FLD2003-12066 (2)
FLD2003-12066
1320 S FT HARRISON AVE
DR. MILLER
PLANNER OF RECORD: WW
ATLAS # 305B
ZONING: C
LAND USE: CG
RECEIVED: 12/19/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDD:
CL WCoverSheet
Wells, Wayne
From:
Sent:
To:
Subject:
Melone, Christopher
Thursday, June 14, 2007 9:40 AM
Wells, Wayne
RE: 1320 S. Ft. Harrison Avenue
Thank you Wayne I have a copy of the vacation of B St. and will be speaking to Paul this morning on my next course of
action. Ben and I agree about the stnplng on the North side of the building and so does Steve Dorothy. Thanks again for
your help
Christopher
-m-Onglnal Message-m-
From: Wells, Wayne
Sent: Wednesday, June 13, 2007 5:17 PM
To: Melone, Christopher
Cc: Elbo, Bennett
Subject: 1320 S. Ft. Hamson Avenue
Chris -
I keep forgetting to talk to you today. I saw the problem of the car(s) parked in the former "roadway" of B Street last
night when I went home. There was a car with its rear end sticking out into the travel lane of the former B Street. It
would be my recommendation to have them stripe out that area on the north side of the building and post signage for
"no parking". As I showed you on the approved FLD site plan, the area on the north side of the building is not an
approved parking area.
Wayne
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DATE
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R E VI S
RE'v1SION MADE
RE'v1SED LEGAL DESCRIPTION
o N S
JOB NUMBER
N/A
S.,
ORA WING FILE
030260,OWG
RNG.
15 E.,
PINELLAS COUN11Y, [?LORIDA
LEGAL DESCRPTlON
LOTS 1, 2, 3, 4 AND 5, BLOCK 24, TOGETHER WITH THE EASTERLY 9 ftET OF THE VACAlm 18
FOOT ALLEY ABUTTING THE WEST PROPERTY LINE OF SAID BLOCK 24, MAP OF BELLEAIR,
ACCORDING TO TI-IE MAP OR PLAT THEREOf AS RECORDED IN PLAT BOOK 1, PAGE 105, OF THE
PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF 'M-JICH PINELLAS COUNTY WAS
FORMERL YAP ART.
FIRM ZONE
THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE Yt1TH THE FIRM
MAP Of THE CITY OF CLEARWATER, PINELLAS COUNTY, COMMUNITY PANEL NO. 125096-0015-D,
MAP RE'v1SED AUGUST 19, 1991.
PREPARED FOR
ENTA INVfSTMENT, LLC; OLD REPUBLIC NATIONAL TIM INSURANCE COMPANY; RICHARDS,
GILKEY, FlTE, SLAUGHTER, PRA TESt & WARD, P.A.
SURVEY ABBREVIATIONS
A = ARC lIHGlH
Ale = AIR CCllOITICl'IER
W = AlUillIlUII F[JlC(
AlUII . AlUillIliJII
A,S?H . ASPHAl T
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CIl ~ COUIIT'I ROAD
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E~ = ElXI ~ PA\>OIENT
[OW . EDGE ~ WA IDl
ESln = EASElIEHT
,ell = 'CXJHO CON01fTt IIONUloIENT
ftS = flARm END SECTICJl
I1P = F()JN() IR:J< P',p(
FIR = FCXJND IRCJl ROO
fl = flO'll UN[
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F~ = ,CXJNO CffN PIPE
mc = FLCRlDA POO CCRI'
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*** A8BREVlA TIONS ItIA Y ALSO BE CONCA TEN A TED AS REQUIRED.
*** OTHER COMMONLY RECOGNIZED AND/OR ACCEPTED ABBREVIATIONS ARE ALSO UTIUZED BUT NOT SPECIFIED HEREON,
GENERAL NOlES
1. UNLESS OTHERWISE STATED, THE PROPERTY DESCRIPTION SHO~ HEREON WAS PROVIDED BY THE CUENT, OR CUENfS
DESlGNA TED All:NT,
2, UNDERGROUND It.lPROYfMENTS, INQUDING BUT NOT UUITED TO BUILDING FOUNDATIONS, HAVE NOT BEEN LOCA TED
EXCEPT AS SHO~ HEREON,
3. INACCESSIBlE ABOVE GROUND IMPRO'vtl.lENTS (LG, BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC,), HAVE
NOT BEEN lOCATED EXCEPT AS SHO~ HEREON,
4, UNLESS OTHER'MSE STATED, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITlE SEARCH AND MAY BE
SUB-ICT TO ADDfTIONAl EASEMENTS, RIGHT-Of-WAYS, AND om ~ATTERS or RECORD,
5, THERE ARE NO VlSlBtI ENCROAC'rlMENTS. EXCEPT AS SHO'~ HEREON,
6, BECAUSE or THE POS'SlBlUTY or MQ\f:MENT or THE MONUMENTATlON FROM ITS ORIGINAL PlACEMENT BY PERSONS
om THAN THE SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY flEW fMPRO\-fMENTS ON THE PROPERTY
THE POSITION or TrlE MONUMENTATION BE VERIFIED,
7, UNAUTHORIZED COPIES AND/OR REPRODUCTIONS VIA ANY I.IEDIVIA or THIS DOOJMENT OR ANY PORTIONS THEREOF
ARE EXPRESSlY PROHIBITED WITHOUT THE SIGNING SURVEYOR'S WRlffiN CONSENT.
