FLD2006-10055
FLD2006-10055
1260 COURT ST
METRO ARCHITECTS OFFICE
PLANNER OF RECORD: R T
ATLAS # 287B
ZONING: 0
LAND USE: RlOG
RECEIVED: 10/27/2006
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
CLEARWATER, FLORIDA
SITE PLANS
SECTION 15, TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
LEGAL DESCRIPTION
D ESCF~ I P TI ON:
LOTS 6, 7, 8, 20 AND THE WEST 1/2 OF LOT 21, AND LOT 45
AND
THE 'NEST 1/2 OF LOT 44, BLOCK 0, HIBISCUS GARDENS
ACCORDING
TO THE MAP OR PLAT THEREOF, AS RECORDED
IN PLAT BOOK 14, PAGES 55 - 59, OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA.
SUBJECT PROPERTY CONTAINS 0.41 ACRES, MORE OR LESS
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PROJECT
LOCATION
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SITE DATA
EXISnNG
PROPOSF1l
REQUIRED
LAND USE DESIGNA nON:
ZONING:
PARCEL 10:
R/OG R/OG
o 0
15/29/15/38584/015/0450. 15/29/15/38574/015/0060
TOTAL LOT AREA:
PROPOSED USED:
0.41 AC (17.860 SF)
0.41 AC (17.860 SF)
OFFlCE
10.000 SF (MIN)
WARNING
FlOOR AREA F~A no
PRESENT USE
IMPERVIOUS SURFACE RA no
BUILDING HElGI-fT:
o
VACANT
0.00
o
7.999 SF/O.45 FAR
OFFlCE
0.69
3 STORY OFFlCE
(33 FT)
0.50 FAR (MAX)
CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL"
1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING
OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS
0.75 (MAX)
30 FT (MAX)
TABLE
IMPERVIOUS SURFACE TOTAL (SF):
BUILDING (SF"):
VEHICULAR USE AREA (SF):
SIDEWAlK (SF):
OSF
OSF
OSF
OSF
12,301 SF /68.88"
3.058 SF
8.426 SF
817 SF
75X(MAX)
METRO ARCHITECTS, INC.
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
PHONE: (727) 461-5424
PHONE: (727) 461-4787
OPEN SPACE In
TOTAL :=
5.559 SF /31.12X
17.860 SF
25X(MIN)
17.860 SF
17.860 SF
SElBACKS:
FRONT (I"):
S1DE(W):
FRONT (S):
SIDE (El:
TO BLDG.
102.5 FT
4.8 FT
39.1 FT
5.2 FT
TO PARKING
2.4 FT
13.1 FT
15 FT
10.1 FT
25 FT (MIN)
20 FT (MIN)
25 FT (MIN)
20 FT (MIN)
NA
NA
NA
NA
PARKING:
o
24 (INCLUDING 2 HANDICAP)
3/1.000 SF
13825 ICOT Blvd, Suite 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
Gulf Coast Consulting, Inc.
Land Development Consulting
FlOOD ZONE X
PRo.ECT UES W1lHIN FlOOD ZONE X AS DEUNEA lED IN FEMA FlOOD INSURANCE RA 1E MAP.
COMMUNITY PANEL NUMBER 12103C0108H. INDEX DAlEO MAY 17. 2005.
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VICINITY MAP
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PROJECT
SHEET
DRAWING INDEX
TITLE
1
2
3
4
COVER SHEET
NOTES AND SPECIFICATIONS
HORIZONTAL CONTROL PLAN/EROSION CONTROL
PAVING, GRADING, & DRAINAGE/UTILITY PLAN/
TREE REMOVAL
DETAILS
DETAILS
DETAILS
STORMWA TER POLLUTION PREVENTION PLAN
5
6
7
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DAlS .27-oe
GENERAL CONSlRUCllON NOlES
1. ALL ElEVAllONS REFER TO THE NORTH AMERICAN VERllCAL DATUM 1988 (NAYO 88)
IN FEET AND ARE BASED ON PINElLAS COUNTY BENCH MARKS BAUDER W (ELEV 65.11)
AND 435 SRD (ELEV SS.39).
2. LOCA l1ONS, ELEVA l1ONS, AND DIMENSIONS OF EXIS11NG UllUllES, SlRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMAllON AVAILABLE
AT THE llME OF PREPARA l10N OF THESE PLANS. THE CONlRACTOR SHALL VERIFY
THE LOCAllONS, ELEVA11ONS, AND DIMENSIONS OF ALL EXIS11NG UllUllES,
SlRUCTURES AND OTHE~ FEATURES AFFECllNG THIS WORK PRIOR TO CONSlRUCllON.
3. THE CONlRACTOR SHAll. CHECK THE PLANS FOR CONFUCTS AND DISCREPANCIES
PRIOR TO CONSlRUCllON. THE CONTRACTOR SHALL NOllFY THE OWNER'S ENGINEER
OF ANY CONFUCTS OR DiSCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
4. THE CONlRACTOR SHAU. EXERCISE EXTREME CAUllON IN AREAS OF BURIED
UllUllES, AND SHALL PROVIDE AT LEAST 48 HOURS NOllCE TO THE VARIOUS
UllUTY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCAllONS OF EXlSllNG
UNDERGROUND UllUllE~;, IN ADVANCE OF CONSlRUCllON, BY CAWNG "SUNSHINE'"
AT 1-8QO--432-4nO. THE CONlRACTOR IS RESPONSIBLE FOR CONTACllNG ALL
UllUllES NOT INCLUDE[, IN THE "SUNSHINE" PROGRAM.
5. THE CONlRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXlSllNG
FAClUnE5, ABOVE OR BELOW GROUND, 'mAT MAY OCCUR AS A RESULT OF 'mE
WORK PERFORMED BY 1liE CONlRACTOR.
6. ALL UNDERGROUND UnUnES MUST BE IN PLACE AND lESTED OR INSPECTED PRIOR
TO BASE AND SURFACE CONSlRUCllON.
7. IT IS THE CONlRACTOR'S RESPONSlBIUTY TO BECOME FAMIUAR WITH THE PERMIT
AND INSPECllON REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONlRACTOR SHALL OElTAIN ALL NECESSARY PERMITS PRIOR TO CONSlRUCnON, AND
SCHEDULE INSPECllONS ACCORDING TO AGENCY INSlRUCllON.
8. ALL SPEClFlCA l10NS AND DOCUMENTS REFERRED TO SHALL BE OF LA TEST
REVISIONS AND/OR LATEST EDI11ON.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULA l10NS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING .lJRlSDICllON OVER THE WORK.
10. THE CONlRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLAllON MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONlRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPRO~ BY THE CONlRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
11. AT lEAST THREE (3) VtORKING DAYS PRIOR TO CONSlRUCllON, THE CONlRACTOR
SHALL NOllFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONlRACTOR'S NAME. STARllNG DATE.
PRo.ECTED SCHEDULE. AND OTHER INFORMA l10N AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOllFY1NG THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPlACEMENT AT THE CONlRACTOR'S
EXPENSE.
12. WORK PERFORMED UNDER THIS CONlRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONlRACTORS AND UllUTY COMPANIES.
IT WILL BE NECESSARY FOR THE CONlRACTOR TO COORDINATE AND SCHEDULE HIS
ACllV111ES, WHERE NECESSARY, WITH OTHER CONlRACTORS AND UllUTY
COMPANIES.
13. BACKFILL MATERIAL SH,~ 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 PA~, BACKFILL SHALL BE COMPACTED TO 98X MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-100.
14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE SlRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS. UNLESS OTHERWISE NOTED.
15. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASlM A615 GRADE OR
BETIER.
16. ALL PRIVATE AND PUBIJC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED
TO A CONDI11ON EQUAL TO OR BETTER THAN EXlSllNG CONDlllONS UNLESS
SPECIFICALLY EXEMPlfD BY THE PLANS. ADDI110NAL COSTS ARE INCIDENTAL TO
OTHER CONSlRUCllON AND NO EXTRA COMPENSA l10N IS TO BE ALLOWED.
17. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNllL A SAllSFACTORY STAND OF
GRAss. ACCEPTABLE ro THE REGULATORY AGENCY. ANY WASHOUTS. REGRADING.
RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE
PERFORMED BY THE CONlRACTOR, UNllL THE SYSTEM IS ACCEPTED FOR MAINTENANCE,
BY THE REGULATORY 'GENCY AND/OR OWNER.
18. CHAPTER n-153 OF .liE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOnFY
ALL GAS UllUllES A '..INIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVAllNG.
MAPS SHOW ONLY THE APPROXIMATE LOCA l10N OF GAS MAINS AND DO NOT SHOW
SERVICE UNES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE UNES IS BY AN ON-SITE INSPECllON BY THE RESPECllVE GAS
PERSONNEL THEREFORE. EXCAVATORS ARE INSlRUCTED TO TELEPHONE THE
RESPECllVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A
CONSlRUCllON AREA.
19. THE CONlRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECllON AND CERllF1CA l1ON. IT SHALL BE THE CONTRACTORS
RESPONSlBIUTY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING
CONSlRUCllON, RE-E:)TABUSHED BY A PROFESSIONAL LAND SURVEYOR.
20. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACllON TESTS, AND ASPHAL T RESULTS. THE SOILS ENGINEER IS TO CERllFY
TO THE ENGINEER OF RECORD, IN WRI11NG, THAT ALL TESllNG REQUIREMENTS.
REQUIRED BY THE LOGAL REGULATORY AGENCY, AND THE FLORIDA DEPARlMENT OF
lRANSPORTAllON (FOOT), FOR THE IMPROVEMENTS. AS REQUIRED BY THE
ENGINEERING CONSlRlICllON DRAWINGS, HAVE BEEN SAllSFlED.
21. THE CONlRACTOR IS F~ESPONSlBLE FOR COORDlNAllNG ALL APPUCABlE TESllNG WITH
THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESllNG
REQUIREMENTS ESTABUSHED BY ALL REGULA TORY AGENCIES. UPON COMPElION
OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERnFlCA l10NS TO THE
OWNER'S ENGINEER, STAllNG THAT ALL REQUIREMENTS HAVE BEEN MET.
22. THE CONlRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO
BIDDING THE PROJECT AND COMMENCING CONSlRUCllON.
23. THE IRRIGAllON SYSlfM (IF APPUCABLE) SHALL HAVE COLOR COOED PIPING AND
LABEUNG ON THE PIPE TO INSURE DlFFERENllAllON FROM POTABLE WATER PIPING.
24. THE CONlRACTOR SHI\LL MAINTAIN A copy OF THE APPRO~ PlANS AND PERMITS
AT THE CONSlRUCll0N SITE.
25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSlRUCllON
SAFETY. THE CONlRACTOR IS SOLa.. Y RESPONSIBLE FOR MEANS AND METHODS FOR
CONSlRUCllON SITE ~iAFETY.
26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERllUZA l1ON. THE CONlRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNnL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
27. DURING THE EXCAVATION OF THE STORMWATER PONDS, THE CONlRACTOR MUST
CONSlRUCT A SEDlMI:NT BASIN TO PROVIDE A DISCHARGE POINT FOR DEWATERING.
THE SEDIMENT BASIN CAN BE A CELL IN THE PROPOSED EXCAVAllON AREA OF A POND
OR IT CAN BE A BEFMED AREA ABOVE GROUND.
28. ALL DEWATERING MUST BE HElD IN THE SEDIMENT AREA UNllL THE WATER IS
a.EAN SUCH THAT lHERE WOULD BE NO TURBID DISCHARGE.
