FLD2004-04032 (2)
FLD2004-04032
1410 Betty Lane
CLEARWATER
CAR WASH
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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
September 28, 2004
Mr Housh Ghovaee
Northside Engmeenng Services Inc
601 Cleveland Street, SUite # 930
Clearwater, Flonda 33755
1_~f7
Development Order - Case FLD2004-04032 -)JJ14 Betty Lane
RE
Dear Mr Ghovaee
ThiS letter constitutes a Development Order pursuant to SectiOn 4-206D 6 of the Commumty
Development Code On September 21,2004, the Commumty Development Board reviewed your
FleXible Development apphcation to construct a three-bay self-service car wash, With reductions
to the front (north) setback from 25 feet to eight feet (to the dumpster enclosure), from 25 feet to
24 feet (to bUildmg), a reductiOn from the front (east) setback from 25 feet to 20 feet (to
bUildmg), a reductiOn from the Side (west) setback from 10 feet to five feet to the freestandmg
vacuum area and from 10 feet to nme feet to pavement, and a reduction to the reqUired parlang
spaces from seven to three spaces, as part of a Comprehensi ve Landscape Program, under the
provlSlons of SectiOn 3-1202 G for the Site at 1410 Betty Lane
Based on the apphcatiOn and the Staff recommendatiOn, the Commumty Development Board
(CDB) APPROVED the apphcatiOn with the followmg bases and conditiOns
Bases for Approval
1 The proposal comphes With the FleXible Development cntena as a Comprehensive Infill
Redevelopment Project per SectiOn 2-704 C
2 The proposal is m comphance With other standards m the Code mcludmg the General
Apphcabihty Cntena per SectiOn 3-913
3 The proposal is compatible With the surroundmg area and Will enhance redevelopment
efforts
Conditions of Approval
1 That the vacuum operatiOn be hITl1ted to 700 am to 10 00 pm,
2 That all Fire Department concerns be addressed pnor to bUildmg penmt issuance,
~ 3 That an approved health penmt be obtamed from Pmellas County Health for samtary
connectiOn pnor to issuance of a bUildmg penmt,
.... 4 That an approved SWFWMD penmt be proVided pnor to bUildmg permit issuance,
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BRIAN J AUNGST, MAYOR COMMI~SIONFR
HoY! HAMil TON, Vlcr MAYOR-COMMI~SIONFR WHI fNl Y GRAY, CO\I\lI~~rOt;1 R
FRANK HIBI3ARD, COMMI~SIONLR * Bill JONSON, COMMI~~IOt;1 R
"EQUAl EMPIOYMrNf AND ArFIRMA11VI ACTION EMPIOYFR"
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September 28,2004
Housh Ghovaee, Page Two
5 That a TraffIc Impact fee to be assessed and paId pnor to Issuance of CertIficate of
Occupancy,
by the applIcant,
6 That all proposed on-sIte utIlItIes, mcludmg electnc, phone and cable teleVIsIOn, be located
underground,
7 That all sIgnage meet Code, consIst of channel letters for any attached SIgns, and low
monument-style for a freestandmg SIgn and be archItecturally-mtegrated mto the desIgn of the
bUIldmg and SIte,
8 That on-sIte surveIllance cameras be mstalled pnor to CertIficate of Occupancy and
remaIn operatIOnal, and
9 That secunty lIghtmg be mstalled on the west sIde of the property, to be dIrected toward the
SIte, and mounted not to flood the abuttmg neIghborhood wIth lIght
Pursuant to SectIOn 4-407, an applIcatIon for a bUIldmg pernut shall be made wIthm one year of
FleXIble Development approval (by September 21,2005) All reqUIred certIfIcates of occupancy
shall be obtamed wIthm one year of the date of Issuance of the bUIldmg pernut 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
valIdIty The Commumty Development Board may approve one addItIonal extenSIOn of tIme
after the Commumty Development Coordmator's extenSIOn to mItIate a bUIldmg pernut
applIcatIOn
The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtaIn any
bUIldmg pernuts or pay any Impact fees that may be reqUIred In order to faCIlItate the Issuance
of any pernut or lIcense affected by thIS approval, please bnng a copy of thIS letter WIth you when
applymg for any pernuts 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 Commumty Development Board meetmg The fIlmg of an applIcatIOn/nOtIce
of appeal shall stay the effect of the deCISIon pendmg the fmal deternunatIon of the case The
appeal penod for your case expIres on October 5, 2004
If you have any questIons, please do not heSItate to call MIchael H Reynolds, AICP, Planner III,
at 727-562-4836 You can access zomng mformatIOn for parcels wIthm the CIty through our
websIte www clearwater-fl com
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September 28, 2004
Housh Ghovaee, Page Three
CynthIa H Tarapam, AICP
Plannmg DIrector
S \Planmng Departmenf\C D B\FLEX\lnactlVe or Finished ApplrcatlOns\Betty Lane 1410 (C) 9 21 04 CDS - ApprovetABetty Lane 1410
Development Order September 28, 2004 doc
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LEGAL DESCRIPTION
LOT 27, BLOCK A, STEVENSON'S HEIGHT, AS RECORDED IN PLAT
BOOK 34., PAGE 13, OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
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FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE (B.F.L11) PER FLOOD INSURANCE RATE MAP 12103C 0106G
MAP REVISED: 09/03/03
SURVEY INFORMATION PROVIDED BY A SIGNED 8c SEALED SURVEY BY:
GORDON F. KILLION, PLS II 3138
DATED: 04./30/04.
SECTION 10., TOWNSHIP 29 S, RANGE15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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SITE DATA
-- 411II "I""""IV--____. .l. __ ....~4
EXISTING (E) PROPOSED (p) REQUIRED
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ZONING:
COMMERCIAL COMMERCIAL COMMERCIAL
LAND USE: GENERAL GENERAL GENERAL
SELF SERVICE CAR WASH
VACANT CAR WASH
USAGE: (LIMITED VEHICLE SVC) (LIMITED VEHICLE SVC)
10,176 S.F. 10,176 S.F.
