FLD2005-01007
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FLD2005-01007
, 16 KENDALL ST
Date Received: 01/31/2005
AMBIANCE ON WHITE SANDS
ZONING DISTRICT: T
LAND USE: RFH
ATLAS PAGE: 258A
PLANNER OF RECORD: NOT ENTERED
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CITY OF CLEARWATER
LoNG RANGE PlANNING
DEVELOPMENT REviEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
Apnl 25, 2005
Mr Housh Ghovaee
Northslde Engmeenng ServIces Inc
601 Cleveland Street, SUite # 930
Clearwater, Flonda 33755
RE Development Order - Case FLD2005-01007
15 - 27 Avalon Street and 16 Kendall Street
Dear Mr Ghovaee
ThIS letter constItutes a Development Order pursuant to SectIon 4-206 D 6 of the Commumty
Development Code On Apnl 19,2005, the Commumty Development Board reVIewed your request for
(1) TermmatIon of Status of NonconformIty for densIty (15 overnIght accommodatIon umts, to be
converted to 11 dwelling umts, plus eIght eXlstmg dwelling umts), under the prOVISIOns of SectIOn 6-109,
(2) FleXIble Development applicatIOn to permIt a total of 15 attached dwellmgs m the MedIUm HIgh
DensIty ResIdentIal (MHDR) DIStnct and Tounst (T) DIStrIct WIth a reductIOn m the T DIStnct from
10,000 square feet to 4,350 square feet, a reductIOn to lot WIdth m the T DIStnct from 100 feet to 50 feet,
reductIOns to the front (north along Avalon Street - MHDR DIStnct) setback from 25 feet to 10 feet (to
bUlldmg) and from 25 feet to zero feet (to trash stagmg area), a reductIOn to the front (south along
Kendall Street - T DIStnct) from 15 feet to 10 feet (to bUlldmg), a reductIOn to the SIde (west - MHDR
DIStrIct) from 10 feet to seven feet (to bUlldmg), a reductIon to the SIde (west - T DIStrIct) from 10 feet to
three feet (to bUlldmg and pavement), a reductIon to the rear (south - MHDR DIStrIct) from 15 feet to 10
feet (to bUlldmg), an mcrease to bUlldmg heIght m the MHDR DIStrIct from 30 feet and m the T DIStrIct
from 35 feet to 5267 feet (to roof deck) WIth penmeter parapets of 3 67 feet (from roof deck), as a
Residential Infill Project m the MHDR DIStrIct and as a ComprehenSIve Infill Redevelopment Project m
the T DIStrIct, under the provISIons of SectIOns 2-404 F and 2-803 C, and (3) ReductIOn to the SIde (west)
landscape buffer m the MHDR DIStrIct from 10 feet to seven feet (to bUlldmg), as a ComprehenSIve
Landscape Plan, under the prOVlSlons of SectIOn 3-1202 G The Commumty Development Board (CDB)
APPROVED the applicatIons WIth the followmg bases and condItIons
Bases for Approval
1 The proposal complies WIth the FleXIble Development cntena as a ResIdentIal Infill Project per
SectIOn 2-404 F
2 The proposal complies WIth the FleXIble Development cntena as a ComprehenSIVe Infill
Redevelopment Project per SectIon 2-803 C
3 The proposal IS m compliance WIth other standards m the Code mcludmg the General ApplicabIlity
Cntena per SectIon 3-913
BRIAN J AUNGST, MAYOR-COMMISSIONER
HoYf HAMIl lON, VICE MAYOR-COMMI'iSlONER WHITNEY GRAY, COM\HS~IONl R
FRANK HIl3BARD, COMMI~SIONER * BIll JONSON, COM\Il~~IONFR
"EQUAl EMPLOYMFNT AND AFIIRMA11VL ACTION EMPIOYFR"
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Apn125,2005
Ghovaee - Page Two
4 The development IS compatIble wIth the surroundmg area and wIll enhance other redevelopment
efforts
5 The proposal IS m comphance wIth the Old Flonda DIStrIct of Beach by DeSign
CondItIOns of Approval
1 That the final deSIgn and color of the bUlldmg be conSIstent WIth the conceptual elevations submItted
to, or as modIfied by, the CDB,
2 That, whIle the proposal totals 19 dwellmg umts through the TermmatIon of Status of NonconformIty
and only 15 dwellmg umts are proposed, the four remammg dwelhng umts cannot be constructed on-
SIte and cannot be transferred off-sIte m the future,
3 That a Umty of TItle be recorded m the pubhc records pnor to the Issuance of any permIts,
4 That, pnor to the Issuance of any permIts, the stormwater treatment vault be enlarged and be
deSIgned to satisfy all City deSIgn and construction reqUlrements,
5 That, pnor to the Issuance of any permIts, addItional plantmg matenals be mcorporated to the
landscape deSIgn of thIS SIte, espeCially the west SIde, of an appropnate matenal and SIze, mcludmg
the relationshIp to wmdows and balcomes, acceptable to the Planmng Department The mImmum
SIze of palms (except pIgmy date palms) must be 10 feet of clear trunk,
6 That future sIgnage meet the reqUlrements of the Code and any future freestandmg SIgn be a
monument-style SIgn a maXImum four feet m heIght, deSIgned to match the extenor matenals and
color of the bUlldmg,
7 That any future storage umts on the ground floor be used for storage only, m comphance WIth all
Federal Emergency Management AdmmIstratIOn (FEMA) rules and gUldehnes Should such storage
umts be proposed and approved by Staff as a Mmor ReVISIon to thIS approval, eVIdence of thIS
restrIctIOn of use, embodIed m condommlUm documents, homeowner's documents, deed restrIctIOns
or hke forms, shall be submItted to the BUlldmg OffiCial pnor to the Issuance of the first CertIficate
of Occupancy,
8 That all proposed utIhtIes (from the nght-of-way to the proposed bUlldmg) be placed underground
CondUlts for the future undergroundmg of eXIstmg utIhtIes wIthm the abuttmg nght-of-way shall be
mstalled along the entire SIte's street frontages pnor to the Issuance of a CertIficate of Occupancy
The apphcant's representative shall coordmate the SIze and number of condUlts WIth all affected
utIhty prOVIders (electrIC, phone, cable, etc ), WIth the exact locatIOn, SIze and number of condUlts to
be approved by the apphcant's engmeer and the CIty'S Engmeenng Department pnor to the
commencement of work,
9 That a condommlUm plat be recorded pnor to the Issuance of the first CertIficate of Occupancy,
10 That all Parks and Recreation fees be paId pnor to the Issuance of any permIts, and
11 That all FIre Department reqUlrements be met pnor to the Issuance of any permIts
Pursuant to SectIOn 4-407, an apphcatIOn for a bUlldmg permIt shall be made wIthm one year of FlexIble
Development approval (Apnl 19, 2006) All reqUlred certIficates of occupancy shall be obtamed wIthm
one year of the date of Issuance of the bUlldmg permIt TIme frames do not change WIth succeSSIve
owners The Commumty Development Coordmator may grant an extenSIOn of time for a penod not to
exceed one year and only wIthm the ongmal penod of vahdIty The Commumty Development Board may
approve one addItional extenSIOn of time after the commumty development coordmator's extenSIOn to
ImtIate a bUlldmg permIt apphcatIOn
The Issuance of thIS Development Order does not reheve you of the neceSSIty to obtam any bUlldmg
permIts or pay any Impact fees that may be reqUlred In order to facIhtate the Issuance of any permIt or
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Apn125,2005
Ghovaee - Page Three
lIcense affected by thIS approval, please bnng a copy of thIS letter wIth you when applymg for any
permIts or lIcenses that reqUIre thIS pnor development approval
AddItIonally, an appeal of a Level Two approval (FleXIble Development) may be mItIated pursuant to
SectIOn 4-502 B by the applIcant or by any person granted party status wIthm 14 days of the date of the
CDB meetmg The filIng of an applIcatIon/notIce of appeal shall stay the effect of the declSlon pendmg
the final determmatIOn of the case The appeal penod for your case expIres on May 3, 2005 (14 days
from the date of the CDB meetmg)
If you have any questIOns, please do not heSItate to call Wayne M Wells, Planner ill, at 727-562-4504
You can access zonmg mformatIOn for parcels wIthm the CIty through our websIte
www myclearwater comlgov/depts/planmng *Make Us Your Favonte'
Smcerely,
S IPlannlng DepartmentlC D BIFLEX (FLD)\Inactlve or FInished AppllcatlOnslAvalon 15 Ambwnce on White Sands #2 - (MHDR + 1) -
ApprovedlAvalon 15 Development Order doc
LEGAL DESCRIPTION:
SECTION 5 , TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA.