29. AFTER THE WATER IN THE SEDIMENT BASIN IS a.EAN, THE WATER MAY BE RElEASED
INTO THE ON-SITE WEn.ANDS PROVIDED THERE IS NO ADVERSE IMPACT TO THE
EXIS11NG WATER QUAUTY.
30. UNDER NO ClRCUMSTI\NCES WILL THE DISCHARGE FROM THE DEWATERING BE
DIRECn. Y INTO ON-SITE WE11.ANDS.
31. DURING EXCAVAllON 'rHE CONlRACTOR SHALL NOT PENElRATE THE EXlSllNG CLAY
LAYER. IF THE CONmACTOR ENCOUNTER THE CLAY LAYER, HE/SHE IS TO PLACE
A MINIMUM OF 2-FEl:r OF SANDY MATERIAL OVER THE CLAY LAYER AND TERMINATE
THE DEPTH OF EXCA,.,A l1ON.
32. IF THE CONlRACTOR ENCOUNTERS SILTY /CLA 'YEY SANDS, WHICH CAUSE THE WATER
TO BECOME TURBID, HE/SHE SHALL lREA T THE SEDIMENT BASIN WITH A CHEMiCAl
ADDI11VE SUCH AS ALLUM IN ORDER TO PROMOTE COAGULAllON OF THE PARlla..ES
THE DEPTH OF EXCMAllON.
33. THE CONlRACTOR SHALL SEQUENCE THE EXCAVAllON OF THE STORMWATER PONDS
SUCH THAT A SEDlMI~T BASIN WILL BE AVAIlABLE AT ALL llMES. THE SEDIMENT
BASIN CAN BE RELOGA TED AS NECESSARY SUBJECT TO THE WA lER WITHIN THE
SEDIMENT BASIN BEltlG NON-TURBID AND ACCEPTABLE FOR DISCHARGE OFF-SITE.
DESIGNED
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BL YD" SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
15
DRAWN
15
CHECKED
RDH
QC
a.EARlNG AND EROSION CONlROL NOlES
1. PRIOR TO ANY SITE CLEARING, ALL lREES SHOWN TO REMAIN ON THE
CONSlRUCllON PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL
REGULA TORY AGENCy'S TREE ORDINANCE IT SHAlL BE THE CONlRACTOR'S
RESPONSlBlUTY TO MAINTAIN THESE lREES IN GOOD CODIllON. NO TREES
SHOWN TO REMAIN SHALL BE REMO~ WITHOUT WRITTEN APPROVAL FROM THE
APPROPRIATE REGULA TORY AGENCIES.
2. THE CONlRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSlRUCllON IN ACCORDANCE, WITH THE SOILS TESllNG REPORT. COPIES OF THE
SOILS REPORT ARE AVAIlABLE THROUGH THE OWNER OR THE SOILS TESllNG
COMPANY. QUESllONS REGARDING SITE PREPARAllON REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESllNG COMPANY.
3. THE CONlRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORllONS OF THE SITE.
NECESSARY FOR CONSlRUCllON. DISTURBED AREAS WILL BE SEEDED AND MULCHED, OR
PLANTED WITH OTHER APPRO~ LANDSCAPE MATERIAL IMMEDIA lEl Y FOlLO'MNG
CONSlRUCllON.
4. THE TOP 4" TO 6" OF GROUND REMO~ 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.
5. ALL CONSlRUCllON DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WllH APPUCABlE REGULA nONs. ONLY "GRADING BY
HAND- IS PERMITTED WITHIN THE CANOPY UNE OF TREES THAT ARE TO REMAIN.
6. THE CONlRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXlS11NG SlRUCTURES.
7. IT IS THE CONlRACTOR'S RESPONSlBIUTY TO NOllFY ALL UllUTY COMPANIES TO
DISCONNECT, RELOCATE OR REMOVE THEIR FAClUllES PRIOR TO REMOVING OR
DEMOl.ISHING ANY EXlSllNG SlRUCTURES FROM THE SITE.
8. THE LOCAllON OF ALL EXlSllNG UllUllES SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMAllON AVAIlABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONlRACTOR. THE ENGINEER ASSUMES NO RESPONSlBIUTY
FOR ACCURACY. PRIOR TO THE START OF ANY CONSlRUCllON ACllV1TY, IT SHALL
BE THE CONlRACTOR'S RESPONSlBlUTY TO NOllFY THE VARIOUS UllUllES AND
TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCA l10NS OF THESE
UllUllES WITH THE OWNER OF THE UllUTY. THE CONlRACTOR SHALL EXERCISE
CAUnON WHEN CROSSING ANY UNDERGROUND UllUTY, WHETHER SHOWN ON THE
PlANS OR LOCATED BY THE UllUTY COMPANY. ALL UllUllES WHICH INTERFACE
WITH THE PROPOSED CONSlRUCllON SHALL BE RB..OCA lED BY THE RESPECllVE
UllUTY COMPANIES, AND THE CONlRACTOR SHALL COOPERATE WITH THE UnUTY
COMPANIES DURING RELOCAllON OPERAllONS. ANY DaAY OR INCONVENIENCE
CAUSED TO THE CONlRACTOR BY THE VARIOUS UllUllES SHALL BE INCIDENTAL TO
THE CONlRACT AND NO EXTRA COMPENSA 11 ON WILL BE ALLOWED.
9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECllON OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOl.IllON AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND SlRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FAClUllES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS,
THE CONlRACTOR SHALL BE RESPONSIBLE FOR CAWNG THE OWNER AND REQUESnNG
A CLARIFlCA l10N OF THE PLANS PRIOR TO DEMOl.IllON.
10. DURING CONSlRUCllON, ALL STORM SEYtER INLETS IN THE VICINITY OF THE
PRo.ECT SHALL BE PROTECTED BY SEDIMENT lRAPS SUCH AS SECURED HAY BALES.
SOD, STONE. ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSlRUCllON PROGRESS.
11. ALL EROSION AND SlLTAnON CONlROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSlRUCllON AND MAINTAINED UNllL CONSlRUCllON IS COMPLETE.
12. WHEN CONSlRUCllON IS COMPLETED, THE RE1ENllON/DE1ENllON AREAS WILL BE
RESHAPED, CLEANED Of' SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
WITH ALL REGULA TORY AGENCIES.
13. CONlRACTOR IS TO PROVIDE EROSION CONlROl/SEDlMENTAllON BARRIER (HAY
BALES OR SlLTAllON CURTAIN) TO PREVENT SlLTAllON OF ADJACENT PROPERTY,
SlREETS, STORM SEVtERS, WA TERWA YS. AND EXlSllNG WEn.ANDS. IN ADDI11ON,
THE CONlRACTOR SHALL PlACE SlRAW, MULCH, OR Oll-tER SUITABlE MATERIAL ON
THE GROUND IN AREAS WHERE CONSlRUCllON RELA lED lRAFFIC IS TO ENTER AND
EXIT THE SITE. IF, IN THE OPINION OF THE LOCAL AUlHORI11ES, EXCESSIVE
QUANllllES OF EARTH ARE lRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE
OR BY VEHICULAR lRAFFlC, THE CONlRACTOR IS TO REMOVE SAID EARTH TO THE
SAllSFACllON OF THE LOCAl AUTHORI11ES.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECllNG NEW WORK TO EXlS1ING
UNES OR APPURTENANCES, THE CONlRACTOR SHALL VERIFY LOCA l10N AND
ElEVA l10N OF EXlSllNG CONNECllON POINT AND NOllFY OWNER'S ENGINEER OF
ANY CONFUCTS OR DISCREPANCIES.
5. PVC PIPE AND FlTlINGS FOR GRAVITY SYSTEMS SHALL CONFORM TO ASTM
SPEClFlCA l10NS DESlGNA l10N DJ03.4. INSTALLA l10N OF SDR 35 PIPE SHALL BE
IN SlRICT ACCORDANCE WITH THE REQUIREMENTS OF ASlM SPEClFlCA l10N SECnON
02321. ALL SANITARY SEYtER PIPELINES SHALL BE SOLID GREEN IN COlOR.
6. ALL PVC FORCE MAINS SHALL CONFORM TO ASlM 02241, DR 21, COLOR GREEN, WITH
ElEClRONIC LOCATOR TAPE A MINIMUM OF 2" WIDE. PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINllNG ON THE MAGNElIC TAPE SHOULD READ
"CAUllON FORCE MAIN BURIED" ON GREEN BACKGROUND.
14. MATERIAlS AND CONSlRUCllON METHODS FOR STREETS AND STORM DRAINAGE
CONSlRUCllON SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARlMENT OF lRANSPORTA l10N STANDARD SPEClFlCA l10NS FOR
ROAD AND BRIDGE CONSlRUCllON, LA TEST REVISION THEREOF AND SUPPLEMENTAL
SPEClFlCA l10NS THERETO.
15. UNDERCUTllNG AND/OR OVEREXCAVAllNG THE RETENllON/DE1ENllON AREAS WILL
NOT BE ALLOWED.
16. THE CONTRACTOR SHALL PROVIDE CERllF1ED RECORD DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET
THE REQUIREMENTS ESTABUSHED BY ALL REGULATORY AGENCIES FOR THE PURPOSE
OF CERllFY1NG THE STORMWA TER MANAGEMENT SYSTEM. THE CONlRACTOR SHALL
SUBMIT TEN COPIES OF THE CONSlRUCllON PlANS WITH COMPlETE RECORD DRAWING
INFORMA 11 ON TO THE OWNER'S ENGINEER FOR THE PURPOSE OF CERnFYING THE
STORMWA TER MANAGEMENT SYSTEM.
7. ALL SANITARY SEYtER COVERS SHALL BE lRAFFlC RATED FOR HS2Q-44 AS
DEFINED IN THE AASHTO SPEClFlCA l1ONS.
8. THE CONlRACTOR SHALL PROVIDE CERllF1ED RECORD DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET
THE REQUIREMENTS ESTABUSHED BY ALL REGULA TORY AGENCIES FOR THE PURPOSE
OF CERllFY1NG THE SANITARY SEYtER COUECllON SYSTEM. THE CONtRACTOR st-IALL
SUBMIT TEN COPIES OF THE CONSlRUCllON PLANS WITH COMPLETE RECORD DRJ~WlNG
INFORMA nON TO lHE OWNER'S ENGINEER FOR THE PURPOSE OF CERnFYING THE
SANITARY SEWER COLLEcnON SYSTEM.
PAVING, GRADING ct DRAINAGE TESllNG AND INSPECllON REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FlL lRA l10N SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECllON BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL THE CONlRACTOR IS TO NOllFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE AN INSPEcnON.
2. THE CONlRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNllL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONlRACTOR IS RESPONSIBLE FOR COORDlNA llNG ALL APPUCABlE TESllNG
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESllNG SCHEDULE OF ALL REGULA TORY AGENCIES. UPON COMPLEllON OF THE WORK,
THE SOILS ENGINEER MUST SUBMIT CERllF1CA nONS TO THE OWNER'S ENGINEER
STAllNG THAT ALL REQUIREMENTS HAVE BEEN MET.
SANITARY SEWER TES11NG AND INSPEC110N REQUIREMENTS
1. ALL GRAVITY SEYtER PIPING SHALL BE SUBJECT TO A VISUAL INSPEcnON BY THI~
OWNER'S ENGINEER. CONlRACTOR TO NOllFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE INSPECllON.