LOT AREA: 0.23 AC 10,000 S.F.
0.23 AC
BUILDING COVERAGE: 0 1,334. S.F. N/A
(S.F. &: % OF GROSS SITE) 13%
GROSS FLOOR AREA (S.F.): 0 1,334 S.F. 0.55
F.A.R.: 0.13
FRONT: --- 20' TO BLDG. (~ 15' -25'
8' TO DUMPSTER N)
BLDG. 38' TO BLDG. (S)
SETBACKS: SIDE: --- 5' TO AIR VACUUM 0'-10'
9' TO EDGE OF PVMT.
BLDG. HEIGHT: --- 12' 25'-50'
PAVED VEHICULAR USE AREA: --- 3,510 S.F. N/A
(V.U.A.)
IMPERVIOUS SURF ACE RATIO: 4,964 S.F. 0.95
--- 0.49
(I.S.R. )
OPEN SPACE: 100" 5,212 S.F. 5%
(S.F. 8c % OF GROSS SITE) 51 "
PARKING LOT INTERIOR LANDSCAPING: --- N/A N/A
(S.F. &: % OF V.U.A.)
PARKING: 0 3 7
PARKING CALCULATIONS: 5 PKG SPACES PER 1,000 S.F. GFA 1,334. S.F.x5 PER 1,000 = 7
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LEGEND
EXIST. ELEVATION
EXIST. CONTOUR
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POINT OF CONNECTION
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BACKf LOW Pf~EVEN liON DEVICE
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I NES Comm.: 0456 I
I Drawn By: I.B. I
I Checked By: H.G. I
Issue Date: 08/16/04
Revisions:
No. Date Oescri tion
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INDEX OF SHEETS ,
:
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C1.1 CIVil SITE DATA \::J:
, ,; "
C1.2 CIVil SITE SPECIFICATIONS c' iJ' 1(1)
I ,.' Je:(
C2.1 NOT USED , \ s
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"I'
C3.1 STAKING SITE PLAN '-'~~lJ
-_._~.-
C4.1 GRADING, DRAINAGE AND ." --'-~ 1.0
<C 1.0
UTiliTIES SITE PLAN ......
(.) ClI')
c:c ClI')
C5.1 CIVil SITE DETAilS 0::: <t
l- e
C:C' W -
C5.2 CIVil SITE DETAilS 0::
l1_1 LANDSCAPE SITE PLAN C ~w9
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l1.2 lANDSCAPE DETAilS AND I-
-
SPECIFICATIONS en 0:: ~....
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OR\GlNAl 1")(.) ... (.)
SITE PLAN ASOVE't".3~
CASE * f:-t-f) if ., 0
CASE lYPE
ORe DATE J"'i r .... t) l(
COB DATE 9....2.,,( - 6 L/
SIGNATURE 1'1 tf1V'
DATE 9~';LP.;OI(
filE COPl
1ll1S DRAWING IS AN INSTRUMENT OF SERVICE AND stWJ. REMAIN lllE PROPERlY Of'lllE
ENGINEER, Ail!> SHALL NOT BE REPRODUCED, PUBUSHED OR USED IN Nf( ~ ",mour
lllE CONSENf OF lifE ENGINEER. Q:OPYRIGHT 2004 t-lOT PVQUSt1ED
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~ Ci( f>~ AV&;;~2~+ .... C1.1
ARHIUR R. PATAK, P.E., #44894.. '.. ';~~:''''~lSiY---',.:. ,
COPIES OF THESE PLANS ARE NOT VAUD UNlESS" ' f) ,
EMBOSSED WITH THE SIGNING ENGINEER'S: s~. . ~('(.. "
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THE DRAWING AND DESIGN SHOWN
ARE THE PROPERTY OF THE ARCHITIlCT
AND ARE NOT TO BE COPIED IN WHOLE
Q~.PART WITHOUT SIGNEDWR1'I1l!N
l;vNSENT OF THE ARCHITIlCT.
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BUILDING
ELEVATIONS
AND
FLOOR PLAN
DRAWN BY:
G.W.
CHECKED BY:
R.D.
fiN, flOa<
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JOB #
187-04
DATE:
8/24/04
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f~OOR P~,AN
S.W.F.W.M.D./ EROSION CONTROL NOTES
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF All WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTity
IN PARTS OFF SITE.
4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHAll BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. All DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN. WITH OTHER EXISTING SITE IMPROVEMENTS
SHALL BE THE RESPONSIBILIty OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT
OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER
SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR
UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS,
FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES
WHICH SHAlL BE REPAIRED OR REINSTAlLED AS INCIDENTAL TO THE COST OF WORK SHOWN
HEREUNDER. IT SHALL BE THE RESPONSIBILIty OF THE CONTRACTOR TO RESOLVE ANY
CONFLICTS PRIOR TO AWARD OF THE CONTRACT.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
400-4 & 400-40 FAC. CAN RESULT IN A PENALty NOT TO EXCEED S10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILIty
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN lWlCE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RffiNTlON
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE 'THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM. AS DEEMED NECESSARY AND NO LESS THAN lWlCE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILIty NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE. OIl, GREASE, CHEMICALS, ETC.
THE POND 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 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 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 INSTAWNG
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 WARRANty 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 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.
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 RESPONSIBILIty TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4- TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
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CLEARING AND GRUBBING NOTES (CON'T)
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S 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 WETU\NDS.
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-l10 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 0-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHAlL BE PER ASTM 02241-89.