8, BASIS or BEARINGS IS ASSUMED,
9, All BUILDING TIES, PROPERTY MARKER LOCATIONS AND OTHER SlTE !MPRO\-fMENT LOCATIONS SHO'~ HEREON ARE
MEASURED PERPENDICULAR TO ADJACENT BOUNDARY UNES, UNLESS OTHER'MSE STATED,
10, flOOD ZONE DESIGNATION AND/OR flOOD ZONE UNES (IF ANY) SHO'M'l HEREON HAVE BEEN SCAlED FROM THE
REFERENCED UAP AND ARE APPROXtMATE. THE TRUE flOOD ZONE UNES MUST BE DETER!.lINED BY AN ENGINEER.
11. THIS SURVEY DOES NOT DETERMINE OR Il.lPLY OWNERSHIP.
12, THERE MAYBE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MA ffiRS or RECORD THAT ARE NOT SHO'M'l
HEREON THAT MAY BE FOUND IN THE PUBUC RECORDS or THIS COUNTY,
c
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DEe 1 9 2U03
BOUNDARY and TOPOOWHIC SURVEY
CERTIFICATION: I HEREBY CERTIFY TO mE BEST Of MY KNO\UDGE AND BEUEf
mAT THE SUR'.fY SHOWN HEREON SUBSTANTIAllY MEETS THE MINIMUM TECHNICAL
STANDARDS FOR lAND SUR".fYlNG DESCRIBED IN mE STATE Of flORIDA RUlE 61G17,
F,A.C, FURTHERMORE, THIS CERTlflCA TlON SHAll NOT EXTEND TO ANY OTHER PERSONS
OR P ARTlES OTI~ER THAN mOSE NAMED ON THIS SURVEY AND SHAll NOT BE
VAUO AND BINDING AGAINST TI-lE UNDERSIGNED SUR".fYOR 'MTHOUT mE ORIGINAL
RAISED SEAl AND SIGNATURE Of THE flORIDA UCENSED SURVEYOR AND ~APPER,
~~~.
~~SHIMP II, ORIDA REGISTERED LAND SURVEYOR No, 2512
GEORll: A. SHIMP Ill, PROFESSIONAL SURVEYOR &: MAPPER No, 6137
JOB NUMBER: 030260 DATE SURVEYED: 5-9-2003
DRAWING FILE: 030260.0WG DATE DRA~: 5-13-2003
LAST RE'v1Sl0N: 9- 29- 2003 X REFERENCE: N A
GEORGE A" SHIMP II
AND ASSOCIATES, INCORPORATED
LAND SURVEYORS LAND PLANNERS
J"(Jf /JeSOm B()lIlfYARlJ, SlI/7'f JJ
PitH' llUlB()R, .I'l()lYlU .uS8"
LB 1834 PH()A'K (121) 181-$196.1'0 (121) 186-/2S6
LEGAL DESCRIPTION
LOTS 1, 2, 3, 4 AND 5, BLOCK 24, TOGETHER WITH THE EASTERLY 9 FEET OF THE VACATED 18
FOOT ALLEY ABUTTING THE WEST PROPERTY LINE OF SAID BLOCK 24, MAP OF BELlEAIR,
ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 105, OF THE
PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS
FORMERLY A PART.
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FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE MAP 12103C0108G
MAP REVISED: SEPTEMBER 03, 2003
SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SURVEYOR No. 2512
DATED: 05/03/03
E LEGEND ...
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EXIST. ELEVATION x
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EXIST. CONTOUR 10
NEW ELEVATION +10.00
NEW CONTOUR -- -10- -
EXIST. STORM SEWER I" t/}
NEW STORM SEWER -
NEW UNDERDRAIN I ___________ I ..
EXIST. SAN. SEWER
NEW SAN. SEWER - I- I- ,-
SECTION 21 , TOWNSHIP 29 S, RANGE15
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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SITE DATA
EXISTING (E) PROPOSED (P) TOTAL (E +P) REQUIRED
C C C C
ZONING: ._----------.
CG CG CG CG
LAND USE: -._- --- ----.-------- .--------.--
COMPREHENSIVE
OFFICE / RETAIL OFFICE OFFICE INFILL
USAGE:
,-, ----.-------
27,225 S.F. 27,225 S.F. 27,225 S.F. 10,000 S.F.
LOT AREA: 0.63 ACRES 0.63 ACRES 0.63 ACRES 0.23 AC
.
BUILDING COVERAGE: 8,286 S.F. N/A 5,453 S.F. N/A
(S.F. & % OF GROSS SITE) 30.4% 20%
_._ ___...___ H___ ___ ___ .., - --- ..--~._----_._.~_..
GROSS FLOOR AREA (S.F.): 12,343 S.F. 0' 11,643 S.F. 0.55
0.45 0.43
---LA.R..: N-=-o'-sLDG:---& ~PVMf'-- --- N=- 01- TO - BLOG - N---o'-to -sLOG.
FRONT: E - 0 ' PAVEMENT [- 15' TO PVt.4T, 10' TO BLDG. E - 10' TO BLDG. 25'
S - 3' PAVEMENT S - 3' PAVEMENT
ai-PAVEMENT ~-_.-.~-- ----. _..- "5;-ro - PAVEMENT
5' TO PAVEMENT 1 0'
SETBACKS: SIDE: 8' BLDG. 8' TO DUMPSTER 8' TO EXIST. BLDG.