2. THE CONlRACTOR SHALL PERFORM TEST ON ALL GRAVITY SEWERS IN ACCORDANCE
WITH THE REGULATORY AGENCIES INSPECTOR HAVING .lJRISDlcnON. SAID TESTS
ARE TO BE CERllF1ED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE R1~GULA TORY
AGENCY FOR APPROVAL COORDINAllON AND NOllF1CAllON OF ALL P'ARllES IS lltE
CONlRACTOR'S RESPONSlBIUTY.
WATER/SEWER CLEARANCE REQUIREMENTS
PARAUEL INSTAll.AllON
1. POTABLE WATER, WASTEWATER GRAVlTY/FORCE, OR RECLAIMED WATER UNES SHALL NOT
BE PlACED IN THE SAME lRENCH. A MINIMUM OF HORIZONTAL DISTANCE OF 10 FEET
SHALL BE MAINTAINED BETWEEN POTABLE WATER AND ANY TYPE OF WASTEWATER UNE
WHENEVER POSSIBLE. THE DISTANCE SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE
EDGE. IN CASES WHERE IT IS NOT PRACllCAL TO MAINTAIN A TEN-FOOT SEPARAllON,
THE WATER MAIN MUST BE LAID IN A SEPARATE lRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE WASTEWATER UNE AND AT AN ELEVAnON so THAT
THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE lHE TOP OF THE
WASTEWATER UNE.
2. IF IT IS IMPOSSIBLE TO MAINTAIN PROPOER HORIZONTAL AND VERllCAL SEPARAllON AS
DESCRIBED ABOVE. THE WATER SHALL BE CONSlRUCTED OF DJ.P. AND THE WASTEWATER
UNE SHALL BE C900 P.V.c. AND PRESSURE TESTED TO 150 P.S.I. TO INSURE WATER
llGHlNESS BEFORE BACKFlWNG.. THE PIPEUNE JOINTS SHALL BE STAGGERED so THAT
THE WATER MAIN JOINTS SHALL BE AS FAR APART AS POSSIBlE FROM THE JOINTS ON
THE WASTEWATER UNE.
3. A MINIMUM HORIZONTAL SEPARA l10N OF 5 FEET CENTER TO CENTER 3 FEET OUTSIDE
EDGE TO OUTSIDE EDGE SHALL BE MAINTAINED BETWEEN REQ.AlMED WATER MAINS AND
POTABLE WATER OR WASTEWATER GRAVITY OR FORCE MAINS.
CROSSINGS
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTA llC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING .lJRISDlcnON. SAID TESTS
ARE TO BE CERllF1ED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL COORDlNAllON AND NOllF1CAnON OF ALL
PARllES IS THE CONTRACTOR'S RESPONSlBIUTY.
SAFETY NOlES
1. DURING THE CONSlRUCllON AND/OR MAINTENANCE OF THIS PRo.ECT. ALL SAFElY
REGULA l10NS ARE TO BE ENFORCED BY THE CONlRACTOR. THE CON lRACTOR OR HIS
REPRESENTAllVE SHALL BE RESPONSIBLE FOR THE CONlROl AND SAFETY OF lliE
lRAVELlNG PUBUC AND THE SAFETY OF HIS PERSONNEL lABOR SAFElY
REGULA l10NS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THI~
FEDERAL REGISTER OF THE DEPARlMENT OF lRANSPORTA l1ON.
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDI110N OF THE STA'!E
OF FLORIDA, MANUAL ON lRAFFIC CONTROl. AND SAFE PRACllCES FOR SlREET AND
HIGHWAY CONSlRUCllON, MAINTENANCE AND UllUTY OPERAllONS: SHALL BE
FOlLOWED IN THE DESIGN APPUCAllON, INSTALLAllON, MAINTENANCE, AND
REMOVAL OF ALL lRAmC CONlROl DEVICES. WARNING DEVICES. AND BARRIERS
NECESSARY TO PROTECT THE PUBUC AND WORKMEN FROM HAZARDS WITHIN ltiE
PROJECT UMITS.
3. ALL lRAFFlC CONlROl MARKINGS AND DEVICES SHALL CONFORM TO THE PROVl~~ONS
SET FORTH IN THE MANUAL ON UNIFORM lRAFFIC CONlROl DEVICES PREPARED BY
THE u.s. DEPARlMENT OF lRANSPORTAllON FEDERAL HIGHWAY ADMINISlRAllON
4. LABOR SAFETY REGULA l10NS SHAlL CONFORM TO THE PROVISIONS SET FORTH BY
OSHA IN THE FEDERAL REGISTER OF THE DEPARlMENT OF lRANSPORTAllON.
5. IT SHALL BE THE sa..E RESPONSlBIUTY OF THE CONlRACTOR TO COMPLY AND
ENFORCE ALL APPUCABlE SAFETY REGULA l1ONS. THE ABOVE INFORMA l10N HAS
BEEN PROVIDED FOR THE CONlRACTOR'S INFORMA l10N ONLY AND DOES NOT IMPLY
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
REGULA l1ONS.
1. WASTEWATER MAINS SHALL CROSS UNDER REQ.AlMED WATER MAINS AND WASTEWATER AND
RECAUMED MAINS SHALL CROSS UNDER POTABlE WATER MAINS, WHENEVER POSSIBlE. THE
MINIMUM VERllCAL DISTANCE BETWEEN MAINS AT A CROSSING IS 18 INCHES. THE
CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER/REQ.AlNED MAIN JOINTS WILL
BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
2. WHERE WASTEWATER OR REQ.AlMED MAINS MUST CROSS A WATER lioiAlN WITH LESS THAN 18
INCHES OF VERllCAL CLEARANCE, THE REQ.AlMED AND POTABlE WAlER MAIN MUST BE
CONSlRUCTED OF DUCllLE IRON PIPE AT THE CROSSING. AWASlEWAlER GRAVITY OR
FORCE MAIN SHALL BE CONSlRUCTED WITH C900 P.V.C. AT THE CROSSING.
AL TERNA llVEL Y, ONE OF THE CROSSING MAINS SHALL BE ENCLOSED WITHIN A 20 FOOT
LONG SlED.. OR P.V.C. CASING CENTERED ON THE CROSSING.
3. WHERE A WATER MAIN MUST CROSS UNDER A WASTEWATER GRAVITY MAIN, ADEQUATE
SlRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE GRAVITY MAIN TO MAINTAIN UNE
AND GRADE.
14. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSlRUcnON, THE CONlRACTOR
SHALL STABlUZE THE AFFECTED AREA USING SPRINKUNG, IRRIGA l1ON, OR OTHER
ACCEPTABLE METHODS.
15. THERE IS TO BE NO DISCHARGE (I.e. PUMPING, SHEET now, SWALE, DITCH,
ETC.) INTO EXlSnNG LAKE SYSTEM, WEllAND, OR RIVER, WITHOUT THE USE Of'
SETlUNG PONDS. IF -IHE CONlRACTOR DESIRES TO DISCHARGE INTO THE EXlSllNG
LAKE SYSTEM OR RIVER, A SETlUNG POND PlAN MUST BE SUBMITTED AND
APPRO~ BY ALL P.EGULA TORY AGENCIES PRIOR TO CONSlRUCllON.
WATER SYSTEM NOlES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF co'ym_
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPEClFlCA l1ONS.
3. CONFUCTS BElVt'EEN WATER AND STORM OR SANITARY SEWER TO 3E RESOl~ BY
AD.lJSllNG THE WATER UNES AS NECESSARY.
4. ALL DUCllLE IRON PIPE SHALL BE MINIMUM CLASS 50 IN CONFORWA~CE WITH ANSI
A21.51 AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COAllNG IN ACCORDANCE
WITH ANSI A 21.51 AND SHALL BE CEMENT MORTAR UNED WllH AN ASPHALllC
SEAL COAT CONFORMING TO ANSI/AWIIA C104/A21.4.
16. DURING LAND ALTERAllON AND CONSlRUCllON ACllV111ES, IT SHALL BE UNLAWFUL TO
REMOVE VEGETAnOt,~ BY GRUBBING OR TO REPlACE SOIL DEPOSITS, DEBRIS, SOlVENTS.
CONSlRUCnON MA TERILA. MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE
DRIPUNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHER'MSE APPROVED BY THE
COUNTY.
17. ALL lRlMMING UNDERTAKEN ON A lREE PROTECTED BY THE PROVISIONS OF THE LAND
DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH lHE AMERICAN NAnONAL STANDARDS
INSllTUTE (ANSI) A-JOQ PRUNING STANDARDS.
5. ALL FlTlINGS SHALL BE DUCllLE IRON IN ACCORDANCE WITH ANSI/AWIIA A21.10/
C110 WITH A PRESSURE RAllNG OF 250 PSI. JOINTS SHALL BE MECHANClAL JOINTS
IN ACCORDANCE WITH ANSI STANDARD A21.11. FlTlINGS SHALL BE CEMENT MORTAR
UNED AND COATED AS SPECIFIED FOR DUCnLE IRON PIPE.
6. THE CONlRACTOR IS TO INSTALL CURB STOPS AT THE END OF WATER SERVICE
LATERAlS AND IDENllF1ERS AS REQUIRED BY PINElLAS COUNTY.
7. WATER MAINS SHALL HAVE MECHANiCAl RESlRAlNED JOINT FlTlINGS IN ACCORDANCE
WITH THE -pjNElLAS COUNTY UllUllES ENGINEERING PRESSURE MAIN RESlRAlNED
JOINr' REQUIREMENTS.
8. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE'MlH AWIIA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF DR 18
WATER MAIN PIPE LESS THAN 4" SHALL BE PER ASlM 02241-89.
9. ALL FlT11NGS 2" AND SMAlLER SHALL BE SCHEDULE 40 PVC WITH SOlVENT YtRDED
SLEEVE TYPE JOINTS.
10. ALL GATE VALVES 2- OR LARGER SHALL BE RESlUENT SEAT OR RESlUENT WEDGE
MEETING THE REQUIREMENTS OF AWIIA CSOO/C509.
11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWIIA C502 AND SHALL BE
APPRO~ BY THE LOCAL UllUTY AND FIRE MARSHAL
12. MA lER1AlS AND CONSlRUCllON METHODS FOR WATER DlSlRIBUllON SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAl REGULA TORY AGENCY CODES, PLANS, AND
SPEClFlCA l10NS FOR CONSlRUCllON, LA TEST REVISION THEREOF, AN)
SUPPLEMENTAL SPEClFlCA nONS THERETO. APPROVAL AND CONSlRUCnON OF ALL
POTABlE WATER SERVICE MAIN EXTENSIONS AND CONNECllONS MUST BE
COORDINATED THROUGH THE LOCAL REGULA TORY AGENCY.
13. THE CONTRACTOR SHALL PROVIDE CERllF1ED RECORD DRAWINGS, SI~ED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL MEET
THE REQUIREMENTS ESTABUSHED BY ALL REGULATORY AGENCIES FOR THE PURPOSE
OF CERllFY1NG THE WATER DlSlRlBUllON SYSTEM. THE CONlRACTOR SHALL SUBMIT
TEN COPIES OF THE CONSlRUCllON PlANS WITH COMPLETE RECORD DRAWING
INFORMA l10N TO THE OWNER'S ENGINEER FOR THE PURPOSE OF CERllFY1NG THE
WATER D1SlRIBUllON SYSTEM.