7. ALL FITTINGS 2" AND SMAllER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE tyPE 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 UTILIty 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 IRRIGATION 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 COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VAlVES SHAll REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND, ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORM!!:CJ TESTS.
2. NEW WATER MAINS
AFTER COMPLETION OF INSTAUATlON 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 & LATERALS 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, SDR 35. INSTAUATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPEUNES 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
"FORCEMAH~".
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 DJ.P. ARE TO BE POLYLINED 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 EXFlURATION TEST ON All GRAVIty SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION
MAXIMUM AllOWABLE LEAKAGE RATE: 100 GPO PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBIUty.
3. All FORCE MAINS SHAll BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILIty.
WATER/SEWER CLEARANCE REQUIREMENTS
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 EQUIDISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY lWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE nEUUIHEMEN IS (CON'T)
A. THE SEWER SHAll BE ENCASED IN CONCRET E 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
BACKFIWNG; 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
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
BACKFIWNG.
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 TREATED LIKE A SANITARY SEWER, AND A 10 FEET
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 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 10 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
ELEVATlON(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURf 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 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 lWELVE (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" lIMEROCK BASE COMPACTED TO 98" OF
MAXIMUM DENSity, ON SUB-BASE COMPACTED TO 98" OF MAXIMUM
DENSITY PER AASHTO T-180.
7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNty RIGHT-OF-WAY
MUST MEET THE FOLLOWING CRITERIA: ~PHALTIC CONCRETE: 3-INCH (PC-1),
BASE: 10.5-INCH FOOT CERTIFIED COMPACTED TO 98" MAXIMUM DENSity
AS DffiRMINED BY MSHTO T-18D. SUBBASE: 12-INCH STABILIZED TO 40 LBR
AND COMPACTED TO 98" MAXIMUM DENSity AS DETERMINED BY
AASHTO T-180.
PINELLAS COUNTY RIGHT OF WAY NOTES
1. ALL R.O.W. INSTALlATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAl
2. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINEllAS COUNty lAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES. AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
3. SIGNS AND BARRICADES SHAlL BE IN ACCORDANCE WITH THE US DEPARTMENT
OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN STANDARDS" INDEXES
600 THROUGH 670 (LATEST EDITIONS).
4. INSTALlATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS AlLOWED.
5. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(100").
6. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100" OF MAXIMUM
DENSity AND SODDED.
7. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINEllAS COUNTY HIGHWAY DEPARTMENT, SHAlL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINEllAS COUNty
HIGHWAY DEPARTMENT.
8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT All TIMES.
9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWAlKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL.
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
10. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
Will BE REMOVED FROM THE JOB SITE DAILY. ' ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
11. SIGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE
INDEXES 600 THRU 605 ROADWAY & TRAFFIC DESIGN STANDARDS.
PINELLAS COUNTY RIGHT OF WAY NOTES (CON'T)
12. SAW CUT EXISTING EDGE -OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
12. DISTURBED AREA WITHIN THE RIGHT OF WAY Will BE COMPACTED TO 100" OF
MAXIMUM DENSity AND SODDED.
1 3. 00 NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELlAS COUNty HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
14. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT All DITCH CROSSINGS.
15. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS
COUNty TRAFFIC OMS ION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
16. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY
ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT.
17. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 515.
18. EROSION CONTROL AND SHOULDER SODDING SHAll CONFORM TO FOOT INDEX # 1 04 &
105.
19. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FOOT INDEX' 604 OR OTHER
AS APPLICABLE.
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 BUILOING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
ClASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST ClASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALIty AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILIty TO PROTECT THE EXISTING BUILDING(S)
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR 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 OWER 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 RESPONSIBILIty
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 LIMITED 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 LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURity WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILIty TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, Atf:f
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 RffiNTION 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 UTlLlrlES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN
IN PINEllAS COUNty lAND DEVELOPMENT, ZONING AND / OR RELATED ORDINANCES.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PlANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILIty COMPANIES, IN ORDER TO 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 VICINity OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPEC1E.D PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR.S RESPONSIBILIty TO BECOME FAMILIAR WITH THE PERMI r
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
All REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORI<
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFill MATERIAL SHAll BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFill SHALL BE COMPACTED TO 100" MAXIMUM DENSity AS
DETERMINED BY AASHTO T -99
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO 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 mOSION WORK REQUIRED, Will BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPFNSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS nlGlNEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHAlT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENCINEER 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 00 NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. mE 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 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 SECURity (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 SEWE~, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR IS 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 10 THESE PlANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENiErc"j. - -,'-,.-.- .,',"-" --
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECE ,~ "..
WRITTEN APPROVAl FROM THE ENGINEER. L-- !j
I' ~<-.
.
27. SIGNS, BUFFER WALlS & FENCES ARE SUBJECT TO SEPARATE SU8MITTAL(S) AND 1----1':.:'::.,:. ,."
PERMITTING. DEVIATIONS SHAll RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. i 1~r.1)J I
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I NES Comma: 0456. I
I Drawn By: loB. I
Checked By: H.G.
Issue Date: 08/16/04
Revisions:
No. Date Descri tion
z
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10 0 5 10 20 C) ~ (.)
1. EXISTING ABOVEGROUND UTILITY FACILITIES
IN THE PUBILIC RIGHT-OF-WAY BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THE PROPERTY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2. PINELLAS COUNTY UTILITIES WILL PROVIDE
WATER TAP, SET THE WATER METER AND A
B.F.P.D. IF APPLICABLE. APPLICANT IS
RESPONSIBLE FOR ALL ASSOCIATED FEES
AND ALL OTHER INSTALLATION FEES.
