACT N.E.S. FOR INSPECTION.
en
....
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A
DETAIL (2)
N,T.S.
\
FIRST
STREET
PAVED
.
REMAIN THE ~ Or' 'l1iE..
~~~N<<~!~.. ~
; .: ;<:::';W;~!',~'~:~, \~:
: .\'rJ'~),~ ;;~ I~~ 6~.; :<.t:
AUG 1 &.~:~v,~ ~,:
" ~4/.." : .....
AERT, P.E.' 52943 '" .',~ ::'>
COPIES OF THE P~S ARE NOT VAlID UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND
ENGINEER, AND SHALl NOT BE REPRODUCED,
THE CONSENT OF THE ENeIN (
,
I
RETENTION BASIN
UNDERDRAlN CLEAN-OUT
w/1S.x18.x.. CONe. COUAR
FtUSH AT SIDE SLOPE.
TOP OF
BANK
COMPACTED
APPROVED FILL
6" SOLID PVC
W, /9 9(1 lONG
SWEEP ELBOW
CONNECT MEMBRANE
TO 6"PVC WATER TIGHT
(SEE U.S.I.)
6.PVC
U'NDERDRAlN
NOTE: CONTRI ;TOR TO SUBMIT JOINTING
PLAN TO ENGIN!ER FOR REVIEW PRIOR
TO THE START OF CONSTRUCTION
TYPICAL PAVEMENT
JOINT DE' AIL
N.T.S,
UNDERDRAIN CLEAN-OUT
N.T.S,
FILL WITH
JOINT SEAlANT
(lYP. )
1/8" RADIUS
"{J
L .2d OR 2" MIN,
1/8. RADIUS
{,",.,i(
3'
I--MIN,----t
".
. i.'.. '
/" :. ~'..
I--MTN.----t
TYPE 0
~ L- ,2d OR 2" MIN.
"'-- 1/2. PRE-MOLDED
JOINT FILLER
TYPE C BUTT JOINT
ISOLATION (EXPANSION) JOINTS
N.T.S.
CONSTRUCTION JOINT
N.T.S.
\
.
tC6. 1
BLOWOFF DETAIL
N,T,S,
Eclipse No. S5-B~
Blow-Off Assy.
Including Locko.ble
Co.st Iron Box
~2' Bro.ss
'Wo.ter Main
"-- 90' Bend
2' Bro.ss
Resto.lner PI/'
Per Deto.ll No. 403
CITY or CLEARWATER, F'LORIDA
ENGINEERING DEPARTMENT
v
BLD'JDF'F
DETAIL
lEV. lAtE
---
G.c.H.
_.
Concrete
Thick x
JifCleo.nout Plug
-- ---
Po.d 4'
1'-6' Sq.
.
N
,
LI' 95/S' I
W/////@
I
Sewer Mo.ln
\-;---10 S/B'----;\
Ir- 9 7Is'---11
IT:
~138:/~~
6' or S'- 1/8 Ben
Plug
(See Note)
CLEANOUT PLUG DETAIL
CLEANOUT
DET AIL
N.T.S.
N.T.S,
Cleo.nout plug to be
U.S. Foundry 7621
or equo.l.
NOTE I
lEV. lATE
~ -,
CITY or CLEAR"'ATER, FLORIDA
ENGINEERING DEPARTMENT
STANDARD
CLEAN OUT
(0. o.r
HOlE:
ani! If
Remave Curb If Exist
PLAN VIEW
jS
R_ Bock af Curb on State or vertlcGl Curbs with 0 vwtlcal Sow cut
or Remow Intlre Curb CII'Id Replace 08 Port af Sidewalk Romp,
III WocIIfIed ond Volley Gutter Curbs
join exI8t bock of curb
/ 12" ~Textured Surface
1" c:::::=-- Max Slope ~'"
r:..~ . .. '. .,. . . .... .... t..~ . :". .., .'
.,'!,.,:" :.!: ,.0 .,'.-.. . Remove to an
. . 1/2" Exponslon JoInt ewn joint or eowcut
.s;"-
2:ia
:"N~
.' Min Residential Street l' Clt R
5' Win Arterial Street 2' County R
Bock af Curb
3000 psi Conc ." Thick. Constr.
6" Thick at on_aye with
6x6 110 Welded WIre Mesh.
See Nate 7,
1/.' per Foot
" .......: .("..:......:.,..;.. ,.......:..
SECTION A-A
SECTION B-B
~
1. ........ T.... JaInt8 At DIe'- 1iIatdl.... 1he 'MdtII.