Lots 5, 6, 7, 8, & 14, Block 7, Revised Map of
CLEARWATER BEACH as recorded in Plat
Book 11, page 5 public records of Pinellas
County, Florida,
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FLOOD ZONE INFORMATION:
SITE DATA
EXISTING (E) PROPOSED (P) REQUIRED
MHDR c!lc T MHDR c!lc T MHDR c!lc T
ZONING:
RH c!lcRFH RH c!lc RFH RH c!lc RFH
LAND USE:
15 OVERNIGHT ACCOMM. ATTACHED DWELLINGS ATTACHED
USAGE: AND 8 DWELLING UNIT 15 UNITS * DWELLINGS
21,729 S.F, 21,729 S,F, MHDR - 15,000 S,F.
LOT AREA: 0.4988 AC. 0.4988 AC. T - 10,000 S.F.
DENSITY: --- 15 UNITS 30 UNITS PER ACRE
( 15 UNITS MAX.)
BUILDING COVERAGE: 8,210 S.F. 15,225 S.F. N/A
(S.F. c!lc % OF GROSS SITE) 37.7%
GROSS FLOOR AREA (S.F.): 8,210 S.F, 51,450 S.F. N/A
F.A.R,: 0,377
~HDR(AVALON)-O' TO STAGiNG AREA MHDR - 25'
FRONT: 3,5' 10' - TO BlJl~ T - 15'
T (KENDALL) - 10 0 BLDG, MHDR - 10'
BLDG. WEST - 3' TO BLDG.
SETBACKS: SIDE: 2.2' EAST - 10' TO BLDG. T - 10'
MHDR 15'
REAR: 2.1' 10' TO BLDG. T - 20'
-S2'=8" TO TOP OF ROOF S~B MHDR - 30'
FROM VE-13
BLDG. HEIGHT: 1 c!lc 2 STORY 3,0' TOpl~Ip~f E~~1oRATIVE T - 35'
PAVED VEHICULAR USE AREA: 3,873 S.F. 495 S.F. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 15,996 S.F. 15,967 S.F. MHDR - 0,85
(I.S.R.) 0.74 0.73 T - 0,95
OPEN SPACE: 5,733 S.F. 5,763 S.F, N/A
(S.F. c!lc % OF GROSS SITE) 26.4% 27%
PARKING LOT INTERIOR LANDSCAPING: --- --- N/A
(S.F. &: % OF V.U.A.)
PARKING: OPEN 24 23
PARKING CALCULATIONS: 15 UNITS x 1.5 PKG SPACES PER UNIT =23
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE "VE" B.F,L13; "AE" B.F.L 12 PER FLOOD INSURANCE RATE ~AP 121 03CO 1 02G
MAP REVISED: SEPTEMBER 3, 2003
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
SUNCOAST LAND SURVEYING, Inc.
CURTIS N. FRIED, P.L.S. #4537
DATED: 7/14/04
* TERMINATION OF NON CONFORMING: 15xO.75 = 11 +8 DWELLINGS = 19
USE 15 FOR THIS SITE, 4 AVAILABLE
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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, DRAINAGE AND
UTiliTIES SITE PLAN
C5.1 CIVIL SITE DETAILS
C5.2 CIVIL SITE DETAILS
l1.1 lANDSCAPE SITE PLAN
IR1.1 IRRIGATION SITE PLAN
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SITE PLAN APPROVED
CASE #.fi...D'U)~S- OJ 007
C~\SE TYPE -
DRC DATE __ -S 3
CDS DATE
SjGNATURE
DATE .4.1....1..
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAlL REt.WN THE PROPER1Y OF TIiE
ENGINEER AND SHAlL NOT BE REPRODUCru. PUBlLHfD OR USED IN tom WAY WITliOUT
THE CONSENT OF THE ENGINEER. <l;)COPYPIGHT ?OO~'1 'JOT flUBUSI-lED
~ A<< ~ APR g ~ L005
___ __ RAM A. GOEl, Ph,I).. P,E. #47431..___
COPIES OF THESE PLANS ME NOT VALID UNLESS
EMBOSSED WI1H THE SIGNING ENGINEI'.R'S ~tAL
01/05/05
Descri tion
C1.1
S.W.F.W....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 QUANTITY
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTE:NANCE 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 CONDnONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6, ALL SIDE SLOPES OF ~ETENTION 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 PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE: DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERAnONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTA'lCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STOF~MWATER.
3. SWALE AREAS SHALL ElE 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 SH.ALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SH/\LL 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 49 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 CHARACTER I :;TICS 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 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 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 D TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACI~NT 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 BEFOHE
ANY OTHER DISTURBAN8E OF THE SITE BEGINS.
2, PROTECTION OF EXISTIf~G STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS 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 SUBDI~IN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARHANTY 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 STAB L1ZATION 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 THIRTY (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 SHA_L 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) PERCEtlT 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 CR GREATER.
RATE OF 0.125 CM/SE:C. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC, A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT T -lE 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 J:>ERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHAI_L PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN 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 I\N APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED I~l 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 JETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPON:;IBILlTY 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 AW,ILABLE 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 SHAl.L 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'TI
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION,
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE 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.
WATER SYSTE" NOTES
1. PER ARTI8LE 41.03(B)(1) CITY OF CLEARWATER CONTRACT SPECIFICATIONS
AND SiANDARDS, 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 21.51 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A 21.4 (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-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241,
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GAT~ 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 ADEQUATE FLUSHING AND DISINFECTION.
11. PER AI<TICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE ro INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYSTE" TESTING AND INSPECTION REQUIREMENTS
1, ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNh':i'.1N, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTEI) . ...10 ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCOr.J,\ ;CE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
AFTER t. ',^.A~LETlON 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 COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
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 ASTM SPECIFICATION SECTION D2321.
ALL SANITARY 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 THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE 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, CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION,
2, THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD 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 CARRIED OUT BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
W A TERISEWER CLEARANCE REQUIRE..ENTS
VERTICAL CLEARANCE AT CROSSINGS
GRAVITY 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 CLEARAr~CE REQUIREMENTS ICON'TI
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 AI~D 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 WAIER 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 ovm 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 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 PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO 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 TRFArED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS. NO
MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY 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 APP.JRTENANCES 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 RETEIHION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONS I RUCTlON OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREET:) AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROU1ED 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 SMOOTI-i FINISH.
PA VING, GRADING . DRAINAGE TESTING AND INSPECTION REQUIRE..ENTS
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 FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1--1/2" ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO !~8% OF MAXIMUM
DENSITY PER MSHTO T -180.
7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSITY PER MSHTO T -180.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND 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 INDUSTI~Y WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAIL~i.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR 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,
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 CONTRACTOf;'
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 LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS INCLUDING INSULATION
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROU ND MECHANICAL
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 SAFElY 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 RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
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 & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES Of
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM ;19.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCfURES,
Ai~D OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLI-
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
SrRUCTURES 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
LJ nLlTY 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 lfW
START OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND ItjSr>Fr:TEfJ PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH IIH:: PEI~Mlr
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 If EMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLAflON MAY RESULT IN REMOVAL AND
RI::PLACEMENT 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 CONTRAcroR
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
pmFORMED 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 DENSI fY AS
DETERMINED BY MSHTO T -99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF A I I FAST .1,000
P.S.t. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE REST ORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
'~PECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL fO
U, HER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MlILCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
f,'~ASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE
ucEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK.