WATER SYSTEM 1ES11NG AND INSPEC110N REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FlT11NGS, HYDRANTS,
CONNECllONS, AND VALVES SHALL REMAIN UNCOVERED UNllL INSPECTED
BY THE REGULATORY AGENCIES. ALL UNDERGROUND WATER MAINS SHALL BE INSTALLED
AND TESTED IN ACCORDANCE WITH NFPA 24 PRIVATE FIRE SERVICE MAINS ct THEIR
APPURTENANCES, 1995 EDI11ON. CONlRACTOR TO NOllFY OWNER'S ENGINEER AND WATER
DEPARlMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS.
2. CONlRACTOR TO PERFORM CHLORINA l10N IN ACCORDANCE WITH M APPUCABLE
PROVISIONS OF AWIIA C651-92 AND ALL REQUIREMENTS ESTABUSIED BY ANY REGUlATORY
AGENCIES. BACTERIOlOGICAl SAMPUNG BY THE LOCAl UllUTY PERSONNB.. OR LOCAL
HEALTH DEPARlMENT PERSONNEL WITH ANALYSIS BY A STATE UCENSED lABORATORY TO
OBTAIN CLEARANCE OF THE OOMESllC WATER SYSTEM. COPIES OF ALL BACTERIOlOGICAL
TESlS TO BE SUBMITTED TO O""'ER'S ENGINEER.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER MAINS ct LATERAlS SHALL HAVE A MINIMUM Of' 36 INCHES OF
COVER.
2. ALL GRAVITY SANITARY SEWER MAINS ct SERVICE LATERAlS SHALL BE CONSlRUCTED
OF POlYVINYl. CHLORIDE PIPE. ASlM DJ03.4,SDR 35.
18. THE CONlRACTOR SHALL MINIMIZE SOIL EROSION, PROPOSED LAND AL TERA l10N ACllV111ES
SHALL NOT UNNECCESSARILY REMOVE EXlSllNG VEGETAlION AND ALTE EXlSllNG TOPOGRAPHY.
ADEQUATE PROTECllON MEASURES (I.E., HAY BALES. BAFFlES, SODDING AND SANDBAGGING)
SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSlREAM SEDIMENTA l10N
CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES.
19. THE CONlRACTOR SHALL ADEQUAlElY STABlUZE (I.E., SODDING, PWGGlNG. SPRIGGING OR
SEEDING) AREAS SUBJECT TO EROSION WITH VEGETAllVE MATERIAL THAT WILL. WITHIN A
REASONABlE llME FRAME. DETER SOIL DISTURBANCE. SOD SHAll. BE REQUIRED WHERE
EROSION PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5: 1.
PAVING. GRADING AND DRAINAGE NOTES
1. ALL DElETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE 'MTH OWNER'S SOIL TESllNG COMPANY.
DElETERIOUS MATERIAL IS TO BE STOCKPILED OR REMO~ FROM THE SITE AS
DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPRO~
MATERIAlS AND COMPACTED AS REQUIRED BY THE OWNER'S SOIL TES11NG COMPANY AND
ALL REGULA TORY AGENCIES.
2. THE CONlRACTOR SHALL BE RESPONSIBLE FOR PROTECnNG EXCAVAnONS AGAINST
COlLAPSE AND WILL PROVIDE BRACING. SHEETING, OR SHORING, AS NECESSARY.
lRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. IT MAY BE NECESSARY TO FIElD AD.lJST PAVEMENT ELEVAllONS TO PRESERVE THE
ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE 'CONlRACTOR IS TO COORDINATE
WITH OWNER'S ENGINEER PRIOR TO ANY ELEVAllON CHANGES.
4. PRIOR TO CONSlRUCllNG CONCRETE PAVEMENT, THE CONlRACTOR IS TO SUBMIT A
PROPOSED JOINlING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL
5. THE CONlRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEAlER, AT ABUTMENT OF CONCRETE AND ANY SlRUCTURE.
6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLAS11C. AND
SHALL CONFORM TO FOOT STANDARD INDEX NO. 17346. PARKING STALL SlRIPlNG
TO BE 4" WIDE PAINTED WHITE SlRlPES.
7. THE CONlRACTOR IS TO INSTALL EXTRA BASE MATERiAl WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVAllON AND THE TOP OF THE PIPE OR BELL IS LESS
THAN lVtELVE (12) INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER
FlEXIBLE PAVEMENT DETAIL"
8. STANDARD INDEXES REFER TO THE LATEST EDI110N OF FOOT "ROADWAY AND
lRAFFIC DESIGN STANDARDs".
9. ALL STORM SEYtER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASlM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
10. PVC STORM PIPE. 12" AND SMALlER SHALL CONFORM TO AWIIA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE
SlRUCTURES. PIPE LENGTH FOR MITERED END AND FLARED END SECllONS ARE TO
END OF PIPE.
12. ALL DRAINAGE SlRUCTURE GRATES AND COVERS WITHIN lRAFFIC AREAS SHALL BE
lRAFFIC RATED FOR H-20 LOADINGS.
13. THE CONlRACTOR IS TO SOD THE RE1ENllON/DE1ENllON POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOlLOWING CONSlRUCllON OF THE POND.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULAlORY STANDARDS
AND SPEClFlCA nONs.
PREP ARED FOR:
SHEET DESCRIPTION:
1HESE Pl.AN!. MAY NOT BE CClPIED OR
MODIFIED .1HOUT WRITlEN PERMISSION
FROM GUlF COAST CONSUl.llNG. INC.
METRO ARCHITECTS
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
METRO ARCHITECT OFFICE
NOTES & SPECIFICATIONS
IICIWlD Do IWIIS PIOI3
NOT VALl) UUSS SIGNED a: BIBOSSED
BY A 1~ltftW ENGINEER
GllF COAST CONSUllltC, INC.
CER1lf1CAlE CF MJ1HOIlIZA1ION No. Im4
TES11NG SCHEDULE GUIDE
IlEM
Embankment
TEST I.D.
REQUlDENT
lEST TYPE
Moxinum Density MSHTO 1180 N/A
Optinum Moisture ASN D1557
F"NlId Density MSHTO 1191, 1204 951 of Maxinum
1238 Density
ASN D1556, D2937
D2922
Utiity Maxinum Density
Trench BockfiII Optinum Moisture
Under Roodwoys F"NlId Density
and Structures
MSHTO 1180 N/A
ASN 01557
MSHTO 1191, T204 951 of Maxinum
T238 Denslty
ASN 01556, 02937
02922
Bac:kfII of
Structures
t.taxinum Denlity
Optinum Moisture
F"NlId Density
AASHTO 1180 H/A
ASN 01557
MSHTO 1191, T204 951 of Maxinum
1238 Density
ASN 01556, 02937
02922
SuIqode
Bearilg Values
LBR - Fl.A. D.O. T.
LBR = 40 MIN.
Maxinum Density MSHTO 1180
Optinum Moisture ASN 01557
Field Density ct MSHTO 1191, T238
Thickness ASN 01556, 02922
N/A
981 of Maximum
Density
FREQUENCY
Per Sol T)1)8
One Per 2,500 S.F.
Horizontally · ;
A1tematilg Ufts (12 Inches)
Per Sol T)1)8
One Per 2,500 SF.
Horizontally · ;
EWIrY 2" VerticoIly
02922
At Ieost one for each ~ run
Per Sol T)1le
EWIrY t VerticoIIy
One Per Soil T)1)8
Check POOt LBR at
500 LF. Horizontally
One Per Soil T)1le
Bose
Bearilg Values
LBR - Fl.A. O.O.T. LBR = 100 M1N.(1) One Per Source or as MtI. Changes
LBR - 150 "'N.(2) OIeck Point LBR at 500 LF. Horiz.
MaxiTlum Density
Optinum Moisture
Thickness
F"l8Id Density
GradatIon
Atterberg Linlts
MSHT01180
ASN 01557
MSHTO 1191, 1238
ASN 01556, D2922
MSHTO 127, 198
MSHTO 190
ASN C136,D423,D424
N/A
One Per Source
981 of Maxinum
Density
Per SpeclfIcatlons One Per Source
(1)UMEROCK, (2)mUSHED CC*CRETE
Portland Cement Per Specifications One Per Soil T)1)8
Assoc. Specifications
MSHTO 1134 N/A
Soil Cem..t Bose Mix DesqI
(To be u8ed if Maximum Density
8ClpCI'ation between
SHWT &: bottom of OptiTlum Moisture (Stondord)
base is <1.5') Compressive PortIond Cement JOO PSI at 7 Days One Set of 3 Per Soil
Strength Specinens Assoc. Specifications T)1)8 Daly ..
Test Cores PortIond Cement 450 PSI at 21 Days One Set of 3 Per Soil
Assoc. Specifications Set of CompressNe ..
F"NlId Density &: MSHTO 1191, T238 951 of Maximum
Thickness ASN 01556, 02922 Density
A8phoItic ConcretMaterlals ~a1ity MSHTO 1164
Bitumen Content, ASN D2172
Grodatlon
Field Density ASN 02950-81
One Per Soil T)1)8 Daly
Per Specifications One Per Day
951 of lab Density
Los Angeles
Abrasion
Thickness
MSHTO 196- n
ASN C131-81
N/A
Per Specifications One Per Source
Per Specifications
NOlES:
· The Contractor lIhall not pow O'M soil cement base unti Q 30 day curi1g tine has elapsed
.. Maximum strength linits, os established by soils tesmg company, lIhall not be exceeded
- Should any of the i1fonnotion provided herein conflict with either the recommendations of the
Geotechnical Engineer, ood/or the Geotechnical Report, then the aforementioned recommenclatlons
wll supercede this "lESllNG SQiEDULE GUIDE"
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REVISIONS
DATE
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06 063
DATE:
9/21/06
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LEGEND
It
(~~
EXISTING BOUNDARY
PROPOSED SETBACKS
HANDICAPPED PARKING
SPACE
STAKED SILT FENCE
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BLVD., SillfE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
----
D-
'---"
-
o
o
FIR 5/8"
NO ID
@PC
41.8 P
.....
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STOP BAR
RUNOFF
ROW
2' MIN.
BACK~LLED TRENCH
I
--
1- -
I
6' FENCE
30"
PONDING HT.
~
APPROXIMA TE
4-INCH BY
4-INCH TRENCH
J- ---
O'l
1.21., l'
PONDING HI.
FILTER FABRIC
A TT ACH SECURELY
TO UPSTREAM
SIDE OF POST
RUNOFF
-
o
CO
21.7'
X
LOT 43
LC
LOT 1
STEEL OR
WOOD POST
36" HIGH MAX.
o
24'
18' . I.
21.8'
X
n 3 6' HIGH TRASH
U CAN ENCLOSURE
~2
SILT FENCE
T
RUNOFF
FCM/
5' UE
-K/~lL2"
NO 10
-X.. 22.0'
90.0'(D)
-N8905/24t -89.93'(M)
12" MIN.
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT AND REMOVE SEDIMENT WHEN NECESSARY,
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE
AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS
TO MAXIMIZE PONDING EFFICIENCY,
!"'!
, ,--
j0J
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
AL TERNA TE DETAIL
TRENCH WITH GRAVEL
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ALL
MECHANICAL
EQUIPMENT
WILL BE
ROOF-TOP
AND
SCREENED .'
AS
NECESSARY
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2. Excavate a 4" x 4" Trench
Upscale Along The Line Of Stakes
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And Extend It Into The Trench
4. Backfiill And Compact The
Excavated Soil
21.20'
COURT ST (FLD)
'-::\
Points A Should Be Higher Than Point B
'"CHEsrNUT STREET (P)
'.' lOa' ROW
----------
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(Front Elevation)
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SITE PREP ARA TION NOTES
- ~ .. -1 ,";" . I,
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SITE NOTES
1.