REAR: N/A N/A N/A 20'
. ----------- -.--..-----.----
16' TO TOP OF 16' TO TOP OF MANSARD
BLDG. HEIGHT: ONE Be TWO STORY MANSARD Be TWO STORY 25'-50'
'--
PAVED VEHICULAR USE AREA: 5,693 S.F. 6,488 S.F. 12,181 S.F. N/A
(V.U.A.) . ., -
IMPERVIOUS SURF ACE RATIO: 14,697 S.F. 6,488 S.L 18.352 S.F. 0.95
(I.S.R.) 0.54 0.24 0.67
. -----~-_._--
OPEN SPACE: 12,528 S.F. 20,737 S.F. 8,873 S.F. N/A
(S.F. & % OF GROSS SITE) 46% 76% 33%
-- ._,
PARKING LOT INTERIOR LANDSCAPING: 337 S.F. 943 S.F. 1,280 S.F. 0.10
(S.F. & % OF V.U.A.) 5.9% 15% 10.5%
PARKING: 14 14 28 22
-- . ----
PARKING CALCULATIONS: 4 PARKING SPACES PER 1,000 S.F. GFA
5,453 S.F.-i 1,000 S.F. = 5.453 x 4 =22 REQUIRED SPACES
EXIST. WATER SERVICE - - - - - - - - -
NEW WATER SERVICE - - - - - - - - -
.~
..
NEW INLET .
NEW SAN. MANHOLE .
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
C.O.
- I -Iil- I -
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
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F.D.C.
T.B.O.
T.&V.
METER
BACK FLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
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NES Comm.: 2003-P
prawn By: B.J.V.
Checked By: H.G.
'I
Issue Date: 10/11/03
Revisions:
o. Date Descri tion
SITE p~ AN A,P?ROVED
CA~E -# fL-o 2....00 3 -1 W (, fa
C~,SE TYPE L \ ~
ORe DATE v 0
CDB DATE '3 ~ Q
SIGNATUR
DATE ~, 0
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INDEX OF SHEETS
W
C1.1 CIVIL SITE DATA ::)
z
W
C1.2 CIVIL SITE SPECIFICATIONS ~
z
C2.1 DEMOLITION SITE PLAN 0
en
-
C3.1 STAKING SITE PLAN 0::: co
0::: 10
<c I"-
C4.1 GRADING AND DRAINAGE :J: ("I)
. ("I)
SITE PLAN c:( l- .
LL. <c
l- e
C5.1 CIVIL SITE DETAILS c:( 0:: 0 -
(II') 0:::
Q, (II') 0
L1.1 LANDSCAPE SITE PLAN W ~ ...J
i ....I eLL.
~,
L 1.2 LANDSCAPE DETAILS AND ....I Z ..
<cffi
SPECIFICATIONS - -
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IR.1 IRRIGATION PLAN -I:
. ~o:::
5>1 0:: ' c<c
_I NW
U: C ("I)...J
~ (.)
llilS DRAWING IS Atl INSTRUMENT Of SERVICE AND SHALL REMAIN lliE PROPERlY Of lliE
ENGINEER. AND ShtJ.l NOT BE REPRODUCED, PUBlISHED OR USED IN AN'( WAY WJTHOUT
lliE CONSENT Of I tiE ENGINEER. <C>COPYRIGHT 2003 NOT P~SHED
I
,
I
I
C1.1
~d G<(~
, ARTHURR. PATAK. P.E.. #44894
COPIES Of THESE PLANS ARE NOT VAUD UNLESS
I:.MBOSSEO WITH THE SIGNING ENGINEER'S SEAl
S.W.F.W.M.D. I 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 QUANTllY
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
40D-4 & 40D-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 FACILllY
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
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILllY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL, GREASE, CHEMICALS, ETC.
THE POND UNDERDRAIN 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 FACILllY.
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
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINllY 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, 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
ANY PERMANENT SUBDRAIN 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 UNIFORMllY
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 D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEtER flERFORATIONS
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
1. PRIOR TO ANY 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.
CLEARING AND GRUBBING NOTES ICON'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 UTI LIlY 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 FACIUTlES. 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 VICINllY 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. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 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-ll0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-lll. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04.
5. ALL PVC WATER MAINS 4- THROUGH 12- SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 15FO 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 D2241-89.
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 REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTI LIlY AND FIRE MARSHALL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGArIDN SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONH!TS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, /ND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED ANiJ ,";CEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCL: ,11TH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENC!N~ER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING I ESTS.
2. NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING 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 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. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTIM SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOUD 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
-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 GRAVllY MAINS OR SANITARY SEWER FORCEMAlNS 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 GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATlON TEST ON ALL GRAVllY 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
RESPONSIBILllY.
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 RESPONSIBILllY.
W A TERISEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVllY 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:
W A TERISEWER CLEARANCE REQUIREMENTS ICON'T)
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 INSTALLED 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 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
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 10FT, 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 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-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 MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRllY AND PROTECTION OF THE LINES 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, 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
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS 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 CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12- AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC 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 THE POND,
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
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 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 mOT 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 mOT -ROADWAY AND
TRAFFIC DESIGN STANDARDS.-
6. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 1-1/2- ASPHALT,
lYPE S-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, lYPE S-l
ON 8- L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSllY,
ON 10-1/2- SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSllY PER MSHTO T -180.
WORK IN FDOT RIGHTS-OF-WAY
1. DRIVEWAY TO BE CONSTRUCTED TO mOT INDEX #515.
2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT IND# 1 04 &
105.
3. GUARDRAILS SHALL CONFORM TO FOOT IND#400.
4. ALL STRIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPLASTIC AND MEET
ACCORDING TO THE mOT SPECIFICATION SECTION 711.
5. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF mOT
SPECIFICATIONS SECTION 706.
6. ALL SIGNS WITHIN FOOT RIGHT -OF-WAY SHALL MEET THE REQUIREMENTS OF mOT
SPECIFICATIONS SECTION 700.
7. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FOOT
STANDARD INDEX NO. 17352.
8. STRIPING WITHIN FOOT RIGHT -OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
mOT STANDARD INDEX NO. 17346.
9. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
mOT STANDARD INDEX NO. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH
mOT STANDARD INDEX NO. 17302,
10. SIGNING AND STRIPING WITHIN mOT RIGHT -OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (2000), (aka: STANDARD SPECS).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTI LIlY OPERATIONS
FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 2000),
(aka: STANDARD INDEX). COMPLIANCE WITH ALL APPLICABLE INDICES IS
REQUIRED.
C.) FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM
STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND
HIGHWAYS (2000), (aka: GREEN BOOK).
12. TRAFFIC CONTROL & SIDEWALK CLOSURE ARE TO BE PER mOT INDICES #600 AND
#623.
13. APPLICANT MUST NOTIFY THE FLORIDA DEPT. OF TRANSPORTATION PINELLAS COUNlY
MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK.
CALL (727) 570-5101.
14. BEFORE CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE FLORIDA
DEPT. OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR
THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE
POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF F AC. RULE CHPT.
14-96.007(5)(C)6.
CONTRACTOR'S RESPONSIBIUTY 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 RESPONS;IBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALllY 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 RESPONSIBILllY TO PROTECT THE EXISTING BUIILDING(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 UTlUTIES 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.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND ANY ADDITIONAl INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBIUTY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT UMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS UNES
RECLAIMED WATER SUPPLY
T,V. CABLES
TELEPHONE CABLES
SECURllY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILllY 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 RESPONSIBILllY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES, ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILllY 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.
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 & BOnOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE lWO 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
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.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINllY 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 RESPONSIBILllY 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 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 SHALL BE COMPACTED TO 100% MAXIMUM DENSllY 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 PROPERlY AFFECTED BY THE WORK SHALL BE RESTORED
ro 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 WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN 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
~EGULATORY AGENCY AND ENGINEER OF RECORD.
15. IHE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
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 ADDED
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.
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 DEPARTMENT 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 UNES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTIUTIES. ANY UTIUlY WORK PERFORMED WITHIN S' OF THE
BLDG. SHALL BE THE RESPONSIBILllY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
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 PLANS 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 WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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I Drawn By: B.J.V. I
Checked By: H.G.
Issue Date: 10/11/03
Revisions:
No. Date Descri tion
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll RElAAlN lHE PROPERTY Of' THE
ENGINEER. AND SHAlL NOT BE REPROOUCED, PUBUSHED OR USED IN >>lY WAY wrrflOUT
THE CONSENT or THE ENGINEER. <!;)COPYRIGHT 2004 NOT PUB4$HED
aL G?~~
Arthur R. Pat~ P.E~ # 44894
COPIES or THESE PlANS ARE NOT VAUO UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL.
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LEGEND
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.
REMOVE:
['" . :.;. '.,;~'" . . ,~ J
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~.~ .~ ';..:.~ .-~.~...._.
CONCRETE
~",,//[]
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, ,
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OJ REMOVE DIRT PARKING AREA,
m REMOVE SHELL D/W AND COV. CONCRETE.
m REMOVE EXISTING STRUCTURE, FOOTING
AND OVERHANG.
m REMOVE EXISTING STEPS AND BRICK.
@] REMOVE/RELOCATE TREE.
[II REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
m REMOVE/RELOCATE A/C UNITS.
m REMOVE/RELOCATE EX. HC PARKING SPACE, HC SIGN AND WHEEL STOP.
II]
~
11
REMOVE/RELOCATE EX. LIGHT POLE AND ASSOCIATED O.H.W.
COORDINATE WITH FLORIDA POWER.
REMOVE/RELOCATE EX. SIGN
ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12- LIFTS TO
95% OF MAX DENSITY.
12 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELtAS COUNTY.
~ES Comm.: 0351
prawn By: B.J.V.
Checked By: H.G.
tmE;,
1. EXISTING ABOVEGROUND UTI LIlY FACILITIES
IN THE PUBLIC RIGHT -OF -WAY BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THE PROPERlY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT I
INVOLVE A SUBDIVISION, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBUTION LINES .:
SHALL BE UNDERGROUND UNLESS SUCH \
UNDERGROUNDING IS NOT PRACTICABLE =
10/11/03
Issue Date:
Revisions:
No. ' Date
Descri tion
/----[3U~Cfl MI\f~I<
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REMOVE 1.5' SKIMMER &:
I REPlACE W /t - 2" SKIMMER
T<Jl ~ SKlllt.tER illV. = 38.80
I BOTTOt.t ~ SKIMMER lliV. =38.13
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INLET DETAIL
N.T.S.
2-1/2'x2-1/2'xl/2'
ANGLE ~ r~X3/8"
~ ~ STUD
GRATE FRANE W/STUD. STEEL
FRANE W/2 HlCHOR STUDS
PER SIDE - EQUAl CENTERS.
GALV~IZE ArnR fABRICATION
T.O.B. 0 38.92
NOTE:
SOD BOTTOM AND SIDES OF
RETENTION AREA W/ SAND GROWN
BAHIA GRASS,
18"
D.H. W.L. 038.8
~
"<t
I
N
ANCHOR
STANDARD DETAIL
NOTE:
ALUMINUM BARS 0 6" O.C.