.J\:~D OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE. BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. ;j :;~ SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
Tn THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
r,'c.QUIRED 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
SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS ANO METHODS FOR
CONSTRUCTION SITE SAFElY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
ARfAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER 10
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 10 flE 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 ADJUSrMENTS,
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 DEPHI,
SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C,F.R., S.1926,650, SUBPART P
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTUR[~~
. :.' SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC.. TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
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 SUBMlllAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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DEMOLITION NOTES
LI!GEND
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
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REMOVE ASPHALT AND BASE, WHICH MAY iNCLUDE CONCRETE.
REMOVE EXISTING STRUCTURE AND FOOTING.
REMOVE EXISTING WALL.
REMOVE TREE.
REMOVE EXIST. PLt\NTER.
REMOVE FENCE Ai'.D GATE AND ASSOCIATED POSTS.
REMOVE STAIRS, WALKWAY, PORCH, WOOD STEPS
AND WOOD DECK.
REMOVE LIGHT POLES, POWER POLES AND ASSOCIATED
O.H.W. COORDINATE WITH PROGRESS ENERGY,
VERIZON AND CABLE.
ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, HPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE -:HALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY.
OFF-SITE DISPOS/\L OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELLAS COUNTY.
CONTRACTOR SHALL COORDINATE WITH PINELLAS COUNTY
HEALTH DEPARTME'''H - ENGINEERING DIVISION BEFORE
DEMOLITION TO RE.MOVE AND DISPOSE PROPERLY ASBESTOS
CONTAINING ;,1ATERIAL (ACM), IF ANY, IN THE BUILDING.
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NOTES:
1, FIRE HYDRANT INSTALLA TlON TO MEET FIRE DEPARTMENT REQUIREMENTS,
ALL APPLICABLE FEES TO BE PAID FOR BY THE APPLICANT.
2. ALL PROPOSED UTILITIES ( FROM RIGHT-OF-WAY TO THE PROPOSED BUILDING)
BE PLACED UNDERGROUND, CONDUITS FOR THE FUTURE UNDERGROUNDING
OF EXISTING UTILITIES WITHIN THE ABUTTING RIGHT(Sl-OF-WAY SHALL BE
INSTALLED ALONG THE ENTIRE STREET FRONTAGES PRIOR TO THE ISSUANCE
OF CERTlFlCA TE OF OCCUPANCY. THE APPLICANT'S REPRESENTA TlVE SHALL
COORDINA TE THE SIZE AND NUMBER OF CONDUITS WITH ALL AFFECTED UTILITY
PROVIDERS ( ELECTRIC, PHONE, CABLE, ETC,), WITH THE EXACT LOCA TlON,
SIZE AND NUMBER OF CONDUITS TO BE APPROVED BY THE APPLICANT'S ENGINEER
AND CITY'S ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF WORK.
J, WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL
BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241,
4, PROPOSED DOMESTIC WA TER METER TO BE FIELD LOCA TED BY CITY.
SCALE: 1ft=20'
10 20
o
20
. .
THIS DRAWING IS AN INSTRUt.4ENT OF SERVICE AND SHAll. REl.WN THE PROPERlY OF THE
ENGINEER, AND SHAll. NOT BE REPRODUCED, PUBUSHED OR USED IN ~ WAY WITHOUT
THE CONSENT OF THE ENGINEER, (QCOPYRIGHT 200S l'JOT PUBUSHED
C4.1
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RAM A, GOEl, ~.D,.-P,E. #47431 _'_'_
COPIES of THESE PlANS ARE NOT VAUD UNLESS
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~~~-1/2'Xl/2'
4'x3/8"
ANCHOR STUD
GRATE FRAME W/STUO, srm.
FRAME W/2 ANCHOR STUDS
PER SIDE - EQUAL CENTERS.
GALVANIZE AFTER fABRICATION
(fl
l.LJ
0:
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NOTE:
1. CUT PIPE FLUSH
w/lNSDE FACE OF
WAU.
2. MORrAR BOTTOM TO
t.4ATCH INVERT OF
OUlrALL PIPE.
ANCHOR
STAN>ARD DETAL
.
~
CAST IRON RETICUUNE
GRATE, TRAFFIC TYPE
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GRATE SEAT
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28 OMS
14 P 012- O.C.E.W.
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INLET DET AL
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ASPHALT 0 1/4-
PER FT. MIN.
EXCEPT AS NOTED
\11\ \11\ \\11 \\II=\\\\~\II\ II ~ fD.~~~Rg~R~:5E
COMPACTED TO
98% MAX, DENSITY
- SUBBASE
STABILIZED
40 L.B.R.
COMPACTED TO
98% MAX. DENSITY
IN R.O.W. & DRIVEWAY SECTION
N.T.S.
HANDICAP PARKING
N.T.S.
STRIPING DET AIL
P/l
SEE PlAN
PLACE SOD 1/2'
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4:1 MAX)
MEET EX.
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P/l
SEE PlAN
PLACE SOD 1/2'
BELOW PAVEMENT
FIN, GRADE PRIOR
10 SODDING
POSITIVE DRAINAGE (4: 1 MAX)
MEET EX.
COMPAClED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.S.
PLACE SOD 1/2-
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
COMPACTED GROUND
PLACEMENT OF
SOD A T PAVEMENT
N.T.S,
ASPHALT 0 1/4-
PER FT. MIN.
EXCEPT AS NOTED
ASPHALT PC-1 1/4- THICK
L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98% AASHTO T -180 MAX, DENSITY
SUBBASE COMPACTED TO
98% MSHTO T -180 MAX. DENSITY
ON SITE
PARKING & DRIVEWAY SECTION
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
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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/W ALK 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 ACCESSIBIWTY
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
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
EXIST. BASE
NEW BASE
t
15-
to
18-
NEW SURFACE
NEW SUBBASE
PAVEMENT TRANsmON DETAIL
N.T.S.
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESIGNATED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
""'" x
SILT
FLOW
1I11=1I11=- I =1111=1111:=1111=1111=
SL T BARRIER DETAIL
N.T.S.
NEW BLDG.
FILL GROUND AROUND
BLDG. TO 3- BELOW
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 27.
...- -
.-~
GROUND PREPARATION
A TALL BlILDINGS
N.T.S.
ROOF DRAIN
..~
FIN. GROUND
! UTILllY (i.e. SANITARY
SEWER, WATER SERVICE,
FIRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
~
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. PROVIDE 5'x5'x4'
THICK CONC. stAB
o ALL EMERGENCY EXITS.
2. CONFORM 10 N3f:NE
DETAIL FOR PlACING
WALKS AT THE BLOGS.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
UTIUlY WITHIN 5' OF BLDG.
BY PLUMBING CONTRACTOR.
FINAL CONNECTION BY PLUMBING
CONTRACTOR UNLESS OTHERWISE
COORDINATED BY THE G.C.
N.T.S.
UTILITY CONNECTION
A T ALL BUILDINGS
N.T.S.
~ MEDIUM BROOM
FINISH CONC. WAlK
r FINISH GRADE TO
1- BELOW
EDGE OF WALK
2' lEIJEl. '
SHOUlDER VARIES (SEE PLAN) ~~
111I1:1_:;~L~~.,,~14;4~~R. :~~d'''III:~1I I
- 11I1~1I1= 1I11~"- -
"-- COMPACTED FILL OR
UNDISTURBED SOIL
WHEN SIDEWALK IS
TO BE REMOVED &IOR
NEW SIDEWALK 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.
& 1/2- BITUMINOUS
EXPANSION JOINTS
o 40' O,C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CONCRETE WALK DET AL
N.T.S.
BLUE
BACKGROUND
.