Site Stripping - Remove all topsoil vegetation, roots and org-onic deposits prior to filling or excavating activities.
1.
Garbage pickup will be curb-side on Santa Rosa Street In individual cans.
2. Proof Rolling - with a vibratory roller with min static weight of 10 tons is to be performed prior to any fill placement or excavation activities.
3, Structural Fill - is to be clean fine sand containing less than 10% fines passing a #200 sieves fill to be placed in lifts not to exceed 12" thick.
)rtlhlr. .
.; .. ';' . (,
4. The general contractor for this project is advised to provide a suitable on-site wash down and concrete area. Disposal of concrete slurry directly or indirectly into the City se::>arate storm sewer
system or onto a City right-of-way is not allowed.
,jt \ '~', ,'\In
~.hI\i\~!f\. :~ ~. " './")'
: :n~" iJ; _U:i,; \' "',
5. Required tree barricades and erosion control measures must remain intact throughout construction. Encroachment into or failure to maintain these barricades will result In enforcement action which
may include citations and/or permit revocation.
ACCEPTED AND
AGREED TO BY:
DATE:
6. NPDES Notification (National Pollutant Discharge Elimination System) Attention: Failure to maintain erosion and/or sedimentation controls, or an illicit discharge resulting from heir failure will likely
result in fine citations.
FOR: METRO ARCHITECTS, INe.
PJU:P,\i:;YD HW:
':'1 j "iT iihCR ii'no;'"
11-lESE PlANS MAY NOT BE ~ OR
MOOIF1ED _1H<lUT IRlTTEN PERIIISSlON
FROM Gt,ILF COAST CONSUlllNG. INC.
3
METRO ARCHITECTS, INC
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
METRO ARCHITECTS OFFICE
HORIZONTAL CONTROL, EROSION CONTROL
& ENVIRONMENTAL PLAN
JOB ~.()
06-063
SHT
IICIWlD 0. HAIRS PlCI83
NOT VAll) tNiSS SIGNED I: EMBOSSED
BY A AEl.1::iltICI:IJ ENGINEER
GUJ" COAST CONSUlllNG, INC.
CERllFICA'!E OF AU1HOAIZAllON No. 9n4
DATE
9/21/06
8
1 11 1 06 REVISED PER CITY OF CLEARWATER COMMENTS
APP'D
BY
NO
DATE
RL\1SIONS
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MATCH EXI10 ':J5' ..-/--/ :"--'\ A'
MATCH EXIST, CURB _.-~.-:::;:-:;::....--..-/ 0..
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INLET /./
EOP=19.82///
IE =JJl.-:8"2
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COURT STREET (P) .
-~~SANTAROSA - ST (FiDT-'~'
60' ROW
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CONNE~:T>TO THE
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Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BLVD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524.6090
METRO ARCHITECTS, INC
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
METRO ARCHITECTS OFFICE
PAVING, GRADING, DRAINAGE AND
UTILITY PLAN
,'4 .
I' '
i \
I'
\ '
" \
1HESE PLANS MAY NOT BE COPIED OR
MOORED IM1HOUT IRlTlEN PERMISSION
FROM GULF COAST CONSULllNG. INC.
~1QiARD 0. IWlRIS fSllOlI3
NOT VI/J) UNlLSS SIQO a: EMBOSSED
BY A REGIS1ERED ENGINEER
GULF COAST CONSUllltC, INC.
CER1lF1C~1E OF AUlHORIZAllON No. 9774
0' 10 20 40
I I, I I
SCALE: 1-=20'
LEGEND
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21.51 '
X
21.5'
X
r:':l
l2iJ
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0.50%
--
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PROPOSED HARD GRADE
PROPOSED SOFT GRADE
EXISTING HARD GRADE
EXISTING SOFT GRADE
GRA TE INLET
STORM MANHOLE
FLARED END SECTION
PROPOSED STORM PIPE
POND TOB
POND BOTTOM
POND NORMAL WATER LINE
EXISTING BOUNDARY
PROPOSED SETBACKS
STAKED SILT FENCE
HARD SURFACE FLOW DIRECTION
SHEET FLOW DIRECTION
EXISTING STORM PIPE
STORM STRUCTURE CALLOUT
TREES TO BE REMOVED
STORM STRUCTURE CHART
~ TYPE "C" INLET
GE = 21,39
IE = 18.14
@j) TYPE "C" INLET
-1 GE = 21.39
IE = 18.04
~ MANHOLE
ST-2 GE = 21.00
IE = 18.01
tST-=3' TYPE "C" INLET
~ GE = 20.80
IE = 17.80
~ TYPE "C" INLET
~ GE = 21.65
IE = 17.72
@) 18" FES
ST-5 IE = 17.70
~ MODIFIED
S1-6 TYPE "0" INLET
GE = 19.94
WEIR = 19.25
IE = 17.70
(SEE DETAIL)
€V MANHOLE
GE = 21.00
IE = 15.21
STORM PIPE CHART
From
Structure No.
To
Structure No.
Description
ST-1A
ST-l
ST-2
5T-3
ST-4
ST-6
ST-7
ST-l
ST-2
ST-4
ST-4
5T-5
5T-7
Cl
52 LF - 15" RCP @ 0.20%
16 LF - 15" RCP @ 0.20%
80 LF - 15" RCP @ 0.20%
46 LF - 15" RCP @ 0.20%
16 LF - 18" RCP @ 0.20%"
26 LF - 18" RCP @ 0.38% t
26 LF - 18" RCP @ 1.50%.- ,1,-;",
A
JOB NO
06-063
llArr
NO
DATE
1 11 1 06 REVISED PER CITY OF CLEARWATER COMMENTS
R!:\lSIONS
Arpu
BY
9/21/06
> JI,'Il;,I!'~j
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DESIGNED
DRAWN
CHECKED
Q.c.
Qj..p
C C
~Qj
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Qj Qj
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C d
Qja.
U
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Straight Curb Qj Qj
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wa..
ASOh~I":: ~~;:.:: Foot \&1
~. .. I.. /<1-1/2' Type $-1 Asphalt) ............1 .
'.. .. . .... .... .... .... .... .... .... .... .... .... .... .... ... .\.... .... .... .J
.1<:~~~u~~~~S;or'crete LBR 150) . ~. ...
Stabilized/coMpacted subgrade \
(8' CO"lpo.cted to 98% AASHTD T -180)
CONTRACTOR SHALL SUBMIT SAMPLE OF FILTER SAND AND
LOCA 1l0N OF SOURCE TO AN APPROVED SOIL LAB FOR
SIEVE ANALYSIS AND PERMEABILITY TEST
12'
.75'
3.5'
6'
r CLEANOUT (TYP). PLASTIC CAP
W/INVERTED LUGS, PROVIDE 4" THICK
CONC. COLLAR AROUND CLEANOUTS
~ 1.5'x1.5' _' c
~. D.L.W.- 19.2J '::
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....:..;:,...
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TERRA TEX TYPE SD FIL TRA 1l0N ~ ....~OPE
FABRIC (OR APPROVED EQUAL) ,I ~
30MIL. PVC LINER W/SOLVENT ~ TOP UNER
WELDED ENDS & OVERLAPS I \ ~EL= 1820
(ALL AROUND - TYP.)~ ~ )S ~~$~l
'" )$ '~'g;~~~
FIL TER AGGREGA TE -~ )S ~5!~~~;'~'
(/14 TYP.) CL EL.~ lC, '" ~ i~~$
'\. l':.....ft"...~~t;...'\~-~ '-::::~
OUTFALL u '- -f- j~~;.:-;~~g Jl]!!
. C ;,-~...~,..~c.:s.r;.~.<"
U.D. DISCHARGE y""" \
(NON-PERF.) _ __ 6" 2' 12"
" 6" \
6 PERFORATED - - L BOTTOM LINER EL= 15.20
PVC UNDERDRAIN
IE= 1520
6" P. V.C (SOLID)
(NON-CORRUGA TED UV
RESISTANT FLOW IN PIPE
6" PERFORATED PVC
@ I.E. = 17 70
AGGREGA TE
(#4 TYP. NO L1MEROCK
OR LIMESTONE)
SAND FILTER MEDIA (*)
I r 1/4" STAINLESS
Ii STEEL MESH
B: N.W.L.= 17/0
......,;_.;3:~~ 4: 1 StOPE
1.5'x1.5' -4" THICK
CONC. COLLAR
NOTES:
1. PaveMent Materials and thickness, and base Materials
nnd thickness will be stn ted In construction drnwlngs
nnd scope of the work.
2. See construction drawings for curb type and lane
widths.
-1
t
.2 LANE ROAQ.
N.T.S.
A I
1.50 I
B I
1.751
C I
3.00 I
D I
3.50 I
E I
3.00 I
'O
C\J
"-
.....
I
If)
L
r- 4' Drop at All Drives
SAND FILTER MEDIA (*)
A.) WASHED MATERIAL MEETING FOOT ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ
GRA VELS, OR MIXTURES THEREOF (LESS THAN 1 PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER
CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE FILTER;
CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE;
B.) UNIFORMITY COEFFICIENT 1.5 OR GREATER; AND
C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER.
5" l'
+> ,':; ~-1/2'R r W'earing
o / ~:.<f-. 'O
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~ g> ~;:\.t. xx ~~~)C)C
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~ 6' "
~... .....~~V~~
> . . . . . . . . ~"0-))'l\Y);:y^
~. . :ro~~~
/~ /A~/Y//V?->>/
NOTES:
1. There shall be n 1/2' seal joint
between
back of curb and driveway.
2. Concrete in curbs shall be 3000 psi,
with
fiber Mesh reinforcing.
Surface
UNDEB,DRALN FILTRATION SYSTEM DETAIL
NTS
I[
6' FENCE
6' FENCE
son
r;::STAKED
SILT
SCREEN
~.., .... ... TOB '\ J.-- _ :!:?B_@EL20.70
~ 25r-24hr :=19.94
~I== .): ")'1 ----~--
ll;-;-;ilL ) 1~1I1 .., TRE~~.~~T EL I 1/111'"
-=111 BOTTOM I' I I I EXIST.
-111== EL =17 70 1==111=-1 I ' GROUND (TYP.)-.J
, J -=III~III~III_II ,.
.sIBAIGHT CUBa.
N.T.S.
RE~TION POND-CROSS SECTION B-B
NTS
~...~
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.,r-\. .~~. NOTE: Wings only if
A'\U o~"" 1 ~'11"" 3' Transition Side 5100es Reouire.
~e" . -(,< o~ ~ ./'
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(I:~ i\)~ /'" ~ I
A L_~f1. '/ II A I Back of Curb
t I~ l . i Non-slip surface require-
I@ ~ ments, see Note 8.
~/~ r
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~ "i Conc. Sidewalk
Remove Curb if Existing
Exist Cone Drive
~ Max Slope ~1"
t4"
1/2" E
xp.
12"
1" L.----" Max Slope
I
t4"
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" ., .'. '1'.. . ~ . . .,' ... ....
/ . '-';-:~'''..>~:.> ..': :.-::--:.:...::...:..'4...:..:.~
. .. ", '..~ ..... ....:.---... .........
J . t I I + 1/2" Exp.
om 16"
Joint
B
t
Property I R.O. W. Line
TYPICAL DRIVEWAY CROSS SECTION
E.a
o L..
~8
s~o
~~o..
- - 0
r0Nf-
t
f!>~.:di..:J
I.::~:',,::: l?~ -:', -:.~...<... :.:. . ':"';'--.,'.;..1
3000 psi cone 4" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh. See note 7.