TOP VIEW
CAST IRON RETICUUNE
GRATE, TRAFfiC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC. WALL
4000 PSI 0
28 DAYS
14 ; 012" O.C.E.W.
NOTE:
1. CUT PIPE FLUSH
w/INSOE FACE OF
WAlL
2. MORTAR BOTIOM TO
MATCH INVERT OF
OUTFALl. PIPE.
TOP ELEV. 38.92
4: 1 SIDE SLOPE
BOTTOM
ELEV. 37.3
NOTE:
SAND BASED SOD
SIDES &: BOTTOM
N.T.S.
RETENTION BASIN DETAIL
1-1/2" TYPE S-3
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
. -1111=111\= II' \\\[]\\\=\\\ - 6" UMEROCK BASE
\111= = - - ~ F.D.O.T, CERTIFIED
COMPACTED TO
98'"' MAX. DENSITY
SUBBASE
STABILIZED
40 LB,R.
COMPACTED TO
98'"' MAX. DENSITY
IN R.O.W. & DRIVEWAY SECTION
N.T,S.
SIDEDRAIN FILTER MEDIA REQUIREMENTS:
A.) WASHED MATERIAL MEETING FOOT ROAD lie BRIDGE
SPECIfiCATIONS FOR SIUCA SAND AND QUARTZ
GRAVELS OR MIXlURES THEREOF ( LESS THAN
1 PERCENT SILT, CLAY AND ORGA"'IC MATTER
UNLESS fiLTER CLOTH IS USED WHIa-t IS SUITABLE
TO RETAIN THE SILT. CLAY AND ORGANIC MATTER
WITHIN THE fiLTER; CALCIUM CARBONATE
AGGREGATE IS NOT AN ACCEPTABLE SUBSTIlUTE.
B.) UNIFORM COEmCIENT 1.5 OR GREATER
C.) EFfECTIVE GRAIN SIZE OF 0.20 TO 0.55
MIWMETERS IN DIAMETER.
10x10 W.W.M.
SIDE VIEW
CONsmUCT 14 LF-S" PVC SIDEDRAIN INSIDE
157 COARSE AGGREGATE WRAPPED
W/AAMOVO 45/45 fiLTER FABRIC.
MITERED END SECTION DETAIL
N.T.S.
SEE PlAN
P/l
PlACE SOO 1/2'
BELOW PAVEMENT
FIN, GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4: 1 IAAX)
MEET EX,
" ' , "v""" ""~ COMPAClID GROUND
SIDEDRAIN DETAIL
NTS
SEE PlAN
P/l
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.S.
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
UOUTY WITHIN 5' OF BlDG.
BY PlUMIIlNG CONTRACTOR.
F1NAL CONNECTlON BY PlUMBING
CONTRACTOR UNLESS OTHERWISE
COOROfNATm BY THE G.C.
ROOF DRAIN
FIN. GROUND
L1MEROCK BASE
F.D,O.T. CERTIfiED
COMPACTED TO
98'"' MAX. DENSITY
f UTlUlY (i,e. SANITARY
SEWER, WATER SERVICE,
fiRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' fROM BLDG.
....
SUBBASE
COMPACTED TO
98'"' MAX. DENSITY
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
HANDICAP PARKING
N.T.S.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
BLUE
BACKGROUND
1-1/2"R
I
IX)
PARKING BY
DISABLED
PERMIT
ONLY
WHITE
BACKGROUND
1" SERIES "C"
LETTERS
1/2" BLACK
BORDER
1.5"
1"
1"
1"
1.5"
3" 6"
WHITE I
BACKGROUND co
$255 FIN
F.S. 318.1
FTP - 55
PROP. RETENTION AREA
SOD BOTTOM 037.30
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
S.H.W.T. C 36.90
6' MAX.
EXIST.
GROUND
NO. 57 ROCK WRAPPED
W/AAMOVO 45/45 fiLTER
FABRIC. NO UMESTONE
ALLOWED,
t
15"
to
18"
V"', ,
v
, '
(
111:::111I
PRINCIPAL POST
POSITION, CANTED
20" TOWARD FLOW
FILTER FABRIC
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMNN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
SILT BARRIER DETAIL
N.T.S.
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
&: BASE
NEW BLDG.
NEW SURFACE
; ,
EXIST. BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.S.
PLACE SOD 1/2"
BELOW PAVEMENT
FIN, GRADE PRIOR
TO SODDING
LOOSE SOIL
AND SEED
TURF BLOCK
SILICA SAND
NOTE:
REMOVE SOIL WHERE TURF BLOCK IS TO BE INSTALLED.
WET & COMPACT AREAS WITH A TAMPER OR VIBRATOR.
SPREAD 2" CLEAN SILICA SAND AND SCREEN AS REQUIRED.
SET BLOCK AND SEAT WITH TAMPER, FILL OPENINGS WITH
SOIL AND SEED.
SECTION
-"'
COMPACTED SOIL
TURF BLOCK DETAIL
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
NEW BLDG.
NOTES:
1. PRO\I1OE 5'xS'x4'
THICK CONe. SlAB
o AlL EMERGENCY EXITS,
2, CONfORM TO ABOVE
DETAIL FOR ~NG
WALKS AT THE BlDGS,
GROUND PREP ARA TION
AT ALL BUILDINGS
N.T.S,
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
BASE
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
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB /WALK DETAIL
N,T.S.