00
1-1/2"R
1/2. WIDE
WHITE BORDER
AND SYMBOL
8ION SPECFlCA TIONS
PARKN3 BY 1. 18.x12- LOGO SIGN
DISABLED 2. 2 SIGN COMBINATION
1- SERIES "C- REFLECTIVE SHEETING
PERMT LETTERS
ON.. Y 1/2- BLACK 3. LETTERS TO BE
BORDER 1- HIGH SERIES .C-
1,5- 4. SIGN TO BE MADE OF
$255 FIE 1. ALUMINUM
1. 5. POST TO BE ~~ADE OF
F.a 318.14 1. GALVANIZED STEEL
1,5- (SEE DETAIL)
3. 6. 3 6. SIGNAGE PER A,D.A.
FJP - && REQUIREMENTS
FINISHED
GROUND
WHITE
BACKGROUND
WHITE .
BACKGROUND to
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
HANDICAP PARKING SIGN DETAIL
N.T.S.
"
GALVANIZED METAL
SIGN POST WITH 3/8-
HOLES DRILLED
ON 1. CENTERS
.
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C\l
.
to
3000 PSI CONC.
~
SIGN POST DETAIL
N.T.S.
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POST OPTIONS:
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WOOD; 1 .33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
56' -0"
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l NES Comm.: 0501 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
Issue Date: 01/05/05
Revisions:
No. Date Descri tion
GRADE
1 B" MIN. VERTICAL Cl..EARANCE
I
CD
-~~~~,~ -,~~-~
.' 10' 10'
~ ~ WATER t.WN O~__ I
STORM DRAIN D,I.P. IS USED IN PLACE OF P.V.C.
FOR A lAIN. OF 10' EACH WAY
+ FROU "- OF WATER MAIN WHEN
THE VERTlCAl.. CLEARANCE BETWEEN
I WATER 4: SEWER MAINS IS 18" OR LESS,
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GRADE
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/ /
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
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( \ ;~~; r (" ~ ~ ~ i'l : /~ ~
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TOOLED GROOVES
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND Slw.t REMAIN THE PROPERTY Of THE
ENGINEER, AND SHALl NOT BE REPRODUCED, pUBUSHED OR USED IN At{'( WAY WITHOUT
THE CONSENT OF THE ENGINEER. (tlcOPYRIGHr 200~ NOT nUBUSHED
C5.1
Q~\/- A.~-~052005
RAM A. GOEl. Pb,O,. P,E, #47431 "_-=-- . _
COPIES OF THESE PlANS ARE NOT VAUD UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
BLOWOFF DETAIL
N.T.S.
Eclipse No. 85-B ~
Blow-Off Assy.
Including Locko.ble
Co.st Iron Box
~2' Bro.ss
'Wo. ter Mo.ln
~ 90. Bend
2' Bro.ss
Resto.lner Pl/'
Per Deto.ll No, 403
CITY or CLEAR'JATER, rLORIDA
ENGINEERING DEPARTMENT
B. V Jl.
QGJCD rt
..11:
01/15/92
INIIEX Nl
40
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BLO'JOFF
DEl AIL
lEV. ..11:
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G.C.H.
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....
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..-tv / R,O.W. Une
TYPICAL DRIVEWAY CROSS SECTION
PLAN VIEW
E-e
0"
.t:u
If.
4' Mln Residential Street l' City R/Wd
5' Min Arterial Street 2' County R, PI
1/4. per Foot
Remove Bock of Curb an State or Vertical Curbs with a vertical Sow cut
or Remove entire Curt and Replace as Port of Sidewalk Romp.
c"'"
-00
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. . 0
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III
Back of Curt
3000 psi Conc 4. Thick. Constr.
6. Thick at Driveways with
6x6 110 Welded WIre Mesh.
See Note 7.
Modified and Volley Gutter Curbs
join exist bock of curb
/12. ?' Textured Surface
1. c:::===-- Max Slope
f':""1 .. -.. .. ".." "',.. ,.. .. - .."
- .=..'" ;'!" ...... ........ - ...... ... -.." .. Remove to on
. "- 1 /2. Expansion Joint even joint or sawcut
_~~.......: ~.",:.~:.,:':'.Jf!:......--
SECTION A-A
SECTION B-B
!!Qm!;.
t. PrcMde Tooled Jolnta At Dletan... lIatchln9 1M W<llll.
AI... P1_ Expano!on Jolnta At ~)&
2. If Some Ph~ DbetJVctlan ExIela VIt1Ich _ta
The P10clng DI S1d_ ,.. Shown. Contact 1M
Englne<<t1g D_ F... Alternate Lacatlan.
J. -. And Olhw Spacwa WI( Hat Be Permitted
In Sldewalka Dr ~)&
4. No Coatlnge DI Any Kind WI! Be Permitted On eon.:rete __ Dr
D_o~ Wlth...t SpecIIIc Approwl DI Th. CIty EI1\.......
5. AI Con....ta Shall Be 3000 pel 1I1n. 0 28 lla)IL
s, Concret. sum- to be Ught Ilrocm fin"'.
7. Concret. DrI_y Conetructlan lIIaIl be S" thick w SIIlI/t0x10 W.W.F..
II. Romp. Shall HlMl 0 ToctI. ~ Textured to 0
Depth Not Ex.-rng tj8" by .... of Tan>p ... railer
In Confannonce with Requlrem.,ta of FOOT
Roodwoy and TrofIIc DeeIgn Standorde, Delal 304
Dr Woet R.-.t IoIodIIIcatJonL
2 Vge _ note
CITY OF CLEAR'WATER, FLORIDA
ENGINEERING DEPARTMENT
~-r TYPICAl SIDEWAlK 1""~
JYfJ. lHDCD rt CONSTRUCTION AND INIIEX Nl
T.C.... RAMP DEl AlL 1011
_, rt tIF3
UI9J .......... ~ aft
REV. lIAR J:IE:ICaITDt
APPROVED BARREL JOINT SEALS
ARE: 'o'-RINGS AND 'RAM-NECKS'
T\"IJ CONTINUOUS RINGS AT ALL JOIN
ALL JOINTS SHALL BE SEALED,
TYPICAL FIRE HYDRANT SETTING
N.T.S.
ONLY APPROVED
Hydro.nt AsseMbly
(Typ,)
Kennedy Guo.rdlo.n No, K -81A
Muller Centurlo.n No, A-423
U,S, Pipe Metropollto.n
Dlsto.nce Vo.rles
18' Mln,
24' Mo.x,
Box
z
,~
C
:i:
/ Mech. Joint Vo.lve
N.T.S.
.
\0
I
Cu
Connecting Piece w/lntegro.ll I
Co.st Mech. Joint Glo.nd on ~
one End-D.!. Roto.to.ble Mech,
Joint Glo.nd on Other Enol.
"--Restro.lnlng Joint <Typ,)
CITY OF CLEAR'JATER, FLORIDA
ENGINEERING DEPARTMENT
B.V.D. TYPICAL HYDRANT 05~;:/93
QGJCD SETTING INIIEX Nl
PING SLEEVE .. VAL V 4
-, BY CITY 41F4
NOTES.
1. All Fire Hydro.nts to ho.ve 5 1/4' Vo.lve Seo.t,
2, See Index It 407 for Jo.ck Il. Bore Deto.lls,
lEV, ..11:
~
Concrete
Thick x
1ITCleo.nout Plug
-- ---
Po.d 4'
1'-6' Sq.
.
l\l
"
LI' 95/8' 'I
~/////~
-,
6' or 8'- 1/8 Bend
Plug
(See Note)
Sewer Mo.ln
CLEANDUT
CLEANDUT PLUG DETAIL
DET AIL
N,T,S.
N,T,S,
NOTE.
Cleo.nout plug to be
U.S, Foundry 7621
or equo.l.
lEV. 11I\11:
CITY OF CLEAR'JATER, FLORIDA
ENGINEERING DEPARTMENT
A STANDARD 1I/~v;.9:5
CLEAN OUT INIl()( Nl
'J ..loS, (m ary 304
llF 1
IEICU'TDI
_.