-"
o
~
PLAN VIEW
It
4' Min Residential Street l' City R/W
5' Min Arterial Street 2' County R/W
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp.
\ Modified and Valley Gutter Curbs
join exist back of curb
/ 12" ~ Textured Surface
~ / ~.. L----" Max Slope ~~
r':-:~'}Z 1/2: Exp~nSio: JOint' .. .. \ '=~:~;~in~o o~nsowcut
SECTION A-A
1/4" per Foot
..
Back of Curb
SECTION B-B
NOlES:
1. ProvidE' tooled joints at distances matching the width. Also
place expansion joints at driveways.
2. If some physical obstruction exists which prevents the placing
of sid,;!walks os shown, contact the Engineering Division for
altemClte location.
3. Woodell and other spacers will not be pennitted in sidewalks or
drivew'JYS.
4. No cO<ltings of any kind will be permitted on concrete
sidewolks or driveways without specific approval of the City
Engineer.
5. All concrete shall be 3000 psi min. 0 28 days, with fiber
mesh reinforcing.
6. Concrete surfoce to be light broom finish.
7. Concrete driveway construction shall be 6. thick w 6x6/10x10
welded wire mesh reinforcement.
8. Romps shall hove a tactile surface, textured to a depth not
exceeding 1/8- by use of tamp or roller in confonnance with
requirements of FOOT Roadway and Traffic Design Standards,
Detail 304 or most recent modifications.
R.G.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
3 4/91C12 Rev. N_
2 1/95 _ note
1 11/ll3 modltIed ...Ill ...t
REV. DA 1E IlESCRIPnl>>l
~rBY
.D~1E
11'93
NlEX NO.
109
.NIR atECICED BY
T.C.J.
N"P. DESIGNED BY
C....H.
lOf3
TYPICAL ~lnFWAL K c:n~S IRI II IIUN
.AtfP RAMP OfT All.
N.T.S.
15
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BL YD., SUITE 605
Clearwater, Horida 33760
Phone: (727) 524-1818
Fax: (727)52~90
PREPARED FOR:
SHEET DESCRIPTION:
15
METRO ARCHITECTS, INC
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
RDH
\t
~('
\t
~('
\t
~('
b
b
o ~\()..
3'b.
~\()..
b,o
31
\t
~('
NOTE. Concrete to be 3,000 psi, with Fiber l"Iesh reinForcing.
I- 2-112' I"Iln
.
I-- 7-3/4'
TYPE A
^Q~
:AJ
~~
'}..""
I.N
'O
C\J
-....
.....
I
.....
1
-1
/
-1
I- 2' I"Iln
'O
C\J
"-
.....
I
C\J
'O
C\J
"-
.....
I
If)
L · ,
I-- 7-112' -I ~
#3 Bo.r
Typlco.l
#3 Bo.r
Typlco.l
TYPE C
~ STOPS ~FORCED CONCRETE
N.T.S.
PROPOSED DRIVEWAY GRADE (TYP)
-0.50"-
~ ".00.
~
<la
'~
2.88%
~
LEX,STING GRND (1)1>)
~---
ENTRANCE DRIVEWAY ct. CROSS-SECTlQ~ A-A
(@ DRIVEWAY CONNECTION TO SANTA ROSA STREET
N.T.S.
PROPOSED DRIVEWAY GRADE (TYP)
\
~ ".00
~
<<Q
, ..,
.--.------ "
--1J)0X-
2.62%
~
--
c
EXISTING 5' SIDEWALK
(
-~XISTlNG GRND (TYP)
ENTRANCE DRIVEWAY ct. CROSS-SECTlQ,t-J C-C
(@ DRIVEWAY CONNECTION TO CHESTNUT STREET
N.T.S.
METRO ARCHITECTS OFFICE
PAVING GRADING & DRAINAGE DETAILS
WHITE BORDER
c!: SYMBOL
ELUE BACKGROUND
BLACK BORDER
&: LETTERS
WHITE BACKGROUND
BLACK BORDER
& LETTERS
WHITE BACKGROUND
A-L LETTERS
1. SERIES -C-
~
~
q.
~
~
~~
('"(;)
~-o
'~ 1L.
O,~
~==j
~
~
q.
~
~
~1
('"0
~-o
'<" ~
~~
~==j
-
1HESE PlANS MAY ItoT BE CClPIED OR
WODFIED WTHOUT WRITTEN PERIISSION
FROM GUlF COAST CONSUl1lNG, INC.
IIClWlD 0. tIN_ f,1IOU
NOT VALl) UNlESS SIGNED " DIIOSSED
BY A REGIS1ERED ENGINEER
GUlF COAST COI8Jl1lNG, INC.
CERTflCAlE fE AUlHCIRIZA1ION No. en4
-t 1'-0- t
.:~~
PARKING BY .
DISABLED ~
PERMIT
ONLY
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8- THICK SHEET
ALUMINUM
$255 FINE
F.S. 318.14
en
.
Z -...J
~ "
en 0
.
"--
~L
IAIA/\II' 'W rr ~/JI\I/_\V\1A1
iT. ..Jo'... .. lI' i 1 ~. .. . ~.' '.-
.~::j~:::: ': !" .~:'~~::;
- 2- HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
" I I-III. .:.)1 I. .~.: -II ~I I I ---- 8")(2'-6- CONCRETE MASS.
I.- · - FINISH TOP OF MASS lEVEL
-III . ....1 I . a 1'- '" WITH A SUGHT RAISED WASH
.:.,. I' APPROXIMATELY 1/2- ABOVE
. .1 I.... - ~ LEVEL OF TURF/SOD.
1I. .1 I 1I.
-.; L...J ..
.f
..'~ .
en
.
i
8-
t
HANDICAPPED SIGN 6. WIDE 1RAFF1C WHITE
SEE INDEX NO. 119 ~ _ STRIPE (TYPICAL) \
RAMP DOWN CON~ WALK
SEE INiiXNo. 109 ._\
I ~~ WIDE 1RAFF1C BLUE \
V STRIPE (TYPICAL)
\ 1RAfre WHRE V
! ({~~ V
I ~~ ke. /
I ,. .. ~rJl
12'-0. 2. (TYPICAL) ~I 5'-0. 1
lr-O. J
CONC. WALK
~
~
-~
NOTE:
All pavement markings to be thermoplastic.
HANDICAPPED STALL DETAIL
HA~ICAeE.E.D SIGN DEIAlL
N.T.S.
~SIDEIJALK IS CONTINUOUS
ACROSS DRIVE (TYP)
/,
~e
~('. eo('"
I ~ l(,'<' :1
<>/,,'5 '" 0 -(,iQ
T" e'" L
\)~ eO
0'<;
~
I
I 4\
constructlon~Olnt (j , }
PerMitted <Typ) --..........J
~A\' - c I 6'. <Typl
L-A
LB
-C
NOTEI
LIMits of concrete sWQle
LIMits of PQY qUQntlty
~ubJect to City Engineer's QPprovQI.
-;-0 be used only In unique sltuQtlons.
PLAN
P8:J
~ J
. '. .
. ,- '. '....
- .
.' ': . '", ". .
. . .. ." ~. . . : ", '~., . . ,.0.. .,'"!.. ,,'~. .
SECT/ON A-A
SECT/ON 8-8
NORMAL VALLEY GUTTER CURB
SECTION - SEE INDEX 101
/
2'
l' I
-' .
.T '. l'''X .-.. . -:r
'L .. ~ . :--:o.~: ...... -.::L
~ \ 4 #6 Continuous
.
(\J
SECT/ON C-C
CONCRETE SWALE DETAIL
VAl I ~Y GUTTER CURB
N.T.S.
f ,SIDEIJALK IS CONTINUOUS
ACROSS DRIVE <TYP)
/-
'\ .^ .~e
I r . ~,,,, ~~'.,.
1 ~() o~ "-
<?? &'" -(,-f?1
\)~e 6 \:
o...e
~
I ~\
Construction J~int (j ( J~
Pennitted (Typ) ~
~A\" ~c
-R(TYP)~
1'-4- I .
L I ~
. 1...... ... ... ...
. ~~. ", .~~.. . ~.0". : ~ -', ~!:.
t t ..-:T
5 1#6 Continuous
i-.A
-B
L-C
NOTE:
Limits of concrete swale
Limits of pay quantity
Sub ject to City Engineer's approval.
To be used only in unique situations.
PLAN
C...
'. . . .
. .' .-
. . .
. .... .
. . .
~. ....
. . '... .".
. ',' '.
~
. . .
:......:... .-....-.. .'.
. .'. .:. .:~: .-:.'~:.:,-.,-:- :!O: .-:..-~: .1
SECT/ON A-A
SECT/ON 8-8
NORMAL TYPE I CURB
SECTION - SEE INDEX 101
CONCRE:[E SWALE DETAIL
TYPE I CURB
N.T.S.
NO.
DATE
REVISIONS
2'-8-
.
'"
........
~
I
,....
[)
.
'"
.- )Jd(c.)i"'~'.1
~ 1) ~ I I I'
, ,
. ~, . 'oi Ii 1':11,
,'If");. .
":-'vi:', T'
N
........
~
I
,....
~
SECT/ON C-C
!....:,..:,~.i.., ~-~:"..;..
'.' .~.: ';" Y'j f ""I.-.
Jji(/~,."J,
/f/. L l, I . } ..M' ,
JOB NO.
06-063
5
8
SHT
DATE
9/21/06
APP'D
BY
OF
DESIGNED
DRAWN
CHECKED
Q.c.
TS
TS
RDH
,-
3'-411
-,
ro
i"
24
:::
lC)
,
2i/l
~1-4
I..
In
,
"'" ~
8/1 8/1
........ ~
2'-0"
~
--
,
8"
~
IW')
8"
~
~
PLAN
12"
24" I
I
~ OU U.D.
" 4'-4" I
I
,-
5'-5/1
I I ix>
.,
1--2-1/4"
Aluminum Skimmer
""
"
(()
i'
24
3' 0"
i"
24
4'-/"
Weir
'-......
b
.
N
--
,
..
I
in
~
I
':.t
to
Concrete Pad _ l.--o
Under Skimmer
8"
14--<
.
00
PLAN
PLAN VIEW
Design High Water Level ~
Top of Bonk EL.= 20.70 5-3/4"
9" Freeboard Grate EL.= 19.9 ~ I
-
" (OUtfall Pipe
2-1/4 18"
--*
/
8"
0-=..
5'-5"
4'-1"
sf
_1t2~
0- ~l;T
J t--Eye Bolt
, See Index 2.0/
5-3/4"
4'-4" '" f Eye Bolts Per
- ~ FOOT Index 201
3'-0" I
. '~
7
t Steel ~ c +-~ , 2"
Jl ~rate 1
T 2" CI.
~
ro
~I/ 3' -4" 5~"
54~1 2'-0" I~ 4
.. · i
r Grat~ 0-1- J:
I h 2" C/. J~' Eye Bolt
MI-+-' 1 See Index 201
r ~l I~
+ ---. t -.....:I '--- #4 Bars @
/2" Ctrs.
sr f1
r Grate .-/
j~CI.
f ~I t~ :4/~'Z:Irs,
~ + -,- ;-. ---.~
- '---
~ ~
'- ~
~-
~~
~ ~
'i:: ~
~!Q
SECT/ON
2'-4"
- 2" 1//1 1/" 2:.."
~+ ~ntJ1 ~~"
-
C> Tl~B
~~~I
1-
1 !~ 2"4~.! ~
/!~~~/~~/r
~1O
I ~ ~{
l't') .~ tJ c::
Vjco~
~!Q
C>
I
~
Approx. Weight 235 Lbs.