3. FIRE DEPARTMENT CONNECTIONS SHALL BE
IDENTIFIED BY A SIGN THAT STATES "NO PARKING,
FIRE DEPARTMENT CONNECTION". THIS SIGNAGE
SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA
DEPARTMENT OF TRANSPORTATION STANDARDS FOR
INFORMATION SIGNAGE AND BE MAINTAINED WITH A
CLEARANCE OF 7-1/2 FEET IN FRONT OF AND TO
THE SIDES OF APPLIANCE AS PER FLORIDA FIRE
PREVENTION CODE, 2001 EDITION, MODIFICATION
TO SECTION 3-5.6 OF NFPA.
': , '.' (\, ~
mlS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALl REMAIN 1ttt JPROPEmY QF: .THE
ENGINEER, AND SIW..L NOT BE REPRODUCED, PUBUSHED. OR us. ,ED, IN,. Ntf," WAY,' wrtHOof",' , '. .
mE CONSENT OF mE ENGINEER. (CX:OPYRIGHT,2~'''NOT_PO~,
--e ,- i .... /' :....
hon- AUG,2!:ZGor '
\ ~& u. E. #448~./j' · .."" .'
COPIES OF lHESE NOT VAUD' UNLESS, , <. '.
EMBOSSED WITH ENGINEER'S, s!Al' , ~i \ ~. ., ;." .
" ..e.c."'." ,.'"
C4.1
J
L______q ,,___ .,
PLN,',;!
""Vl--tOPMENT
:E:S
(-:i.
-q
3'-1-
TOP ELEV. 8.0
!I
NON T~C GRATE
ELEV.7.50
GREASE SKIMMER
(SEE DETAIL)
BOTTOM OF SLOT
ELEV.7.0
rD D ~~rr 8"
4: 1 SIDE SLOPE
BOTTOM
ELEV. 6.50
~TD: BASED SOD
SIDES &: BOTTOM
15" RCP
INY. ELEV.4.7
RETENTION BASIN DETAIL
N.T.S.
6" UNDERDRAlN
INY. ELEV.5.S0
6"
r 12" ~
GREASE BAFFLE TO BE
1/4" THICK AlUMINUM
w/STAlNLESS STEEL ANCHORS
CONTROL STRUCTURE
N.T.S.
SLOT & GREASE
BAFFLE DET AL
N.T.S.
SEE PlAN
P/l
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
&: BASE
NEW SURFACE
PlACE SOl> 1/2.
BELOW PAVEllENT
AN. GRADE PRIOR
TO SODDING
POSmVE DRAINAGE (4:1 MAX)
MEET EX.
.., ,''''^' , """'~ COMPACTED GROUND
PLACE SOD 1/2-
BELOW PAVEMENT
FlN. GRADE PRIOR
TO SODDING
.,.--- POSITIVE DRAINAGE
"'~'W^'WH~"'H^~ COMPACTED GROUND
SEE PlAN
P/L
PLACEM:NT OF
SOD AT PAVEMENT
N.T.S.
EXIST. BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSmON DET AL
N.T.S.
PlACE SOD 1/2.
BELOW PAVEMENT
AN. GRADE PRIOR
TO SODDING
POSm\IE DRAINAGE (4:1 MAX)
MEET EX.
NOTE: SILT FENCE SHAll. NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF ALL OVER
THE LOWER LIP OF
THE BARRICADE.
OPTIONAl
POST
POSmON
COMPACTED GROUND
GROUND TRANSITION
AT THE PROPERTY UNE
N.T.S.
3" lYPE PC-l
ASPHAlT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
6' MAX.
SILT
flOW
1I11=-~III1='! ::1111:::::1111=1111:::::1111:::::
SL T BARRER DETAIL
N.T.S.
ASPHALT 0 1/4-
PER FT. MIN.
EXCEPT AS NOTED
l1T1U1Y WITlflN 5' OF BlDG.
BY PLUMBING CONTRACTOR.
ANAL CONNECTION BY PlUMBING
CONTRACTOR UNLESS O1llERWISE
COORDlNAlm BY THE G.C.
ROOF DRAIN
AN. GROUND
NEW BLDG.
Flll GROUND AROUND
BLDG. TO 3- BELOW
AN. flOOR ElEVATION
&: SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2"
lIMEROCK BASE
F.D.O.T. CERTlFlED
COMPACTED TO
98" MAX. DENSllY
! unUTY (i.e. SANITARY
SEWER, WATER SERVICE,
ARiE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
..'W
..-!
SUBBASE
COMPACTED TO
98" MAX. DENSllY
IN R.O.W_ SECTION
N.T.S.
ON SITE
PARK~G & DRIVEWAY SECTION
N.T.S.
UTUTY CONtECTION
AT ALL BULDINGS
N.T.S.
GROlHl PREPARATION
AT ALL BULDINGS
N.T.S.
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. lYPE S-3.
3. BASE MATERIAL SHAll BE PLACED IN 6" COMPACTED LAYERS
TO 98" OF MAXIMUM DENSllY AS DETERMINED BY AASHTO
T -180 LAB REPORTS ARE REQUIRED.
4. BACKfilL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 100" OF MAXIMUM DENSllY AS DETERMINED BY
AASHTO T -99, LAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
~
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HANDICAP PARKING STRPING DETAIL
NT~
FlNISH GRADE TO
1- BELOW
EDGE OF WAlK
MEDIUM BROOM
FlNISH CONC. WAlK
EXPANSION JOINT
1-1/2- RADIUS
VERTICAl CURB
PAVING
~ MEDIUM BROOM
FINISH CONC. WAlK
r FlNISH GRADE TO
1" BELOW
EDGE OF WAlK
2' IIVEl '
SHOUUlER VARIES (SEE PLAN) ~
IIIII:I_~;'~~~J~ 4;~~':'. ~;I LII:II I
- IIII3111=.::: 111==1111- _.
~ COMPACTED FlLL OR
UNDISTURBED SOIL
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NE"AREST 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.