_ "'- EIpaMIoft olDIn'- At ~
2. If SGme PIlJlllcal CMtructICIIl ExWa lIlIdI "'-'-
1he """*" Of ....... Aa ...... Contoct 1he
~ DhIIIan For A1t-'- ~
3. WoodIn 1M oa.. s,... . Not lie ......It'*'
In ....... Or ~
.. No CDa\IntI Of An= . lie "'"""'*' On c-.te ....... Or
~ ......t App'OWII Of 1he ClIy ~.
5. ,. ~ .... .. 3OClO ... ..... . 2lI ~
'0 ~ SUrfDae eo be ......t er-. F1nlIh.
7. ~ ~ ~ ..... be .' _ . ''''/lOletO ....Y..
8. It..,. SIlcIlI _ 0 Toelle Sla1'aCe. Tatlnd to 0
o.plh Not ExceedIno 1/r by _ of T_ or roIer
In Con~ with ~~ of fOOT
Itoochtoy ond Trofllc 0eI9l Stonclordt. Oetol 304
Or Moet R_t IiIodIllcotlo"..
It
\Its __
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CITY or CLEAR"'ATER, FLORIDA
ENGINEERING DEPARTMENT
TYPICAl 51 WALl<
CONSTRUCnON AND
RAMP DETAIL
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TYPICAL FIRE HYDRANT SETIlNG
N,T.S.
ONLY APPROVED
Hydro.nt Assel'lbly
<Typ.)
Kennedy Guo.rdlo.n No. K -BIA
Muller Centt.W'lo.n No. A-423
U.S. Pipe Metropollto.n
D1sto.nce Vo.rles
18' Min.
24' Mo.x.
c
~
iMeCh. Joint Vo.lve
-
oD
I
N
To.pplng Sleeve a. Vo.lve
r By City, Fee by
/ Owner or Contractor
'-Restro.lnlng Joint (Typ'>
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,
NOTESI
1. All Fire Hydro.nts to ho.ve 5 1/4' Vo.lve Seo.t.
2. See Index . 407 for Jo.ck a. Bore Deto.lls.
V
DIG
--
-,
lEV. lAtE
~ See Index No. 301
3' /
Q ~ 4 toyors of !oriel<
Approved bo.rrel Joint seo.ls
o.re 'O-Rings' o.nd 'Ro.l'I-Necks'.
Two continuous rings ot 0.11
Joints.
Concentric cone (Flo.t cover
on sho.llow 1'I00nholes 0' to
4' depth)
Poured Enco.sel'lent
Steel relnforcel'lent
5' I'Iln. wall thickness
type II o.cld reslsto.nt
ceMent 4000 p.s.l.
Grout fill opening with
non-shrink 1'I0rto.r
Grout flow cho.nnel
pipe requires I'\O.nhole
o.do.pter coupling by Flo
Control, Inc., or Oopproved
woo ter stop coupling.
NOTES
1. Preco.st 1'I00nhole drop 1'I00y be o.pproved by City
Engineer, Shop dro.wlng subl'llttal required,
2. Drop required when 2' or over.
3. Manholes sho.ll ho.ve o.n interior o.nd exterior co t
of o.t leo.st 15 I'Ills dry thickness PROLO EP214-
Epoxl-Mo.stlc or Koppers bltul'lo.stlc blo.ck solutio
300M.
CITY or CLEAR"'ATER, FLORIDA
ENGINEERING DEPARTMENT
PRECAST
SANITARY IWMI..E
DETAIL
OUTSIDE DROP
lEV. ..n:
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~FIRE DEPT. PUMPER
CONNECTION
6" CONC. (W/6x6 W.W.F.)
COLlAR 18 Sq. AROUND CONN,
FINISHED GRADE
It
to
,.,.,
RESTRAINED JOINT
3" 0.1. M.J. 45' BEND
3" PVC SC 40
.c:2 FROM STREET
FIRE DEPT. PUMPER CONNECTION
NTS
InIsh To E>dstlnQ SlrFo.ce "'Ith
PC III Aspho.ltlc Concrete
ICJTES
~!; ':. <.~,:a: /r" '~, ;?:''';!.' 'fr.){r~
~ ~
OI'lpOcted Bose - ThlckMss of DrIglno.I + 2'
I<IIrlIPluft Thickness 8"
Undisturbed Trench Side
1 Tr~h bockF.led In 9' cOl'lpOcted
Io.yers, Density to.ken every 300 Ft,
2 Bose PlOy H r.o.ced with Aspho.ltlc
Concrete with prior o.pprovo.l of
City Engineer.