Recommended Maximum Pipe Size:
2'-0" Wall 18" Pipe
3' -I" Wall 24" Pipe (18" where an 18" pipe
enters a 2' -0" wall)
TYPE C GRATE INLET DETAIL
N.T.S.
Water Quantity
Weir @ EL.= 19.25
Aluminum Skimmer EL.= 18.94
Water Quality
Pond Bottom EL.= 17.70
I
r ~jn
lA/~t "-
8"./ L #4 Bars
Pad @ 12" Ctrs.
4" Min. Install 6" (Min.)
Gravel Bedding
SECT/ON
,
LMC
I-
4'-5"
-,
CROSS-SECTION
FOOT TYPE E INLET (Modified)
'0
~
co
Straight Bars 2"xf
Reticuline Bars I f x i"
Bonds 2/1xi"
4
Approx. Weight 190 Lbs.
3'-4"
I.-------J
I I
-l~--
1<0
"
I 10 .
~I J, ~
51 @ I')
II ~ ~
'<t 0 L.
I I Q. 0
(f) lD
':.t I .- N
INN
-,- - -
"\
"Q
c:
o
lD
I
'7
r' Of Grote
i ~!
&
! ~
! I
I -- ~t ~~r+
~!:
II
JI
(
"Q
c:
o
lDl
I
I ~ ~
Recommended Maxif1XJm Pipe Size:
3'-1" Wall-24/1 Pipe
4'-1" Wall-36" Pipe
TYPE E
Straight Bars 2" x 3/16"
Reticuline Bars 1-1/4" x 3/16"
Bands 1-1/2- x 1/4"
Approx. Weight 215 Lbs.
TYPE 0 GRAlE..Jt:!LET DETAIL
N.T.S.
Added _
DESCRIPTION
4' MINIMUM DR / ADDITIONAL PANELS
l':-ULL RAMP VIDTH "I L...J REQUIRED, TYP,
-.J - 000000000000000000000000000000000000
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>- 00000000000000000000000000000000000.
t- 000000000000000000000000000000000000
000000000000000000000000000000000000
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000000000000000000000000000000000000
ru__oooooooooooooooooooooooooooooooooo~~
AS 4' MINIMUM DR
~ ,.. FULL RAMP VIDTH ---I
000000000000000000000000000000000-000
00000000000000000000000000000(000000
ooooooooooooooooooooooooooooocoooooo
00000000000000000000000000000(000000
~oooooooooooooooooooooooooooocoooooo
~ooooooooooooooooooooooooooooooooooo
ooooooooooooooooooooooooooooocooooo.
ooooooooooooooooooooooooooooocoooooo
ooooooooooooooooooooooooooooocoooooo
000000000000000000000000000000000000
, ooooooooooooooooooooooooooooocoooooo
C\J ~ ~CL<<t9 0 0 00 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 o_o~.9
-.J
<[
U
t--<
a...
>-
I-
(24'x24' UNIT, 2 UNITS SHOVN)
CAST IN PLACE DETECTABLE
V AF?NING SURF ACE TILE
SEE NOTE 6
(24"x48' STAMP SHOVN)
IMPRINTED DETECTABLE
WARNING SURFACE
SEE NOTE 7
-.J
<[
U
t--<
a...
>-
I-
AS PER MATERIAL AND LOCATION
I_ al
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -J: TRUNCA TED DOMe
0000000000000000000000 OJ) SEE DETAIL
ooooooooooooooooooooo~o
000000000000000000000000 0 00 t
000000000000000000000000
000000000000000000000000 0 0 0 --- 1.6' MIN. TO 2.4'
000000000000000000000000 OO~-
000000000000000000000000 t-f -
000000000000000000000000
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ p 0 0 0 0 I"" / 2' TYP,
ooooooooooooooooood~oooo ~
0000000000000000000,00000 _I_L~
DOME PATTERN SHALL BE IN-iINE ~1 6' MIN TO 24' MAX
VITH DIRECTION OF TRAVEL ...,
TYPICAL PLAN VIEV
TRUNCATED DOME
- VARIESI 0.9' MIN, TO 1.4"
TOP DIA, TO BE 50% MIN.
THE BASE DIA.
1
& ~/OII/2OO1
REV.
DAlE
<:,-<7
~.
tt}il)
S' . ~es'
tt}. Id~
II). A tiQ1
"rt St
eriQ1 .
St
Match Existing if
Existing Sidewalk
CONC.
SIDEWALK
<0>
.'~' -Y
~
Grass Plantino or Other
Non-Wolkln07
6" 6" Vertical Curb
~ in Transition
,~
\~
TWe I cuE- I_~ove Bock of S I~ Flow Une
if Existing
C'a
~<'
~
-\-
-'P-9> <0
~~. .A "- .
0-:> ~.... .~ ~
\S'~"" ..-<' <" ,/
C'.... c>~. C
C>.s- C ~~. ~
~~ <:--'<S l!>.s- <S>
<!>.s-.s! ~~-:>:>.
C>-:k c>~ o~
~~ qr.
-::0.....
~
~~
~+
Grass Planting or Other
Non-Walking Surfac~
6"
4'/5'
RAMP CURB
.
<' "'"
'-!!J J
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
Exist.
ISOMETRIC VIEW
RETURNED CURB RAMPS
MAX,
MAX, DIA"
TO 65% OF
(\j
INTEGRAL IllOME
-
,v
'-- - 0.2', TYP ICAL
DETECTABLE ~ARNING PATTERN AND SURFACE TYPES
NOTESI
1. CURB R,~MP DETECTABLE WARNING SURFACES SHALL EXTEND THE FULL WIDTH OF THE RAMP. DETECTABLE WARNING SUR-
FACE S,ALL BE CONSTRUCTED BY TEXTURING A TRUNCATED DOME PATTERN IN CONFORMANCE WITH THE U.S. DEPARTMENT
OF A,D,I\. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION 4,29.2, SEE DETAIL ABOVE. THE
TRANSIuIDN SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS.
2. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES, EITHER LIGHT -ON-DI\RK
DR DARK -ON-LIGHT. COLOR AND DOME CONFIGURATION SHALL BE CONSISTENT AT EACH RAMP.
3, DETECT~BLE WARNING PAVERS SHALL CONFORM TO ASTMI C 902 'PEDESTRIAN AND LIGHT TRAFFIC PAVING BRICK',
4, DETECT~BLE WARNING PAVERS SHALL BE ON l' SAND BED COMPACTED, OVER NATIVE SOIL COMPACTED TO 98/. OF
MAXIMUM DENSITY,
5. DETECTABLE WARNING PAVERS SHALL BE AS MANUFACTURED BY PINE HALL BRICK DR EQUAL.
6, CAST IN PLACE DETECTABLE WARNING SURFACE TILE SHALL BE AS MANUFACTURED BY ARMOR-TILE DR EQUAL. (PART NO.
ADA-20:3, WI DETECTABLE WARNING SURFACE TILE IN LINE>
7, IMPRINTED DETECTABLE WARNING SURFACE STAMP SHALL BE AS MANUFACTURED BY STAMPCRETE DR EQUAL. STAMP SIZE
SHALL BE 24'x24' DR 24'x48'.
8, CONCRETE USED WITH THE STAMP METHOD SHALL HAVE AGGREGATE NO LARGER THAN 1/2',
9, ALL MATERIALS SHALL BE INSTALLED AS PER THESE CONDITIONS AND THOSE OF THE MANUFACTURES REQUIREMENTS,
TRUNCATED DOME DEIAU- - FOOT #304
N.T.S.
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 feOT BL YD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
PREPARED FOR:
CURB DROP CURB
I 'TRANSITION I' CURB -I' TRANSITION "1______ BACK OF SIDEWAll(
0----1 I~D
P ~R
ELEVATION A-A
VALLEY GUTTER CURB
\
CONC. RAMP
/.
1fJIl.
..,
. .
.' ."4:'
.'
.'. .
"I
'. .' j
\4"
./ Textured Surface
/'
l
~ .~
I... . .'
.'
'-4. '.
'.
.
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to comr:>ly with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8- by use of Tamp or roller
In Conformance with Requirements of FOOT
Roadway and Traffic DeSIgn Standards, Detail 304
Or Most Recent Modifications.
12: 1 MAX.
SECTION B-B
4/14/" J-.trIc: view ...-.....
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REDRAW BY
P.W.D.
OECICED BY
T.C.J.
AW. ~H~
_D~lE
1'93
NIEX NO.
109
2OF3
119:5
_now
REV.
DAlE
DESCRlPllON
TYPICAL SIDEWALK CURB CUT
RAMPS PHYSlCALL Y HANQICAPEElLDETALL
N.T.S.
SHEET DESCRIPTION:
METRO ARCHITECTS, INC
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
METRO ARCHITECTS OFFICE
I
J
()
\
""-- 6" U.D.
15.20
~ Outfall Pipe
18" Minimum
EL.= 1 ~1.21
A.c.
AW.
CITY OF ClEARWATER. FLORIDA
PUBLIC WORKS ADMItIlSTRATION
ENGINEERING
STORM SEWER
OUTFALL CONTROL
STRUCTUR""
W I UNDER DI~AIN
REDRAW BY
Novo
~tl~
DESIClNED BY
A,C,
-----::~
--- .- --......
I
/@
3:
o
-.
u.
/'?
/
/
'""
"
I
)
(
/
I I
I \ ~
~~
---....
Sha.llow 0'- 4'
Sta.nda.rd 4.1'- 6'
Deep 6.1'- 10'
Deep 10.1'- 14'
(:l
2'--6'
3'--6'
3'-'6'
3'-'6'
DAlE
6/00
I~:r-
1 CF 1
....-
B
C
4' Ma.x
6' Ma.x
la'
14'
7'
7'
REV.
4/9/02
DAlE
Pick Hole 7
1-114' 117
..
\D
.......
........
.......
.......
..
(\j
t-
o
..
..,.
........
(Y)
.......
l
t
.....y. ""."'.
I
R....Not.-
DESCRlP1lON
o
o 0
l
:~
o ODD
DSTOR
000000
SE\JERD
o
/
Required.&-
At T erMina.l
Ma.nhole
Non Skid
Pa.ttern
Required
o
ODD
o
o 0
o
HALF SECTION CAST IRON GRA TES
NOTES
1. Fo.sten skll"ll"ler with 4 sto.lnless
steel bolts wi leo.d o.nchors
2, Seo.l o.ll edges of skll"ll"ler 0. t
conto.ct points with structure with
wo. terproof co.ulklng or o.pproved equo.l
OUTFALL CONTROL STRUCTURE DEIAlL
WITH UNDERDR.
N.T.S.
\
-- - J ) -1
f~ 7
r--- "_ -
I-- -_ - _____
~~
PLAN
SOLID COVER
I ~ 22-3/4' I
~ ~~~3~~'
Mnchlnecl sur9
SOLID COVER SECTION
MiniMUM Veight 128 lbs.
5/8'
Min, 4 Required
I
RING - HALF PLAN
36'
~23'~
21'
Ma.chined Surfa.c=
I
N / l
/~ ~""
..
(J\
t-
o
..
'"
-'-
1'- '- '- "
'- '-
RING - SECTION
MiniMUM ~eight 7' 232 lbs,
9' 278 lbs.
NOTES
1. Where roOodwOoY bOose is B' or thicker use 9' ring,
Ooll other co.ses 7' ring Is perl"llsslble,
2, MOonufo.cturers l"Iodel of storM ring o.nd cover to
be o.pproved by City Engineer.