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
NEW SURFACE
(SEE NOlES 1 &: 2)
EXIST. SURFACE
2'
f;f lREHcH ,,'
, Bt.CKF1LL
(SEE NOlf.: 4)
vy.-O ~.
VARIES I
1111-,.
COMPAClID nu.1111 IlU "> "i
OR UNDlST\JRBED ,. ~ ;:";
SOIL ' " "
~~ :..:,;, IfTII~J-'-
lIT';' : __II I
~IIII
l'
EXIST. SURFACE
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANiCAlLY
SAWED AND ALL SURFACES TACK COATED,
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3.
3, BASE MATERiAl SHALL BE PLACED IN 6" (,0MPACTED LAYERS
TO 98'"' OF MAXIMUM DENSITY AS DETERM:,\jED BY AASHTO
T -180 LAB REPORTS ARE REQUIRED.
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 1 DO,", OF MAXIMUM DENSITY AS DETERMINED BY
AASHTO T -99, lAB REPOR1S ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
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
MEDIUM BROOM
~ FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LE\'El 2' LE\'El
SHDUUJER VARIES (SEE PLAN) SHOULDER
I :0 =~~,E~/41"4~E~, ~O,~T,~~t S:D I
11I1_11I1_1I11~11I~ 1111==1111-111_111
~ COMPACTED FILL OR
UNDISTURSt:D SOIL
WHEN SIDEWALK IS
TO BE REMOVED lie/OR
NEW SIDEWALl< IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
lie 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O,C.
FOR 5' OR GREATER.
CONCRETE WALK DETAIL
N.T,S.
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
SIGN SPECIFICATIONS
1. 18"x12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
1" HIGH SERIES "c"
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
P_1I'f
IlISHlI.ED
-
CH.Y
12M FINE
r.s. 318.1
GALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRILLED
ON 1" CENTERS
;.....
FINISHED
GROUND~
~~' ,I
1 "DROP 3000 PSI CONC.
I I
"It
N
I
co
12"
SIGN POST DETAIL
N.T.S.
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILLITY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS SYMBOL SHALL BE 5 FT.
ADOPTED BY THE HIGH & WHITE PAINT COLOR
DEPARTMENT OF
TRANSPORTATION
AND A.D.A. HANDICAPPED PAVEMENT SYMBOL
STRIPING DETAIL N.T.S.
HANDICAP PARKING SIGN DETAIL
N.T.S.
CURB
CURB
FLU SH
RAMP
CURB
DETAIL
N.T.S.
HANDICAP RAMP DETAIL
N.T.S.
,
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I NES Comm.: 0351 I
Drawn By: B.J.V.
I Checked By: H.G. I
Issue Date: 10/11/03
Revisions:
No. Date Descri tion
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THE CONSENT Of r.'[ ENGINEER. (C)COPYRIGHT 2004 NOT PUBUSHEO
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QTY CODE COMMON NAME BOTANICAL NAME SIZE & SPACING
6 DH DAHOON HOLLY ILEX CASSINE 10' HIGH, 2-1/2" CAL.
45 IH INDIAN HAWTHORNE RHAPHIOLAPIS INDICA 12"x12" , 2' O.C., 3 GAL.
1 LO LIVE OAK QUERCUS VIRGINIANA 10' HIGH, 2-1/2" CAL.
810 MJ MINIMA JASMINE TRACHELOSPERMUM ASIATICUM 24" O.C., 1 GAL., MASS PLANTING
87 PD PODOCARPUS PODOCARPUS MACROPHYLLUS 24" O.C., 3 GAL., 24" O.C.
142 VS SANDAKWA VIBURNUM ~BURNUM SUSPENSUM 18"x18", 3 GAL., 30"O.C.
28 WA WHITE DWF. AZALtA RHODODENDRUN 18"x18", 3 GAL., 24"O.C.
TBD SOD FLORITAM GRASS FLORITAM
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I Drawn By: B.J.V. I
I Checked By: H.G. I
Issue Date:
Revisions:
No. Date
10/11/03
Descri tion
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THIS DRAWING IS AN INSTRUMENT OF SERV:Cf: mD SfWL Rf.~N iHE PROPfRTY OF THE
ENGINEER, AND SHAll. NOT BE REPRODUCED, ~UBUS(-Irn OR lJS8) IN.mY WAY WITHOUT
THE CONSENT OF THE ENGINEER, " (QCOPYRIGHT~2.qo30, NOT PUBUSHED
I!J ~k~'.Ff:~~J 200~
CHONG M. JAYNfS'd.E. f 459lt3 ' "
COPIES OF THESE pwls, ARE' Nor VAUD UJ'lLESS-
EMBOSSED WITH THE SIGNING ENQt:Cfir~: sw.
L 1.1
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HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
a. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED.
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN, THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE-
MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA,
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGA TION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
3, HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
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IRRIGA TION NOTES (CONTINUED)
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/
ENGINEER.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
XERISCAPING
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFfER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
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,3" Soil Saucer
'LII ii, " , ' " '
1111W'1I1 III~ I"
, , , I , , ".. ,~., Remove Container
IlL 11/::..11' From Rootball
I II 111 . IIII1 '
I Min. 6" M' , , . Planting Soil Mixture
_.. I In. I II.
:111. ' III
I- :111-:lII:-:-' 11:'111:1 II, 111111 Existing Soil
.llk:.III.] 11,..11 kJ 11.,:;/1 LJ I r~j
SHRUB PLANTING DETAIL
N.T.S.