SANITARY SEWER
CLEAN-OUT DETAIL
N.T.S.
CONCRETE WALK DET AL
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 ACCESSIBILlIlY
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
1-1/2"R
BLUE
BACKGROUND
.
IX)
PARKIG BY
DISABLED
PERMT
ON.. Y
WHITE
BACKGROUND
1" SERIES "c"
lETTERS
1/2- BLACK
BORDER
'.5-
,"
,"
,"
1.5"
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
3" 6"
FTP - 18
WHITE .
BACKGROUND co
$255 FIE
F.8. 318.14
.'''!'
2-
H
RETENTION BASIN
r ROUGH GRADE
~., STORM PIPE(S)
DIRECTED TO
RETENTION BASIN
... tJ}
en.
POSITION CONTROL STRUCTURE
AT THE TOE OF SLOPE
DISCHARGE PIPE
,
J
GREASE SKIMMER
BOTTOM
, PLACE EROSION &: SILTATION CONTROL SEE SHEET C1.2
AND PLANS.
2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN
WITH PIPES.
3 CONSTRUCT OUTFAll STRUCTURE AND DISCHARGE PIPE.
4 PLACE GREASE SKIMMER.
5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S).
RETENTION BASIN I UNDERDRA~ DET AL (1)
N.T.S.
RETENTION BASIN
TOP OF
BANK
.~
..
RETENTION BASIN
18' OPENING
TOP
TRENCH WAll
POST OPTIONS:
2"x4" OR 2.S-DIAM.
WOOD: 1.33l8S./FT.
MIN. STEEL
FlLTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAl
EXIST.
GROUND
PROJECTED SIOESlOPE
AND BOTTOM OF
RETENTION BASIN ~ ./
BOT. L ./
//^N~< SEE UNOERDRAIN
> DETAIL FOR EXCAVATE
~ DIMENSIONS) TRENCH
~ BOTTOM OF TRENCH ~
~ >-
"//^,v/^,v/^,v/^,v/^,v/^'v//0
PRINCIPAl POST
POSITION, CANTED
20" TOWARD flOW
FlLTER FABRIC
EXIST.
GROUND
SIGN 8PECFlCATIONS
1. lB"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.D.A.
REQUIREMENTS
HANDICAPPED PAVEMENT SYMBa.
N.T.S.
HANDICAP PARK~G SIGN DETAL
N.T.S.
FINISHED
GROUND~
~~~~'j',f
, "DROP
SOCK
:::::~ ::8lTER\.4~:o.i~M.:'::' . ~~ 6"PVC
.:.:.:-:. J~EE:::S~~: ~.:.:.:.:.:.:.:. .;.:.:. UNDERDRAIN
FlLTER . .. .. . StlLCl.2 .......... 6 ...
FABRIC .......... .. ........... . .. .. ..... (SEE SPECS)
W/PERMEABIUlY COEF. L IMPERVIOUS MEMBRANE (30 MIL)
OF 0.20 CM/SEC AT ALL SIDES EXCEPT Af OPEN(NG.
(00 NOT PlACE MEMBRANE All SEAMS MUST BE WELDED
AT rnls OPENING) WATER TIGHT PER MANUFACTURER'S
RECOMMENDATION.
NOTE:
NEITHER #57 ROCK NOR FlLTER MEDIA SHAll BE COMPRISED
OF UMESTONE, lIMEROCK OR OTHER CAlCIUM CARBONATE
AGGREGATE. (SEE SPECIFICATIONS SHEET Cl.2)
1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION.
COMPACT BANKS, BERMS TO 95" OF MAX DENSITY.
2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAlN
AS REQUIRED.
DET AL (3)
N.T.S.
3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUNlD WATER
IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT
OF UNDERDRAlN. (A COPY OF SOIL REPORT MAY BE PROVIDED IF
REQUESTED /is SUPPlEMENTAL INFORMATION ONLY)
EB #5936
4 CONTACT N.E.S. FOR INSPECTION.
~
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DET AL (2)
N.T.S.
NES Comma: 0456
I Drawn By: loB. I
I Checked By: H.G. I
6"
SOUD
PVC
RETENTION BASIN
UNDERDRMN ClEAN-OUT
./18"xlS'x4" CONC. COUAR
flUSH AT SIDE SLOPE.
TOP OF
BANK
\ r:::,,"//^'v/^,
a;. !G1
{:::-
"II COMPACTED
Ilf APPROVED Flll
~6- SOLID PVC
w 90" LONG
EEP ELBOW
CONNECT MEMBRANE
TO 6WC WATER nGHT
(SEE U.S.!.)
6-PVC
UNDERDRAIN
CONNECT 6'PVC
UD TO CONTROL
STRUCTURE:
IMPERVIOUS
MEMBRANE TO
IBE WATER TIGHT
o UNDERDRAlN
6"PVC
LONG
RADIUS
BEND
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
BOTTOM
OF BASIN 1
//"~'::,,/..'l',~.......:' '.:\.
CONNECTION TO
BE WATER TIGHT
o MEMBRANE
Issue Date: 08/16/04
Revisions:
No. Date Descri tion
FlLTER
FABRIC
BOTTOM OF
RETENTION BASIN
1M/PERVIOUS MEMBRANE
w WATER TIGHT SEAMS
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
NOTES:
1. PROVIDE S.xS.x4.
THICK CONe. SlAB
. ALL EMERGENCY EXns.
2. CONFORM TO NJCNE
DETAIL R)R PlACING
WAU<S AT THE BLDGS.
L IMPERVIOUS
MEMBRANE
UNDERDRAIN CLEAN-OUT
N.T.S.
UNDERDRAIN SYSTEM ISOMETRIC (U.S.I.)