3 Dn longttudlno.l Insto.tto.tIon reqlklnQ
reSlrFo.clng f'ull width of po.veMnt.
f'Inlsh bose to PlO"tc:h exlstlnQ po.veMnt
slrf'o.ce o.nd prllw. Then reslrf'o.ce 0.5
directed by the City Engineer,
CITY or CLEAR"'ATER, FLORIDA
ENGINEERING DEPARTMENT
STREET REPLACEMENT 71
FOR UTILITY AND
lEV. 1A1I:
---
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Vorlos ~
if
FInish gro.de to
o.llow 0.4' I'Iln., 1.0'
1'I00x, fo.ll frol'l
property line to
~
~
CITY O'WNED
AND
MAINT AINED
HOMEO'WNER O'WNED
AND MAINTAINED
6' Service Lo. tero.l
SECTION
ANY VARIANCE MUST HAVE
'WRITTEN APPROVAL Of THE CITY
ENGINEER,
CI1Y Of ~~~~DA
PUBLIC WORKS A&JIIll'A IMTION
ENCMERlNG
STREET LATERAL
DETAIL
NOTEI
All lo.tero.l mterlo.'s, including
o.pproved Cleo.nou'\ hardware, o.re
to extend tott~ R/'W or to the
eo.seMent line 0.5 "(-oted,
_. OIIlE
--
_.
.
..
J
-
Pick Hole 7 S
1-1/4' 117 -
S/8'
Min. 4 Required
l_tIl
RING - HALF PLAN
Required
Non Skid
Pattern
Required
.
N
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[J
.
.
,
(Y)
I
-
SOLID COVER
.
.-
,N
7!o.
I 22-3/4' 1-10
~JFU~r
Mo.chlned Surfo.ce
\
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..
RING - SECTION
Mlnll'lul'I 'Weight 7' 232 lbs.
9' 278 lbs.
SOLID COVER SECTION
MiniMUM 'Weight 128 lbs.
NOTES
1. 'Where roo.dwo.y bOose is S' or thicker use 9' rln ,
0.1'1 other co.ses 7' ring is perl'llsslble,
2. MOonufo.cturers 1'I0del of storl'l ring o.nd cover t
be o.pproved by City Engineer.
_ t&
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i I
Mo.ln- - - -, - - _u __ - lu_ - __ - - - - __ - - __ n __ - - - - - _u_ - - u_ - - - - __ - - - - - - - - - - - - - - - --- - - - - _u - - --- n_U - - -.
Lot
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'Wo.ter Servl~ :
(Typ.) ~
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2' Joint In pipe entry
Il,,"-slde Lot Line Lot
<Typ,)
I NES Comm.: 0327 I
I Drawn By: loB. I
Checked By: H"G,
~
~
I
PLAN VIE'W
WM 0
2~ :--
NOTEI SANITARY LATERALS TO BE II
VITHIN 10' OF CENTER OF LOT DN
DD'WNHILL SIDE OF CENTER OF LOT.
RII'I M.H.
of Street
'WOoter Mo.ln
So.nlto.ry
Mo.ln
PROFILE
CITY or CLEAR"'ATER, FLORIDA
ENGINEERING DEPARTMENT
SANITARY LATERAL
v , LDCA TlONS
lEV, IAn:
........
-. ewe
06/17/03
Descri tion
PER CITY
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X
20'x20' SIGHT
TRIANGLE (TYP.)
-------- -*
-----
-----
~ fPd U@ [J={j1rW ~ 1r~ fPd
[Q)fPd~W~
~-~
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--
, -
50 R/W : (26' ASPHALT)
6
~DIVISION
)
PLANT tvrA TERIAL LIST
SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SPECIFICATIONS
HR 4 HASHINGTONIA ROBUSTA HASHIN6TON PALM 2 @ 18',2 @ 21' CLEAR TRUNK HTS.