CONCRETE CURBING
CROWN SPREAD
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ASPHALT PAVEMENT ,
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
For Cobbage Palm Instollation:
Trim All Fronds at Time
of Digging and Planting
For Washington Palm Installation:
Leave inside row of fronds
Tie up with biodegradable twine
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For Cabbage Palms:
All Trunks to be Smooth and
All Bum Marks Brushed Away
For Washington Palms:
Leave 011 boots on trunk
2 Layers Burlap Pod at
Support Contact - No
Nails in tree Wood
Wire Tie
2- x 4- Broce (Yellow Pine)
Space Three at 120" Typical
Remove after one growing season.
2- x 4' Stoke (Yellow Pine)
Three Feet Long
Remove after one growing season.
Saucer Rim
Finish Grode
~ I
1,.., , 1m j II 3- Minimum Mulch
J I/: ,i1 1 '.J 11::,:i Rootball, 16- Minimum
,.- I'I~II 1:=:111 Radius From Trunk
, 11:,01 II:~:::I . . Washed-In and Tamped
'11 C:I , I ,:111 Planting Soil Mixture
'~:'II "~~"III " , , , .', II..:, Ex.sfn So.,
.. ,-,~. Ilg 1
. 1-- 'III'" 11""111'
:, :::- , , , , ,- , ,.. I I... '/ .': , :
IIJ,~JJ I~;~I.LI';;':;'-' I ;;:IIEjU~;:IU",
PALM STAKING & PLANTING DETAIL
N.T.S.
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shope.
.3/4- - 2 Ply Reinforced
Rubber or Plastic Hose
White SlIrveyor's Togging
Tope, 6 Length
.3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree ond
Set At A 4S'Angle With .3- /I 68
Duckbill Anchors Or Equal
Mound To Forrr, Saucer
.3- Minim.Jm ~ulch Loyer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
TREE STAKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
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Provide 0 mii'li'num S'xl0'
unobstructed p,anting area
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shope.
.3/4- - 2 Ply Reinforced
Rubber or Plastic Hose
White SI/rveyor's Togging
Tope, 6 Length
.3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree on~
Set At A 4S'Angle With .3- fI 68
Duckbill Anchors Or Equal
Remove after one growing seoson.
Mound To Form Saucer
.3- Minimum Mulch Loyer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
TREE STAKING & PLANTING DETAIL
N.T.S.
tr [R1 ~ ~ [83 ffi.\ [R1 [R1 ~ ~ ffi.\ [Q) ~ [Q) ~ tr ffi.\ ~ [L ~
6' - 0'
r 1 - X 4- Horizontal Wood
Members or
Approved Substitute
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Barriers Placed at Protective Radius
2/3rd's drlpllne for hardwaods 16'mln)
full drlpllne for pines 16'mln)
.
TREE BARRICADE DETAIL
N.T.S.
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HARDWOODS
A 3'x2"x2"
B 12"
C 4'-5'
D 1 "x2"
C I
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Full Dripline
RSBON BARRER
PROTECTIVE BARRIER DET AIL
N.T.S,
PINES
Full Dripline
WOOD FENCE
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Checked By: H.G.
Issue Date:
Revisions:
No. Date
10/11/03
Descri tion
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ENGINEER, AND SHAlL NOT BE REPRODUCED, PUBUSHED OR USED IN Mf'( WAY WITliOUT
THE CONSENT or alE ENGINEER. <!;)COPYRIGHT 2004 NOT PUBUSHED
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RECONFIGURE EXISTING SYSTEM
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TIE IN THE 2 ROTORS INTO AN EXISTING ZONE.
LOW VOLUME DRIP IRRlGA TlON NET AFIM 100% COVERAGE
2 - HUNTER SRS MODEL 10 A 90
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/ /
IRRIGATION PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544-0445
FAX17271541-5027
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LEGEND
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:0 - LIGHT POLE
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@ - SANITARY SEM:R MH
r8I - WA ITR METER
. - GRA IT INLET
EJ - SIGN POST
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REV I S
REVISION MADE
REVISED LEGAL DESCRIPTION
o
N S
JOB NUMBER
N/A
DATE
9-29-2003
S.,
DRA'MNG FlLE
030260.DWG
RNG.
PINELLAS COUNTY, FLORIDA
15 E.,
LEGAL DESCRIPTION
LOTS 1, 2, 3, 4 AND 5, BLOCK 24, TOGETI/ER 'MTH THE EASTERLY 9 FEET or TIlE vAeA lED 18
FOOT AUIY ABUTIlNG TIlE M:ST PROPERTY LINE or SAID BLOCK 24, MAP OF BEUIA'R,
ACCORDING TO THE MAP OR PLAT THEREor AS RECORDED IN PLAT BOOK 1, PAGE 105, or THE
PUBLIC RECORDS or HILlSBOROUG, i COUNTY, flORIDA, OF 'MilCH PINELLAS COUNTY WAS
FORMERLY A PART.
ARM ZONE
TIlE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE Yt1TH THE FIRM
MAP or TIlE aTY OF CLEARWATER, PINELLAS COUNTY, Cot.lMUNITY PANEL NO, 125096-0015-:-D,
MAP REVISED AUGUST 19, 1991. !
!
PREP AAED FOR
ENTA INVESTMENT, LLC; OLD REPUBLIC NATIONAL TITlE INSURANCE COt.tP AN Y; RICHARDS,
GILKEY, FlTE, SlAUGHTER, PRA ITSl & WARD, PA
SURVEY A88REVlA TlONS
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... ABBRE\1ATIONS t.lAY ALSO BE CONCATENATED AS REQUIRED.