N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
3/4" SAMPLING
COCK
1 8" MIN. VERl1CAL CLEARANCE
,
<D
SAMPUNG
ARRANGEMENT
INSTAll 2'" PLUG
(AFTER REMOVAl
OF SAMPIJNG
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAlMPlING
TO BE PER
PINELlAS 'COUNTY
HEALTH DEPT.
ENGINEERING DIV.
CLWTR. OFFICE
538-7277
GRADE
"10' !y_ - -----'.
~ ~ m...~~ :::P. IS usllN PLACE OF P.V.C.
FOR A MIN. OF 10' E"ACH WAY
+ FROM Cl OF WATER MAIN WHEN
THE VERTICAL CLEARANCE BEl'WEEN
I WATER a: SEWER MAINS IS 18" OR LESS.
18" OR MORE VERTICAL CL. I
~~Y;W$W~
P.V.C. OR V.C.P. "Itnr.
SAN. SEWER GRAvnY MAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVllY
MAIN IS NOT PERMITTED.
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
OR EQUAL
6" PVC
:J:
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GRADE
1. .-.- - -;:1---'
. .
co~
~WATER MAIN .., ~
+ 10' MIN. :;$-
HORIZONTAL ClEARANCE
STORM SEWER +
OR SAN. SEWER
GRAVI1Y MAIN
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
&: 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWAlKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DET AL
N.T.S.
8" MIN. CONC.
ENCASEMENT
6" PVC 1/12 BEND
6" WYE
PLUG
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
6"x4" REDUCER
(IF REQUIRED)
BLOW-oFF &
SAMPLING POINT
N.T.S.
W A TEA MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
FLUSH CURB
RAMP DETAIL
N.T.S.
CI)
...I
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w
c
w
I-
-
CI)
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CURB
FLUSH CURB
GAlVANIZED METAL
SIGN POST WITH 3/B"
HOLES DRIllED
ON 1- CENTERS
It)
It)
to-
~
~
<C
C
-
D::
C5.1
HANDICAP RAMP DET AL
N.T.S.
THIS DRAWING IS ~ INSTRUMENT OF SERVICE AND SIWl. RElWNjniE.~! Qi:!','JiE",
ENGINEER, ~D SHAlL NOT BE REPRODUCED, PUBUSHED OR, usm "m, I\I'fT W^Yol.~,' ,
THE CONSENT OF THE ENGINEER. ClCOPYRICHT.~.' 'Not,rll.QlEi)')
~ CjJt2~' ,.'.~':,.~. .".;,.i~.~:~:;C..
, .,." '"'.r,r,J,,:,'n,, t... '~!""'~,',':', ",e.;,'"
. .. .' ." '.' ." :.- Ii',', ,<': j, i ',_ "~ .' .. '.,,'; , '- "-_ ,l .
, , ,'." ., .jtl :lbz'J:.,,,,j , '
, .\, ,',~\Jui: i, .MN.:
ARTHU PAT P.E...'.4.489i.--,;,," "'~~:
COPIES OF THESt PrAAs ARE NOT VAUD UNLES$- 11;'\1, ->':.
EMBOSSED WITH', Tj:Ii,,~iG~~ ENGINE ' SE)L.i t: ,1-\ : ~ ~:. .}::
:3000 PSI CONC.
.
v
N
12"
SIGN POST DET AL
N.T.S.
t..
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~--- -,.......~,
PtP,n,l\HG &
1 SEP.\
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10' -8'
4'
Min.
18' Min.
24' Mo.x.
4'-8"
..
l: dla. Steel
bollards
cone. FIlled
a-
--,1
I I
I . I
o I
I I
I . :
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swing go te
<typ.)
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<typ)..,. .\
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12'
clearance Min.
00
o
PLAN
t:L.L.S.
drop pin
hole <typ.)
6'
Tie beaM with
2-#5 rebar
continuous
6' dla. Steel
bollards
cone. FIlled (typ.)
-----:::;l
. "
-0
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,,~
g-o.
in
o
10'-8"
L 6' conc. Slab
12'
clearan e · ,,-
;{, /
---/------
12'
clearance
Min.
..
Swing gate
(typJ
-
12'
clearance Min.
I
4' I
min. I
L~
1-#5 at 4'
drop center
pin
<typ.)
ode
o
00 pin hole J
PLAN Drop
(typ.)
t:L.L.S.
.., 12' .-1
- clearance
Min.
Gr
REV.
TIe beam with
2-15 rebar continuous
12'
.. clearance
Min.
8'x 16' concrete
footing
wI 2- #5 rebar <typ.)
3000 p.s.l. concrete slab
with fiber Mesh reinforcing
- Monolithic, Mln 6'
thickness, 6'x6' I 10xl0
"':I,/.r.
drop pin
(typ.)
1-15 at 4' center
6'
gate (typ.)
ELEV A TI ON
N.T.S.
CITY or CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
Gracie
3000 p.s.l. Concrete slab with fiber Mesh reinforcing -
Monolithic, Mln 6' thickness, 6'x6'/ 10xl0 w.'I,/.F.
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
B'x16' concrete footing w/ 2- #5 continuous
rebar <typ.)
ELEVA TION
t:L.L.S.
DRAWN BY D"'E
E.A. 11/01
4/1/02 R"". Not. R.o. atEa<ED BY INDEX NO.
0.11. 101
REV. DAlE DESCRlPlKlN N'P. DESIGNED BY 2Uf'J
P.H.
4/1/02
DAlE
DRAWN BY
E.A.
CHEa<ED BY
0.11.
DESlGtlEO BY
P.H.
DillE
11/01
INDEX NO.
701
'Uf'J
R"". Not.
R.o.
N'P.
DUMPSTER ENCLOSURE
SINGLE
DESCRlPlKlN
SETTING
TYPICAL FIRE HYDRANT
Hydro.nt AsseMbly
(Typ.)