AH I AGOELORRHAPHE HRIGHTII PAUROTlS PALM 12' HT., -, STEM MINIMUM
LJ 2 L1cSUSTRUM JAPONIGA TREE-FORM LI6USTRUM 8' HT X 6' SPD, 65 GALLON, MULTI-STEM
GE 2 GONOGARPUS EREG lUS SERIGEUS SIL VER BUTTONHOOD 8' HT X 5' SPD, 30 GALLON, MUL TI-S TEM
HS 6 HIBISGUS ROSA SINENSIS HIBISCUS SEMINOLE PINK' 24' HT X 24' SPD, 3 GALLON
PA 6 PLUMBAGO AURIGULA T A PLUMBAGO 24" HT X 24" SPD, 3 GALLON
GI 30 CHRYSOBALANUS ICAGO COCOPLUM 24" HT X 24" SPD, 3 GALLON
CM 50 CARISSA MACROCARPA 'EMERALD BLANKEr 12" HT X 15" SPD, 3 GALLON
LT f!>0 LANTANA MONTEVIDENSIS PURPLE TRAILINe LANTANA 10" HT X 10" SPD, I GALLON
LC 50 LANTANA CAMARA 'GOLD MOUND' 10" HT X 10" SPD, I 6ALLON
SR 10 SY AGRUS ROMANZOFFIA QUEEN PALMS 16'-If!>' HEIGHT B+B
TO 10 TRIPSAGUM DAG TYLOIDES FAKAHA TCHEE eRASS 3 GAL., 18"xlf!>"
FP f!>2 FICUS P1JMILA C~PINe FIe 24" O.G., I GALLON, 12" SPREAD
PROPOSED TREES
SYMBOL LEGEND
HASHINGTON PALM - 4 X I"
PAUROTIS PALM - I X I"
L1GUSTRUM - 2 X 2"
BUTTONHOOD- 2 X 2"
TOTAL PROPOSED INCHES
= 4"
= I"
= 4"
= 4"
ST. AU6USTINE "FLORATAM" SOD
"""
= 13"
"">"'
9
LANDSCAPE INSTALLATION NOTES
f~ o.
I) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN IN, GRADES
AND STANDARDS FOR NURSERY PLANTS. FEBRUARY l't'te> EDITION, PUBLISHED BY
THE FLORIDA DEPARTMENT OF AGRICUL lURE AND CONSUMER SERVICES.
2) LocATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- 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 DRAINAGE FOR OPTIMUM 6ROHTH OF LANDSCAPE MATERIAL
BEFORE INSTALLATION BEGINS.
4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTIN6 ISLANDS AND OTHER AREAS SHALL
BE CLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER HASTE MATERIALS TO A DEPTH
OF 24" PRIOR TO LANDSCAPE INST ALLA TION.
5) ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED HITH A PRE-EMERGENT HERBICIDE
AND THEN TOP-DRESSED HITH 3" DEEP PINE BARK NU<S6ETS.
TREE RINGS SHALL BE MINIMUM 24" RADIUS, ALL TREES AND PALMS SHALL BE STAKED.
6) NEH SOD SHALL BE ST. AUGUSTINE "FLORATAM" 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.
BA YSIDE SUB[
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NEW RETENTION POND
TOP EL. 5.1
BOT EL. 4.0
NEW
2' GRAVITY WALL
NEW
RETAINING WALL
EAWALL VISIBILITY
TRIANGLE
EXIST.
1.3' SEAWALL
TO REMAIN
LD
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EXWOWDDD
DOCK
- - - - - - - - - JQ' ..QOCK-LltiE
--
---
---
---
---
--
- - - - - - - - - _ _ _ 30' DOCK LINE
---------
------
------
NORTH
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L
1) TREES SHRUBS, AND GROUND COVER SHALL.BE INSTALLED USING THE FOLLOHIN6
PROCEEDURE. PLANT PITS SHALL BE EXCAVATED TO THICE THE DIAMETER OF THE PLANT
ROOT BALL. AERATE EXISTING SOIL BEFORE BACKFILLING PIT. ADD A6RIFORM FERTILIZER
TABLETS TO EACH PLANT PIT, AS PER THE SPECIFICATIONS.
\
\
.
IRRIGATION NOTE
ALL LANDSCAPE AREAS SHALL BE HATERED HITH AN AUTOMATIC, UNDERGROUND
IRRIGATION SYSTEM, HITH A RAIN CHECK DEVISE CONNECTED TO THE CONTROLLER.
AFTER THE 3D-DAY ESTABLISHMENT PERIOD, THE CONTROLLER SHALL BE SET
TO OPERATE IN COMPLIANCE HITH LOCAL HATERING RESTRICTIONS. SPRAY
AND ROTOR HEAD NOZZLES SHALL BE ADJUSTED TO ELIMINATE OVER SPRAY
ONTO PAVED SURFACES. IRRIGATION SHALL PROVIDE 10096 COVERAGE
AND COMPLY HITH THE CITY OF CLEARHATER CODE.
'~
SCALE 1" =
10
,
1 0'
0"
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I 06118/03 I
I Drawn By: FMA I
I Checked By: AU I
20
I
Descri tion
PER CITY
PER CITY
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