T .c.J.
OR EQUAL
CONCENTRIC CONE (FLAT COVER
ON SHALLo\"l MANHOLES 0' TO
4' DEPTH)
STEEL REINFORCEMENT
5' MIN, \v'ALL THICKNESS
TYPE II ACID RESISTENT
CEMENT 4000 PSI
GROUT FILL OPENING \,,11TH
NON-SHRINK MORTAR
2' 1FT, MIN,
GROUT FLo\"l CHANNEL
NOTE :;
1. MINl MUM CONCRETE CoMPRHENSIVE STRENGTHI 4000 PSI@28 DAYS
2, DESIGN LoADINGI H-20
3, BASE SECTION IS MONOLITHIC
4, MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR COATING
PER SPECIFICATION SECTION GS-10,
PIPE ENTRY
PIPE REQUIRES MANHOLE
ADAPTER COUPLING BY FLo
CONTROL, INC., OR APPROVED
\"lATER STOP COUPLING,
DOGHOUSE MANHOLE DETAIL
N.T.S.
Inlsh To Existing Surface 'WIth
PC III Asphaltic Concrete
NOTES
-16' r-
, 1lr.lg1':1l"\ Paving
Orlglno.l llo,se
~
OI'Ipacted Base - Thlckn@ss of Original + 2"
MInIMUI'l Thickness 8'
12'
COMpact@d
Backfill
Undisturbed Trench Sld@
1 Tr@nch backflll@d In 9' cOMpacted
layers, Density taken every 300 ft.
2 Bas@ May bp. r@plac@d with Asphaltic
Concrete with prior approval of
City Engln@@r,
3 On longltudlnat Installation requiring
r@surfaclng full width of paveMent,
finish base to Match @xlstlng paveMent
surfac@ and prlM@. Th@n r@surfac@ as
dlrect@d by the City Engineer.
CITY OF CLEAR'WATER, FLORIDA
ENGINEERING DEPARTMENT
~~rt STREET REPLACEMENT ~~
lHDCD rt FOR UTILITY AND HID Nl
G.U. DRAINAGE CUTS 105
lEV.
""IE
IDCIlIPTDl
_.
CJt.H.
1 IF 1
~
R/'W
I
Vo.rles
Finish gro.de to
o.llow 0,4' Min., 1.0'
Mo.X, fo.ll frOM
property line to
~
~t
i
CITY o'WNED
AND
MAINT AINED
HoMED'WNER o'WNED
AND MAINTAINED
Service Lo. tero.l
SECTION
ANY VARIANCE MUST HAVE
'WRITTEN APPROVAL OF THE CITY
ENGINEER,
CITY OF ClEARWATER, flORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
NOTE.
All 10. tero.l Mo. terlo.ls, Including
o.pproved Cleo.nout ho.rdwo.re, o.re
to extend to the R/'W or to the
eo.seMent line o.s noted,
STREET LATERAL
DETAIL
DATE
:1/22/00
~
1 IF 2
lEV,
DAlE
-
-,
RING - HALF PLAN
.
l\l
l...
[J
36'
23'
21'
Mo.chlned Surfa!;
.
v
"
M
I
.....
RING - SECTION
1-1lnlMuM 'Weight 7' 232 lbs.
9' 278 lbs,
.
Pick Hole 7 S
1-114' - -117 -,
5/8'
Min, 4 Required
l...
[J
.
I'-
I
NOTES
1, 'Where roo.dwo.y bo.se Is S' or thicker use 9' rln ,
0.11 other CClses 7' ring Is perMissible.
2, Mo.nufo.cturE'rs Model of storM ring o.nd cover t
be o.pproved by City Engineer,
Lot
2,-11-
;WM
~ "
- - - - - - - _l_ - - - - -'Water
Curi:Vr-
-@
'Wa ter Servl
<Typ.)
Required
Non Skid
Pattern
Requlrerl
SOLID COVER
,
-1 '
", (\1
(')
I C
22-3/4' -_I '1' 0
~~-;
SOLID COVER SECTION
MiniMUM 'Weight 128 lbs,
I '1eIM
CITY OF CLEAR'JATER. FLORIDA
ENGINEERING DEPARTMENT
-r:~ .., 9~:
lHDCD rt SANITARY SE'JER INIIEll Nl
Io/..J.S. MANHOlE COVER JOt
I"t
...... SNorts 2'
IIESCIlII'TIIIN
.....J.S,
-,
lEV. ..11:
D.G.B.
1"-2
Lot
Lot
f'r/w line
'1
Mo.~--r--_L_-____---
I
I
I
\
r/w lInv
WM r'J
I
21..-
I
NDTEI SANITARY LATERALS TO BE
'WITHIN 10' OF CENTER OF LOT ON
Do'WNHILL SIDE OF CENTER OF LOT.
RIM M.H. --.
of Street
~
Sanltar~
So.n. -
1 -10'
~
I
PLAN VIE'W
, C
0_
.....~
~So.nltar Lo.teral
<T yp,)
Curl:l\
Sldewo.lk
2' joint In pipe entry
~Side Lot Line
<Typ.)
Lot
'Wo. ter Mo.ln
PROFILE
REV. MTE
Main
IlEStRlPTIIJl
CITY OF CLEAR'JATER, FLORIDA
ENGINEERING DEPARTMENT
B.V.D, SANITARY LATERAL 06:"311'/94
QGJCD I"t LOCA lIONS ~
-. G.c.H. rt 2 ..- 2
, . i
I'., " L'
, i; i' \,
APR n (-) 20[15
"
J
... Vi
",
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..
EB #5936
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.
.
L NES Comm.: 0501 I
L Drawn By: B.J.V. I
[ Checked By: H.G. I
Issue Date:
Revisions:
t\)o. Date
_6
/ /
~
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAU. REMAIN THE PROPERlY OF THE
ENGINEER, AND SHAU. NOT BE REPRODUCED, PUBUSHED OR USED IN Atfi W^Y WI1HOUT
THE CONSENT OF THE ENGINEER, <C>COPYRlGHT 2005 NOT PUflUSHED
./
01/05/05
Descri tion
.
I-
(I)
-I
-I
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w
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CO
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C5.2
K<c~ A. ~R 05 2005
RAM A, GOEL ,Ph,O" P,E. #47431
COPIES OF THESE PLANS ARE NOT VAUD UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
I
I \ 3GAL., 14'HT X 14' SPR / 30 \
B+ B" CT SEE PLAN 2 'XANADU' SELLOUM \ - XA /
W'ASHINGTONIA PALM \ W'R /; '\. \
3GI,L,. 24' X 24' If 24 \
LAKEVIEW' JASMIN~ LJ I
3 GAL., 14' HT X 14' SPR.! 20 \
INDIAN HAW'THORNE \ IH /;
B + B, 10'CT !
SYLVESTER PALM \
/ 5 \ 7GAL, 24'HT X 24' SPR,
\ CL i'QUEEN EMMA' CRINUM LILY
1 6 \ 3GAL., 24'HT X 24' SPR
\ LJ 7 LAKEVIEW' JASMINE
1 10 \3 GAL., 14' HT X 14' SPR,
\ IH / INDIAN HA W'THORNE
7 1 \ B+B, CT SEF PLAN
:'\ SY I SYLVESTER PALM
B+B, lO'CT. 6-7 STEM / 1 \
RECLINA T A PALM \ RP /
1\
SY
1GAL" 14' SPR If 80 \ ;25 0 / \
DW'ARF JASMINE "\ MJ / \\ "\ 80 1GAL" 14' SPR
_ _ _ _ ~"" 1- \ _ _ _ _ ~ J~~OA ST~ _ : ,_ ~SPl!A,10,> MJ I _ D~:r ~A~Ml~E_
~-~--\--\~~~~~___u ,. -------S-\--\---u- --\_______
1~'cr--12'C -..-" '\:" -...... '\. " \ _\ ~
/ \ - 11' (~N..CT 6.3[7 --='>. " " R~\t .",,-89O'OO'00"1Ii\ 2 ~ ~ ~ .... - IW
3GAL" 14'HT X 14' ~:PR/ ~~ /\~. ,o.~;1 /~ " M'~'" "\ -.- -
'XANADU' SELLOUM .'.l'( '// ~ \:0""", 9.