,.
/YnlVe
~
Box
I Mech. Joint Yntve
Connecting Piece W/lntegrnllY/
Co.st Mech. Joint Glo.nd on "y
one End- D,I, Roto. to.ble Mech,
Joint Glo.nd on Other End.
4'
III ::::111='::111 ::::
6"x6"x#10
W.W.M.
1.12"1
>--6"
E~~_-;-~__/~ "\
, ~-'-__........"'---4-____""'" 3000 PSI
II 1=:111=::1 I[=.: CONCRETE
112"'1
2'
n.t.s.
OPENING IN CURB
(SEE CURB ENDING
DETAil)
ONL Y APPROVED
CURB
-I
Kennedy Guo.rdlo.n No,
Muller Centurlo.n No.
U.S. Pipe Metropollto.n
K -81A
A-423
/Yntve Box
SECTION
N.T.S.
A, - A,
,~
PAVEMENT
t:
~
..
\0
I
,
(\J
To.pplng Sleeve g. Vo.lve
By CIty, Fee by
Owner or Contro.ctor
'- Exist. '1,/0. ter Mo.ln
'-Restro.lnlng Joint <Typ.)
NOTESI
1. All Fire Hydro.nts to ho.ve 5 114' Vo.lve Seo.t.
2, See Index tt 407 for Jo.ck g. Bore Deto.lls.
REV. DAlE
FLUME DET AIL
SECTION
N.T.S.
Az - Az
N.T.S.
DESCRlPlKlN
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRA liON
ENGINEERING
TYPICAL HYDRANT
SETTING
APPING SLEEVE a. VAL V
DESIGNED BY BY CITY
REIlRIIWN BY
B.V.D.
CHEa<ED BY
DAlE
05/19/93
~~o.
N'P.
4 DF 4
NOTES:
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (8-x8-)(16-). Materials used should be consistent
with those used In the construction of and architectural st)ie of
the principal bundlng. (Section 3-802 Materials)
b.) Existing: maximum 6'-0' high replacement materials can be
made of the same materials as long as they are made of
approved opaque material.
CONCRETE MASONRY WALL CONSmUCTlON
..
J
Materials. construction and quantity control of masonry sholl be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied os specified in UBC. Section 2404 (f).
during grouted masonry work.
1. All reinforcing steel sholl be deformed bars conforming to ASTM A-615.
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell. and shall be held In position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core. it shall not be sloped
more than one horizontal In six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16" o.c..
2.) FOOTINGS
8-x16- concrete w/2- 15 continuous rebar Imbedded.
3.) CONCRETE SLAB
Monolithic, min. 6- thickness w/lmbedded 6-x6- / 10x10 welded
wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing.
4. Hollow Load-bearing Concrete Masonry Units sholl be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1.900
PSI.
... \I}
".
4.) CONCRETE FILLED CELLS
With 1-15 vertical rebar tied to footer steel at each comer and
every 4' O.C.
5. Mortar shall be type M or S. In accordance with AS1M C-270. Place all
masonry In running bond with 3/8- mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertlcol.
6. Coarse grout shall conform to ASTM C-476. with a maximum aggregate size
of 3/8-, 8- to 10- slump, and a minimum compressive strength of 2.500 PSI at
28 days.
5.) GATES
Constructed of min. 1-1/2- diameter galvanized tubular steel
w/prlvacy-type slats Inserted In galvanized steel mesh fabric,
hinge-mounted on min. 3- diameter galvanized steel post.
(Gates and post constructed and Installed per applicable building
code by licensed fence contractor).
7. Minimum 3- X 3- c1ean,,;,out holes (sow-cut) ore required at the bottom course
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry Inspection-provided In accordance with ACI 531-4.6. and before
grouting.
6.) DROP PIN
1/2- dla. 18- long metal rod gate latch. Provide 3/4- dla. hole
6- Into concrete for rods. In asphalt provide a 3/4" P.V.C.
sleeve. 6- long. or equal.
8. Prior to grouting. the grout space sholl be clean. with no mortar projections
greater the ~-. mortar droppings or other foreign material. All cells shall be In
vertical alignment, and shall solidly be filled with coarse grout as specified.
9. During placing. grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of the
middle bond beam masonry.
.~
II.
7.) SOIL
son bearing capacity to be at least 2.500 P.S.F.
CITY OF" CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
,
REV.
4/11/02
DAlE
ORA"" BY
E.A.
QECKED BY
D.N.
DESIGNED BY
P.H.
DAlE
11/01
INDEX NO.
701
]Uf']
R"". Nolea
R.O.
DUUPSTER ENCI nC::llg~
NOTES
DESCRlPnON
APP.
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ENGINEER. mo SIW.l. NOT BE REPRODUCED. PUBUSHID OR USED IN ANYW~,nWllftOUT
TllE CONSENT OF lHE ENGINEER. CC>COPYRIGHT 2004 ,NO!. P\Jm.tSHID
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ARTHUR R. PATAK, P.E., #44894.. " '.' . '"v
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78 0 Ilex cornuta. 'Dwo.rf Burford' Dwo.rf Burford holly DB 3-Go.l)15"x15"
6 0 Quercus I I I Southern live Oo.k QV 2 1/2"-Co.l)10'ht
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BUTLER'S NURSERY, INQ;*
7011 76TH. ST. N. PINELLA8 PARK. FL 33781
PH.8(727)644-0446 FAX.e(727UU1-6027
E-MAIL.BUTLERSNURSERY?M8N.COM
L1.1
DRAWN BY. R. BELKO CHECKED BY. C. BUTLER
,..
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.
O. 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.
1 o. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGATION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RIBUTION 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.
::E
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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.
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.
"-
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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.
...
'.....
,..