... OlHER C~MooLY RECOGNIZED ~D/OR ACCEPTED ABBRE'AATIooS ARE ALSO UnUZED BUT NOT SPEOrJEf) HEREoo.
GENERAL NOTES
1. UIlLfSS OlHERWlSE STAlED, lHE PROPERTY OCSCRIPTIoo SHOVltl HEREON WAS PRO'v1OCD BY lHE aJENT, 00 CUENfS
DESIGN A TED ACINT.
2. UNOERGIlOOND IUPROY{MENTS, INQUOING BUT NOT UIolITED TO BUILDING rOONDATIONS, HAY{ NOT BEEN LOCATED
EXCEPT AS SHOVltl HEREON.
.3. INACCESSlBII ABOY{ GIlOOND II.IPROY{MENTS (LG, BUILDING OY{RH~GS. lHOS[ W1lHlN SEaJRED }J{EAS, ETC.), HAY{
NOT BEEN LOCATED EXCEPT AS SHO~ HEREoo,
4. UNLESS OTHERYl1SE STATED, THIS ~Ry{Y WAS PREPARED Yl11HOOT THE BENEnT (J' A mu SURCH ANa IolAY BE
~B'{CT TO AOOlTlONAl EASOlENTS, R1GH-(J'-WAYS, 00 OTHrn IolATlERS (J' RECOOO.
5. lHERE AAE NO 'ASlBlI ENCROACHNENTS, EXCEPT ~ SHO'M-l ~REON.
6. BECAUSE (J' THE P0SSl8lUTY (J' "'OY{MENT (J' lHE UOOUI.IENTATIoo Fll~ ITS ORIGINAl PlAlDIENT BY PERSOOS
OTHER lHAN TIlE ~R'v{yOO, IT IS RECOt./U[N[)[() lHAT PRIOR TO ANY NEW IUPRO'tUolENTS ON 1}( PROPERTY ;
THE POSITIoo (J' THE lolooUUEHTAnoo BE \{RffD,
7. UNAUlHORIZED C(J'(S AND/OR REPROOUCTIoos 'AA ~Y 1AE00UU (J' lHlS OOOJI.lENT 00 ANY poonoos JIERE(J'
ARE EXPRESSl Y PR~"81TID Yl1THOOT lHE SIGNING SURy{YOO'S WRITTEN COOSENT.
8. BASIS (J' BEAAINGS IS ASSUMED.
9. ALL BUILDING 1(S, PROPERTY "'AAKER LOCA lIONS nlO OlHER SITE II.4PROY{UENT LOCA TIooS SHO~ HEREoo ARE
MEASURED PERPENOtCULAR TO ADJACENT BOONDAAY UNES, UNLESS 01HERYl1SE STATED.
10. flOOD ZOOE DESlGNAnoo 00/00 FlOOO ZooE UNES (IF ANY) SHOVltl HEREoo HAY{ BEEN SCALED FllOlol THE
RErERENCED lolAI' AND ARE APPROXIMATE. lHE TRUE flOOD ZooE UNES lIUST BE DETERIoIINED BY AN ENGINEER,
11. THIS SURY{Y DOCS NOT OCTERMINE 00 'UPL Y OVltlERS.IIP.
12. lHERE t.lAY BE ADOfTIooAL RESffiICTIooS, EAS[),lENTS 00 OlHER IolAffiRS (J' RECOOD lHAT AAE NOT SHO~ i
HEREON lHAT IolAY BE rOUND IN THE PUBUC RECOODS (J' THIS COONTY,
,<"
"'rAY
, ''"'
..,
--r~ 11'\101 ftr:::~;l
FH< . 1 ".,,, ~i
PL.A&,iNIN & 0, , ELOPM:-'~T """C~ I
CITY OF Cl F. AR'/IMl FR
BOUNDARY and TOPOGRAPHIC SURVEY
CfRnrJCAnON: I HEREBY lIRTlfY TO THE BEST l1' IolY KNOYlliOGE AND BElJ[f
lHA T THE SUR'vfY SIlOYltl HEREON S1JBST~TIAlL Y I.IUTS THE IoI1NfllUlol TElmCAl
STANllAROS roo LANO SlJRy{Y1NG DESCRIBED IN THE STATE (J' nOOIOA RUlE 61G17,
LA.C, ruRIDt.lOOE. ms lIRmCATION SHAlL NOT EXTOO TO ANY OTHER PERSONS
00 PARTIES OTHER lHAN lHOS( NAIoIED ON lHlS SUR'vfY AND SHAlL NOT BE
VAUJ AND BINDING AGAINST THE UNOERSlGNED SIJR'vfYOO 'MTHOOT THE ORIGINAl
R:~~~~~~._
GE GE A. SHIMP n, OOIOA REGISTERED lAND ~Ry{YOR No. 2512
GEORGE A, SHIMP III, PROFISSlOOAl ~RV'[YOR &: UAPPER No. 6137
JOB NUMBER: 030260
DRAWING FILE: 030260,D~
LAST REVISION: 9- 29- 2003 X FERENCE: N A
GEORGE A. SHIMP II
AND ASSOCIATES, INCORPORATED
LAND SURVfYOR$ LAND PLANNfRS
JJtJf DeStJJ'(J BtJlIll'YAHD, SlIlil' j)
PAlV HAHBtJll,l'ltJHlDJ SlGBJ
LB 1834 PHONl' (727) 781-519G /'AX (727) 7BG-f2.fG