'/ \ 1t6 C7 P'~ rv ~ ) I 1 II Vl 'of
B+ B.. CT ~EE PLAN') / 1 ~ - ~ If------- ~ ... 711I 6,0 ~ 'l I 5,8l~0Y ff( ~
W'ASHINGTDI'n'R" t'ACM \ W'R / NEW 20'>:20' .. t-..... Ut~ ~/ ~ 6,0 ~T = = 'i8~T ~ "</ 1,7 ' ~ '-"
SIGH T TRIANGLE J- ........ "< ~ '< LY ~ ~
B+B" Or SEE PLANX I '\ ~ ~V ~ ~"'''''''''7 UNDfRGRDUND ~ e
SABA1:'f>Ab~ SP /; ~"i ~ 0. ~f 1'-- i\ ~ TRWrI~';}AULT ~g
B+ B., 6'OA TRIPLE ! 2 \ ~HAL T I ~ ~~i; -- ~ ~ >--
RDEBELENII PA~M ~ PR I ~ ~ ~"fO x: ~< E~ ) ~~~~Vi~HjA~Mi~~ S1 ~
B+B., CT/SEE PLAN)\ 2 '\ ~: ~~ ~ ."'Y'\.~~ (~___ '::
SABAffi~~-<\ SP / ll-- 0- - rn6tO 1 B+B,. CT SEE PLAN [\)J flU ~
/ \ \ · ~ ~ I IY\ W'R I W'ASHINGTONIA PAU rX/I~~
3 GAL., 14' HT X 14' SPR./ 25 \ : ~ '\. ~ I/1l ~ 1/1\ " " " " " y.
INDIAN HAW' THORNE \~ IH 7 "j' \ ' ~ ~ " "~'- '\. '-/ )-L '\. 2 '\ B+B.. CT SEE PLRN> 7 " 1'-."""" 'f
B+ B" CT (SEE PLAN 2 ____r-; ~T / / \ P 7 SABAL PALM 7
- 60 16'CT ;12'CT \ S
SABAL l'~fvL~/~ SP / J --' II . II J J
3GAL,. 24"HT X 24" SP/ 51 '\ ~ -:: ,(,_
SIL VER BUTTON'v/OOD \ BW' / ~: . _ !J-- ~V' I( 5'
I 1____________ i- 1/ " Ir
3GAL" 14'HT X 14' SPRI 15 \ ____t R
'XANADU" SELLOUM XA / : ~ rv1 ,~ ' cy \
: ~ 60 6,Q ~ ~ r\ 5 ; 3 3GAL.. 24' X 24'
t;t,il' , "'''''''~ -Tn;r ~ \ LJ j-AKEVIEW' JASMINE
j~. ~ .
: 'T ~ / 6 \ B+B.. C{;EE PLAN/
I 'I ~ \ SP 7 SABtl.b-P~1 M/
~ // ~. ~~ "'~
~ '~T . 7 \
~ ~ CI) 30 3 GAL., 14' HT X 14' SPR,
~ // ~ \ IH / INDIAN HAW'THORNE
~ X ~ T, ~
· r> I"-. I ~ / 28 \3GAL, 24'HT X 24' SPR
~ 12'CT ,,' rGATE \ BW' /SIL VER BUTTONW'OOD
· ~~O'CT ,CT
~ ~ -".'m '----- :rT 6. _ "/ \
~ 10 7GAL, 24'HT X 24' SPR,
~ ~ ~ .~ I ~ CL / 'QUEEN EMMA' CRINUM LILY
l V \ \~vv'",~:. 20 ~ AGAL" 14' SPR
. . -nlitARF JASMINE
~~\~~Ni - \ - - \: '-~ -~- -7~; -~::,t~~',~~ - ; ~:~ ~;; - - ·
, \ \ \ ~ \ B'v/ 7 SILVER BUTTONW'OOD
-'- - - - - -~KE~'~J\TEx.~: -So ~- 7 2 '\ - B:B~ C~~E-P::N- - - - - - - - - - - -
1 ~j 1\ I . r'.~..l\. SP Z SABAL PALM
ASPH T \.
=: M cG. W.
----------------------- - ------ -------------------~T~~~----------_______________
, --
If !J.J!:I
INV. 1.19(E)
INV. 2. 84(f1WJ
INV. 2.99(51'1)
EDGE OF PAVEMENT
1, T T rI
6,0
]'
(\I I (\1. I'
4' eLF 0 N9(J'()()'OO
.::. "" ,\" X 1 Ie" T,T
~~,;~_. ~~ -
6' CLF
MASONRY
. W L
3 GAL" 14' HT X 14'
INDIAN HA W'THORNE
SPR,/
"\
ASPHAL T
5 \
IH /
B+ B, C1\ SEF PLAJ / 2 \
W'ASHING~~M \ W'R /
""
~'I
'~
B+B., CT ~J:""J:"" PI MJ / 1 \
SABAI_ PALM SP /
.-
RIM 4.88
INV. 1,68(E)
INV. 2,28(SW&NW)
- - -
~
\ / 15 \3 GAL" 14' HT X 14'
\\ IH / INDIAN HAW'THORNE
/ 40 '\' 1GAL" 14' SPR
\ MJ / DW' ARF JASMINE
SPR,
LANDSCAPE TABLE
Quo.ntity 51Mbol Scientific No.Me COMMon No.Me Code No.Me Plo.nting Size Spo.cing
79 ~ Conoco.rpus Erectus Sericeus Sil ver Buttonwood B'vI 3 Go.l.) 24'X24~" 36'DC
8 Cd 'vIo.shingtonio. robusto. Mexico.n fo.n po.lM 'viR SEE PLAP( J 0' (,,1' ~ ER PL8bJ l-.
22 0 So.bo.l po.lMetto Po.lMetto SP ~ N L 0' t:J j..-
SEE PL~ IF ER PLAN
2 00 Phoenix syl vestrus Syl vester po.lM SY SEE PL~ J~I c{ / ~ ER PLAN
6 (!;J Mo.gnolio. Gro.ndifloro. 'Little GeM' Mo.gnolio. 'Little GeM' ML 2 1/2'-Co.MQ'HT PER PLAN
92 0 Murro.yo. po.niculo. to. Lo.keview Jo.sMine LJ 3 Go.l.) 24'X24' 36'DC
15 ~ CrinuM lily 'Queen EMMo.' CrinuM lily CL 7 Go.l.) 24'X24' ::>ER PLAN
11 ~ Phoenix roebelenii PigMY do. te po.lM (TRIPLE) PR B & B,) 6'DA PER PLAN
1 0 Pheonix Reclino.to. Reclino. to. po.lM RP B+ B,) 10CT PER PLAN
115 ~~/r4 Philodendron sellouM 'XANADU' XANADU SellouM XA 3 Go.l.) 14'X14' 30'DC
95 j=~ Rho.phiolepis indico. Indio.n Ho.wthorne IH 3 Go.l.) 14'X14' 30'DC
370 ~'-/2/ Tro.chelosperMuM Jo.sMinoides 'tricolor' dwf. tricolor jo.sMine MJ 1 Go.l.) 14'SPR 18'DC
--..-----
I
10 \3 GAL" 14\ HT X 14' SPR,
INDIAN ~W'THORNE
RIM 5,29 1
INV. (-)0, 11(y:
INV. 0.9(E&N 1
INV. O,J9(W...