IRRIGA TION NOTES ICONTINUEDI
1J~~~ ~ ~~~(UJ[gj ~[L~~1J~~~ [Q)~1J ~~[L~
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GA TION 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.
3" Minimum Mulch
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.
, ,I, 3" Soil Saucer
. :1, I !IIJilL'<1 !I"'j II' 'ii'
I II Ill. -II I. .111 . ' , ',.:, '~-;' !~.' ,",.,.. Remove Container
I Ill. III : 6 ':!II::JI!:;II' From Rootball
'II Iii . " ' 'I.'-jil"
ii, i Mm,. 6" Min. .' . I Planting Soil Mixture
:! I!' . '.., .' '.' .,.... ,i 1:1
1::111..111::--1 I i~::11 !:.I i 1-1 ! \:1 ! I.
I! ,'.i I F;~IIII i [;111:.1 1 i. ;;11 L:i Existing Soil
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.
SHRUB PLANTING DETAIL
N.T.S.
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.
CROWN SPREAD
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I
CONCRffi CURBING
ASPHAlT PAVEMENT I
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
XERISCAPING
For Cabbage Palm Installation:
Trim All Fronds at TIme
of Digging and Planting
for Washi~on Palm Installation:
Leave inSIde row of fronds
Tie up with biodegradable twine
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
1:
0'
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2
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3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
..
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4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
For Cabbage Palms:
All Trunks to be Smooth and
All Bum Mam Brushed Away
For Washington Palms:
Leave all boots on trunk
2 Layers Bur1ap Pad at
Support Contact - No
Nails in tree Wood
Wire TIe
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 Shape.
3/4- - 2 Ply Reinforced
Rubber or Plastic Hose
White SlIrveyor' s Tagging
Tope, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree an~
Set At A 45. Angle With 3- , 68
Duckbill Anchors Or Equal
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
TREE STAKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U_A_
N.T.S.
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
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2" x 4- Brace (Yellow Pine)
Space Three at 120" Typical
Remove after one growing season.
2" x 4' Stake (Yellow Pine)
Three Feet Long
Remove after one growing season.
Saucer Rim
Finish Grade
5., ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CI'PING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
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6, THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
3" Minimum Mulch
Rootball~ 16" Minimum
Radius tram Trunk
PALM STAKING & PLANTING DETAL
N.T.S.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
Provide a minimum 5'x10'
unobstructed planting area
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SlIrveyor's Togging
Tope, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 1\round Tree and
Set At A 450Angle With 3- # 68
Duckbill Anchors Or Equal
Remove after one growing season.
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.
1J~~~ [gj~~~~(G~[Q)~ [Q)~1J ~~[L~
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
BUR LAPPED TREES. THE FIRST 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 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.
6' - 8'
~- X 4- Horizontal Woad
Members or
-:~~-,Ap,l= ~~~ ~:~c:'.
, " .. ,'. . ,.',. " . Wood Stokes
... '_,.,..
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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.
1----:
Barriers Placed at Protective Radius
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.
.
.
.
2/3rd's drlpllne for hardwoods 16'mlnl
full drlpllne for pines 16'mlnl
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.
TREE BARRICADE DETAIL
N.T.S.
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.
....
.....
HARDWOODS
A : 3'x2"x2"
B : 12"
C : 4'-5'
D : 1"x2"
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N.T.S.
PINES
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I Checked By: H.G. I
Issue Date: 08/16/04
Revisions:
No. Date Descri tion
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TIllS DRAWING IS AN MOO 0Ii.~~~ . ~D l$HAl1, RBWN THE PROPERTY OF, THE
ENGINEER, AND SIW.L :r BE REPROOUCEI4J>OSUSHm OR USED IN Nff WAY WITl1OIJ1"
TIlE CONSENT OF TIlE ENGINEER:..... CCOPYRIGH1' 2004 NOT pu~m
L1.2
Od. Ra#' AUG 24 2Oll~
ARTHUR R. PATAK. P .E.. #44894
COPIES OF THESE PLANS ARE NOT VAUD UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
-
LOCA TE IRRIGATION CONTROLLER
ON WALL NEAR POWER AND VALVES
IRRIGA TION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
C~UNTY 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 BElWEEN 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.
,
6 HIGH PRIVICY WALL
WITH STUCCO BOTH SIDES
S1027'43"E ~P) 120(P) 1 ( ) 16"CA88AGE 1S"CA88AGE
S 1012''') 20.02 M PALM PALM
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2' CURB AND GUTTER
EX. INLEY
TOP EL.8.44
THR EL.7.75
4.97 S
2.74 E
2.71 N
,
_L_
Et
BETTY LANE
C.R.355
... NOTE NET AFIM DRIP IRRIGATION
Irrigu tion Heuds T uble
Quuntity SYMbol Sprinkler Heuds
3 0 RAINBIRD 20B-ADJ SERIES 08 20B-ADJ ADJ
4 C9 RAINBIRD 1800 SERIES 10 Series trujectory 15 deg 090
15 e RAINBIRD 1800 SERIES 10 Series trujectory 15 deg 180
1 EB RAINBIRD 1800 SERIES 10 Series trujectory 15 deg 360
7 0 RAINBIRD T - BIRD SERIES T22-.65 PerforMunce ADJ
IRRIGA TION NOTES (CONTINUED)
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GA TION 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 ,:XISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAk
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE It 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 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 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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I Drawn By: I.B. I
Checked By: H.G.
Issue Date: 08/16/04
Revisions:
No. Date Descri tion
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BUTLER'S NURSERY, INC.
7011 76TH. ST. N. PlNELLAS PARK, FL. 88781
PH.8(727)64ot-0446 FAX.e(727)641-6027
E-MALo BUTLER8NURSERY7M8N.COM
I RI.1
DRAWN BY. R. BELKO
ctECKED BY. C. BUTLER
~