- - -
/ / 2 \ B+B.. CT SEE ~LAN
/ \ SP / SABAL PAL.!M
/ /' y -/ " 1
i2'C~6'~ ~H~~-?- - -;-;.- ~ \ I B+B, CT Sr-E PLAN
W'R 1/\1 W't SHINGTONIA PALM
/1 20 \' 3GAL" ~ T X 14' SPR
\ XA / 'XAN~DW -. ELLOUM
1
-r
1
I
1
1
1
1
-
1
1
o
MI , j ~~ 1
~ ~o
8 u BLDG. 1
~ I~
--.;;;::!~~L~~OCK~ ----- ; i _~ / 2 \ B+B" CT SEE PLAN
~ 1 ~ ~ \ SP / SABAL PALM
i3 1 ~(j)
LOG. r'--j---~ / I \ B+B, CT SEE PLAN
1 ~ -\ W'R / W'ASHINGTONIA PALM
K ~ 20 '\ 3GAL., 14'HT X 14' SPR
~ \ XA I 'XANADU' SELLOUM
1 ~ j 2 \5GAL" 2 1I2'CAL - lO'HT
1 \ ML /'LITTLE GEM' MAGNOLIA
"-.... 1 J 3 \ B+B" 6'OA TRIPLE
~ \ PR / ROEBELENII PALM
T
30 \3 GAL., 14' HT X 14' SPR,
~ / INDIAN HAW'THORNE
1 1GAL" 14' SPR
1 D~ ARF JASMINE
1
I +B., r T SEE PLAN
-\ SP / ISABAL PALM
/ 15 \ 3GAL" 14'HTI X 14' SPR
\ XA 'XANADU' SEt~@f.)~.~(5J
INV. r. -J.o,JJ(,p
. IN V. (-":JO.1JC)
- - - - - - - - - INV. 0.42(W,
/ 3 \ B+B" 6'OA TRIPLE
\ PR / ROEBELENII PALM
/
L ~ ~H_
2'CT
~
~
/ 2 \ 45GAL" 2'CAL - lO'HT
-\ ML 'LITTLE GEM' MAGNOLIA
/ 30 \3 GAL., 14' HT X 14' SPR,
-\ IH / INDIAN HAW'THORNE
/ 50 \- 1GAL" 14' SPR
\ MJ I DW'ARF JASMINE
j 3 \ B+ B" 6'OA TRIPLE
PR / ROEBELENII PALM
2-STORY
MASONRY
I~~
#29
o
o
h. '"
~
.r:;
~
CI)
01 -
WALL
Q
d
~
'-
I
1
50 \
MJ /
/
/
\
/3\
-
SPR,
L~
v ("" ~
01(\~~ ~ ". \'p
-r) Q[ 1-)\j;.
, \"1 \"::>,0
\ j ~')J;
W'~
HABIT A T MANAOI:MENT 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 I3E 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
TALl.OW (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 PROTECTIOIN 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 DF~WINGS.
2. ALl DESIRABLE TREES MUST BE RETNNED WHEREVER POSSIBLE.
IT WIll. BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALI<.WAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC,) BE
ADJUSTED TO RETAIN DESIIW3LE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THI:: 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 VEHle ULAR 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, R&.ILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
4. LARGE TREE SPECIES Pi~OPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS. FENCES, LIGHT
POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPNR NATURAL GROWTH.
5. TREES PROPOSED FOR INSTALlATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTllm 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 MATERI.AL MUST BE FLORIDA GRAUE #1 OR BETTER.
8. ALl REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2M
CALIPER AT TIME OF PlANTING.
9, All. HEDGES MUST BE ~4. 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 PERIMETEf;' BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
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. NONBIODEGPADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WIU BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIIi ST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 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 ASSOC~\TED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A ~INIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOr 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 CO'lTNNING 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 PUL1LED BACK II FEW INCHES FROM THE BASE OF EACH
TREE.
4. IF ON SITE SOIL CONDJnJNS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THIE ENTIRE Si::CTlON 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 TWIT 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
PNNTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE JSE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPRO'/ED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFlGALl.Y, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ~OOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALlATION.
c '"
NOTE: AlL TREE STAKES AND SUPPORT WIFlES
Will BE REMOVED AfTER 1 COMPLElt:
GROWING SEASON.
,
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For Cabbago Palm Installatlan:
Trim All Fmndo at Time
of Dl99lng and PlanlJng
For -.oton Palm _
lJIavo Inolilo row of _
110 up """ ~udubIo. 1wlno
for Cabbago Palms:
All T runkll to be Smooth and
All Bum 1Iori<s arulhed Away
for Wa.hlnglon Palme:
lJIavo all bOoto on trunk
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2" . 4' IJrace (Yellow PIne)
Space Three at 120' Typlcol
Remove ofter one growing 880AO~'
2" . 4' Stoko (YoIlow PIne)
Three foot Long
Remove after one growing seo~on
Saucer Rim
I" tii
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Rootball. 16' IIln1mum
Radius from Trunk
'---- -
Woehed-In and Tomped
PIarrt1ng Soil Mbrtunt
---- Exlotfnq Soli
PALM STAJ<t.K3 & PlAN1N3 DETAL
N.T.S,
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3" Soil Saucer
Remove Container
From Rootball
_n_ Planting Soil Mixture
- Existing Soil
SHRUB PL~G DET AL
N.T,S.
EB #5936
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[ Drawn By: B.J.V. I
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CROWN SPRrAll '-1
NOTE: AlL TREE STAKES AND SUPPORT WII>f '.
WIll BE RElA<1VED AfTER 1 COMPLfTF
GROWING SEASON.
~
I
Remove Dead and Injured
Twigs, Trim No LeodenI,
Retain Natural Shope.
3/4" - 2 Ply Reinforc<d
Rubber or Plostic Hoso
~ -c~ 2 1 ~~a~~lvof:;.ed a Wires
~ At A 45'Angle With 3- '1 68
Duckbill Anchora Or Equal
Remove after one growing season.
Mound To Form Saucer
Issue Date: 01/05/05
Revisions:
No. Date Descri tion
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TREE ST AKNG & PLANTING DET AL
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BUTLER'S NURSERY, TNC
7011 75TH ST. N. PINELLAS PARi< '-L. .;,5781
PH: (72 7)544-0445 FAX:(727)5'1 J .50;)7
E-MAIL: BUTLERSNURSERY@MS.l\!.OM
DR/\ WN BY: R. BELKO
CHECKbLJ BY: C. BUTLER
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IRRIGA TION NOTES
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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
COUNlY OR MUNICIPAL WATER SOURCES, UNLI::SS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
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,- - - - - -,- - - -
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----...--
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----------------
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,
;
INV. 1,79(E)
INV. 2.B4(!VW)
INV. 2.99(SW)
EDGE OF PAVEMENT
.
. EX. 6n W.
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3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE TH,L,N LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THPN 50' FROM A WATER
SUPPLY HOSE BIBB.
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SIGH T TRIANGLE
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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 CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS,
ASPHAL T
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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[ Drawn By: B.J.V. I
[' Checked By: H.G. I
l~~
ON MASONRY
WALL
IRRIGA TION NOTES [CONTINUED)
4' eLF
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 BElTER.
2, SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3, SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLAi':TING.
4, ELECTRIC VALVES,
5, GAUGE 14 UF COPPER WIRE,
6, FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
BLDG.
.
Issue Date: 01/05/05
Revisions:
No, Date Descri tion
ASPHAL T
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 MANUFACTUI~ED BY
RAIN BIRD CO, OR APPROVED EQUAL.
LOCATE IRRIGATION CONTROLLER
NEAR WATER SUPPLY
r GA lE
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,
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. INV. (-)0.53(5)
INV. (. -)0.33G~
.INV. (":)0.130
- INV. 6. 42(W;
/ /
APR n fi 2005
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER,
----------------------------
EX. 6n W,
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INV. 1.6B(E)
INV. 2.2B(SW!LNW)
---------------------
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.
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ASPHAL T
(.) ", I)
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EX, 4 n REC, W.
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ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUN--Y DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS,
, .
,
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USE BUBBLERS
ON ALL
PALMS AND
TREES
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IRRIGA TION
IrrigQ tion
T Qble
HeQds
QUQntity SYMbol Sprinkler HeQds
10 C9 RAINBIRD 1800 SERIES-MPR 15series-30 Deg trQjectoy 090
1 G RAINBIRD 1800 SERIES-MPR 15series-30 Deg trQjectoy 240
24 8 RAINBIRD 1800 SERIES-MPR 15series-30 Deg trQjectoy 180
SCALE: 1"=20.
20 0
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BUTLER'S NURSERY, TNe
7017 75TH ST. N. PINELLAS PARK ,;. . ';.578 7
PH:(727)544-0445 FAX:(727)5.1'50?7
E-MAIL: BUTLERSNURSERY@MSN (~OM
IR1.1
DRA WN BY: R. BELKO
CHECKED BY: C. BUTLtR
REV,SIONS
# DATE
1 3/8/0S
2 3/28/06
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UNIT A (NORTHERN UNIT): 3800S.F.
UNIT B (MIDDLE UNIT): 3640 S.F.
UNIT C (WESTERN UNIT): 2730 S.F.
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2 3/28/05
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100/0 OF AREA CALCULATED: 456.32 S.F.
TOTAL OPENING S.F. ALLOWED: 456.32 S.F.
TOTAL OPENING S.F. DESIGNED: 225 S.F. < 20010
AT 10'-47/8" SETBACK, 200/0 OPENINGS ALLOWED
TOTAL AREA CALCULATED: 5044 S.F.
100ic> OF AREA CALCULATED: 1008 S.F.
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8
· TOWNSHIP 29
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+ + ". ~ ~:", LI-l' 16.83' ~ OJ" ,,,0) OJ'" ,,~1-STORY #25 ~ 'oJ ~ ~ B#L2D9G'~(). Y
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~ 'O":-"L #15 16.74' ~ 6' WOOD #17 '0'0:; OJ:" f 4.73'-" 13.8 ,,"11 >i'. ~
u [~ WOOD II FENCE ~ 25.7' OHC'" 5 \ COVERED ~ ~ Cn...." _ ^ 1r :'" ,;:' ~ b' ] b~~' '- CONC ~~'O 0'
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", ,,~":l 28.6' \ ~: b' " G:l ~lh":-'O DUPLEX 'O~~ ~R~ tI I '\ STEPS 0,53' ENCROACHMENT
1532' ,,1'S,'- 111)1lw.l1.,':;~, q AL;~~~ ,5" ~D ~ :/#21'" x /l'c",<a;~.~- ~CK .,1' F:rDE =- \ =-~~~K I
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D.E.
MH
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INV.
T.O.P.
UG
U,D,
M.E.S.
F.E.S.
RCP
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DIP
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F,O,C.
l.EGEND ~
OAK TREE NOS C ALE 000
PINE TREE :
PALM TREE @
OTHER TREE (AS LABELED) @
BUSH ~
FOUND @
SET 1/2" CAPPED IRON ROD "_B 4513" 0
FOUND IRON ROD (SIZE NOTED I @
FOUND CAPPED IRON ROD (SIZ:: NOTED) ~
FOUND RAILROAD SPIKE ...
PARKER KAYLON NAIL lJ1l
FOUND CONCRETE MONUMENT (SIZE NOTED) 1m
FOUND OPEN-ENDED IRON PIPE: (SIZE NOTED) ~
FOUND PINCHED-TOP IRON PIP~ (SIZE NOTED) D<J fH
FOUND NAIL & BRASS DISK <) or <>
SET NAIL IN BRASS DISC "LB '.513" .....
PROFESSIONAL LAND SURVEYOF: .y
LAND SURVEYING BUSINESS J?J
PLA T (?}
DESCRIPTION m
FIELD MEASURED
OFFICIAL RECORDS (BOOK) ~
PAGE
PLA T BOOK
CALCULATED FROM PLAT CALL~,
CALCULATED FROM FIELD SURVoY
POINT OF BEGINNING
POINT OF COMMENCEMENT
PUBLIC UTlLlTlES EASEMENT
DRAINAGE EASEMENT
MANHOLE
ELEVATlON
INVERT
TOP OF PIPE
UNDERGROUND
UNDERDRAIN
MITERED END SECTION
FLARED END SECTION
REINFORCED CONCRETE PIPE
ELLIPTICAL REINFORCED CONCRI:TE PIPE
CORRUGATED METAL PIPE
DUCTlLE IRON PIPE
POL YVINYLCHLORIDE PIPE
GENERAL TELEPHONE AND ELECTRONICS
TELEPHONE
OVERHEAD ELECTRIC, CABLE TE_EViSION
AND/OR TELEPHONE SERViCE L1NE(S)
FIBER-OPTlC CABLE
TRAmc SIGNAL ACCESS BOX
CLEANOUT
GAS METER
GAS VALVE
SANITARY MANHOLE
GREASE-TRAP MANHOLE
ELECTRIC MANHOLE
STORM MANHOLE
WATER VALVE
RECLAIMED WATER VALVE
WATER METER BOX
RECLAIMED WATER METER BOX
IRRIGATlON CONTROL VALVE
FIRE HYDRANT
LIGHT POLE
WOOD UTILITY POLE
CONC UTlLITY POLE
TELEPHONE BOX
CABLE TV BOX
SIGN
SPRINKLER HEAD
ROOF DRAIN
GUIDE WIRE
RIGHT-OF-WAY
CENTERLINE
EDGE OF PAVEMENT
BACK OF CURB
HIGHWA Y
BOULEVARD
CONCRETE
ASPHALT
ELECTRIC METER
CHAIN LINK FENCE
BARBED WIRE FENCE
WOOD PLANK FENCE
AIR CONDITlONER
RAILROAD
TOP OF BANK
TOE OF SLOPE
NUMBER
FINISH FLOOR
DIAMETER
NOTES:
1, TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY
2, LAST DATE OF SURVEY: JULY 14, 2004.
3. SURVEY CREW: ROB ROGERS and DAN LANG
4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (N.G. V.D.).
5, REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK,
DESIGNATED '1-02', STAMPED: FL DNR 15-93-DA-09
LOCATED AT THE WEST END OF BOHEMIA CIRCLE S. AND THE INTERSECTION
OF ELDORADO AVENUE ON SEAWALL.
ELEVA TION = 4.905' (NA VD '88)
REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK,
DESIGNATED 'H-02', STAMPED: STANDARD CITY OF CLEARWATER DISK
LOCATED AT THE WEST END OF ROCKAWAY STREET IN THE NORTH BEACH PARKING LOT
LOT AT THE SOUTH END OF A CONCRETE PARKING ISLAND. ELEVATION = 5.156' (NA VD '88)
6. THE LOCATION OF EXISTING UNDERGROUND INSTALLATIONS OR IMPROVEMENTS
HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS,
EXCEPT AS SHOWN OTHERWISE.
7. BASIS OF BEARINGS: THE SOUTH RIGHT-OF-WAY LINE OF AVALON STREET WAS
ASSUMED TO BEAR EAS~
8, NO UNDERGROUND INST ALLA TIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT
AS SHOWN.
9. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND lOR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN.
10. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP.
11, ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN
STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER
61 G17-6, FLORIDA ADMINISTRATIVE CODE.
12. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE
RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
13. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION,
14, ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH), WERE
LOCATED AND SHOWN ON MAP OF SURVE~
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_EGAL DESCRIPTION:
_ots 5, 6, 7, 8, & 14, Block 7, Revised Map of
2LEARWA TER BEACH as recorded in Plat
300k 11, page 5 public records of Pinellas
2ounty, Florida.
'~ertified To:
Panorama on Clearwater Beach, LLC,
a Florida Limited Liability Company
Signature Bank
Richards, Gilkey, Fite, Slaughter, Pratesi and Ward P.A.
Chicago Title Insurance Company, Inc.
Saxon, Gilmore, Carraway, Gibbons, Lash and Wilcox P.A.
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