3, Perforo.ted covers, when required sho.ll be sll"lllo.r
to solid covers.
APf7.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAW BY
Novo
0lE0<ED BY
'w'.J.s.
DESIClNED BY
D.G.B.
STORM SEWER
MANHOLE COVER
DAlE
3/00
NlEX NO.
201
1 IF 1
STORM SEWER MANHOLE COVER..JlETAll,.
N.T.S.
See Index No. 201
"
l
Cla.y Dr CeMent
Brick Ma.sona.ry
L
I~
Va.ries
t
A
t
E::
/:
8' - /:
/ Dr
12' I~I-
f
6'~
..
<[
..
..
~
..
BottOM Of:/;
Corbel '/
'D' Min. ~ ~ 8'
To Suit Pipe V
- -~12'1
I
'E'
I (
~~
~ I
~.
'/ /l
/
Squa.re BOttOM
PerMitted
/
I~-: . ::~: ~. ': . : :: ~: : : :.' '(,. : :~~ ~ ::..: <'": -rr
'~:'~",". ............... "..... :~......( ~
SECTION A-A ~'G'
D
3'-6'
4'
4'
5'
NO.
DATE
E
24'
30'
48'
48'
F
8'
8'
12'
12'
#3
#5
#5
#5
G
a. t 12' E,V.
a. t 10' E,V.
a.t la' LV.
a. t 10' LV.
NOTES
1. All concrete to be 3000
p.s.i.,
with fiber Mesh
reinforcing.
Ma.x
Ma.x
Ma.x
Ma.x
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAW BY
Novo
OfEO<ED BY
'w'.J.S.
AW, DESIGNED BY
D.G.B.
STORM SEWER
MANHOLE DETAIL
DAlE
3/00
IIIlEX NO.
202
1 IF 1
R.G.
STORM SEWER MANHOLE DETAIL
N.T.S.
1HESE PlANS M"'I' NOT BE COPIED OR
MOOF1ED .1HOUT MIllEN PEIUSSION
FROM GU.F COAST CONSUl1lNG, INC.
PAVING GRADING & DRAINAGE DETAILS
RICtWlD D. "MIlS f"IOI3
NOT VALl) utI.ESS SICJlED a: DB05SED
BY A RmS1l:RED ENGINEER
Clll.F COAST CONSU..1ItG, INC.
CER1If1CAlE (E AUlHORlZA11ON No. Im4
REVISIONS
r.
.p
.. Q.
~ Qj
t:::l
, Wlb:r,
, ~ :. I(
'I '.\, ll,.\I:'
I l:1 01. [
, '~'.
I' _ : ~-. ;'
\ !/~"' E ~
" ,
"'...\
t
c ,- t~ !~ -~~,! "/
~":// p/ l
~ <7 7, ,-::, -
,--~_ r...,~_ ~\,J. =~:~; ~"~J
JOB NO.
06-063
6
8
SHT.
DATE
9/21/06
APP'D
BY
OF
DESIGNED
DRAWN
CHECKED
Q.c.
Lot
,
-.;t
~
Curb..} t
~
'VIa. ter Ma.i
NOTEI 3'-0" DIAMETER TYPE "A" MANHOLE SHALL BE USED AT THE
END OF ALL 8" SE'WERS 'WHERE MANHOLE DEPTH DOES NOT
EXCEED 4'-0" DR EXCEPT AS NOTED OTHER'WISE IN PLANS.
~ C.r. FRAME 8. COVER
"I~
," SEE
'" NOTE 2
~I
A ~
VA
SEE NOTE 4 -________ j0 V '7'.:
/; l.YPE 'A' MH Y;
/ / 3'-0" - ~
SEE NOTE I ~~. D1A. . ~~
:;0 SEE T ABLE ~
~t--.~~ --6"
", 'd .~~~C~~.::~~~~ I
\%= 00 o' o' o' o' o' ~o · 0 - 0/ t
-: . pO ),. po po rO .,.op,/
6" MIN. DEPTH J L3/4" ROCK ""-#4 @ 8" D.C.
DR AS DIRECTED EACH 'WAY, 1 1/2"
BY ENGINEEI~ SECTION COVER OVER BAR MAT
I
~
1\.,,:
~
~
W
.....I
~
<t:
......
a:::
<t:
>
. .
. .
f~~~
y c:I- -------- 1
~~ __________ _0
. I
. .
, .
, ,
~I
PLAN
STANDARD MANHOLE
ST !l~nAPn 8, 11k'11~ u .u.lI-Inl I='" Df:T AIL
N.T.S.
---------------------~---------
'VIa. ter ServiER......
(Typ.) ~
NOTEI
\.
1. PRECAST 'WALL THICKNESS SHALL BE 6" FOR ALL
DEPTHS AND REINFORCED PER ASTM C-478 AND 'WITH
CONCRETE CONSISTING OF 4000 PSI AT 28
DAYS, TYPE II PORTLAND CEMENT.
2. ALL RISER UNITS SHALL HAVE A MINIMUM HEIGHT
OF 12" 'WITH THE CONCENTRIC CONE SET BET'WEEN
2 1/2" AND 14 1/2" BELO'W THE BOTTOM OF MANHOLE
COVER FRAME.
3. ALL TONGUE AND GROOVE JOINTS SHALL BE JOINED
AND COMPLETELY SEALED 'WITH RAM-NEC PER
ST ANDARD SPECIFICATION.
r/w line0
WM ]
I
2~1
II WM
Lot
I
.
.
I
I
I
I
I
~
S .' -'^'-
- - - - a.n.----- - - --~r - --~------ - ---- - ~--- --- - - --
r M.H.
: ~ Sa.nita.ry La. tera.l
: (TypJ
I
I
I
f'Sidewa.lk
~
8-l
I
2~~
Lot
NOTE. SANITARY LATERALS TO BE
WITHIN 10' OF CENTER OF LOT ON
DOWNHILL SIDE OF CENTER OF LOT.
4. ALL INTERIOR AND EXTERIOR MANHOLE SURFACES
SHALL BE PREPARED FOR COATING AND COATED
'WITH AT LEAST 15 MILS DRY THICKNESS OF PROCO
EP-214-351 EPOXI-MASTIC AS MANUFACTURED BY
PROTECTIVE COA TINGS INC., PER CITY SPECIFIC A TIONS.
5. SUBMITTAL FOR APPROVAL SHALL BE MADE OF
PRECAST MANHOLE SHOP DRA'WINGS, MANHOLE
FRAMES AND COVERS, METHODS TO BE USED IN
SEALING, JOINING AND COATING MANHOLE
SECTIONS BEFORE CONSTRUCTION BEGINS.
~..
.....
~
f--l0'
I
I
"'-Side Lot
(Typ.)
Lot
Line
~t..l<V lL.:~ I nrA TinN~ DETAIL
N.T.S.
~~~ -
2' Ba.ll Va.lV/
6. GASKETED MANHOLE CONNECTORS SHALL BE
SUBMITTED TO PINEL LAS COUNTY PRIOR TO USE.
FOR GROUTED CONNECTION USING PVC PIPE,
A SUIT ABLE ADAPTER REQUIRED.
7. "FLA T TOP" DR HORIZONTAL SLAB MANHOLE
TOPS ARE NOT PERMITTED ON 3' DR 4' DIAMETERS.
8. AN OUTSIDE DR INSIDE PVC DROP CONNECTION IS
REQUIRED 'WHERE INLET IS GREATER THAN 2' ABOVE
MH INVERT. A FLUME SHALL BE CONSTRUCTED ON
DROPS 2' DR LESS ABOVE MH INVERT.
~
TEMPORARY BLO~OFF
AND SAMPLE TAP
TABLE
DIA.
FOR PIPES
24" 8. UNDER
II
II
-
4'-0"
5'-0"
30" 8. 36"
6'-0" 42" 8. OVER
~
I.
11
~
~ ~ i~
~
W
:r:::
~
Restra.ined ~
T a.pped Plug
:::::::::
END CONNECTION
----..... ~ L,
r.-l
CJ 0 CJ
CJ 0 CJ 0 CJ
CJDCJOCJOCJ
OSANITARYO
OOCJ 0 CJOO
o SE'WER 0
CJOCJOCJOCJ
CJ 0 CJ 0 CJ
CJ 0 CJ
~ \
'1
2 Non-Penetra. ting
Pick Holes
,.
I
.1 ~
t ~
T
24'
11---- 25 3/4' -..~ I
I- 29 1/2' ~
RING - SECTION
Weight 85 lbs.
15
Gulf Coast Consulting, Inc.
Land Development Consulting
TS
13825 ICOT BLVD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
RDH
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS.
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
P,V,C,
Hose
Bibb------- ~
Ga.l va.nizeJ
3/4'
2' Ga.l va.nlze~
2' Corpora. tl~ '"
~~
T a.pping Sa.ddl-
(9)
m
--=-
~
~I
TOP CONNECTION
CITY OF CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
TEMP BLOWOFF
AND
SAMPLE TAP
_.. BY
B.V.D.
()IEDCED BY
REV. DAlE
N'P. ~..r
IlESl:RP1lClII
PIPE
RESTRAINT
~L
.1 ~ Mega.lug Restra.lner <Typ.)
SOLID COVER
lIo.
25 1/2' _
I 'I~~
~-r-
-.
v.u.
II .
:\
<:y
Ebba. 1500 Series <TYP,~
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.>
FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE.
8' PVC MAXIMUM SIZE USED IN SYSTEM
SAr--JIT ARY Sf:\Jf:R
U ... .. II -Inl I='" COVER
N.T.S.
NOM.
PIPE
SIZE
4
6
8
ELBO'WS (deg.)
VAL VE
TEES
BRANCH
28
47
66
SOLID COVER SECTION
NOTES Weight 120 lbs.
1. U.S. F ounclry No. 117 Ring And BL Cover, Dr Equo.l.
11.25
2
3
4
22.50 45 90
4 9 21
6 12 29
8 16 38
PREPARED FOR:
METRO ARCHITECTS, INC.
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
DEAD
END
46
65
85
NOTE. THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
Lot
f'r/w line
TYPICAL VAL VE SETTING
n.t.s.
, c
0--
........::::E
"r
Ul
~
d
~
~
o
4-
AdjUsta.bl~
V a.l ve Box _______
c ~
~ Q)
>
- 0
I,{) U
Cur~
'When V o.l ve Occurs in ROa.oI~
set Buse on IO-CoMMon Brick. ~) \
~. .&
:U~~
/ '\. ~ 'Wa.ter Ma.in
Mech. Joint Va.lv/ ""-
Restra.ining Joint
I 4-
o
~
C\J ~
~
a.
Q)
Q
~
CITY OF CLEARWATER, F1.0RIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
TYPICAL VALVE
SETTING
CROSS SECTION
_.. BY
B.V.D.
()IEDCED BY
DAlE
01/15/92
NlEX NO.
402
10F4
REV. DAlE
N'P. ~H~
IlESl:RP1lClII
TYPICAL FIRE HYDRANT SETTING
n.t.s.
I!!I
. == I- - Fire Hydra.nt AsseMbly
. == . (Typ.>
o$~
ONLY APPROVED
Kenneoly Gua.rolla.n No. K -81A
Muller Centuria.n No. A-423
U.S. Pipe Metropollta.n
Dista.nce Va.ries
-I
1 ~
, = , /VUlve Box
'~~~
18' Min.
24' Ma.x.
~~
/va.lve
~
Box
c
~
=
iMech. Joint Vulve
f
-
I,{)
I
(\J
Ta.pping Sleeve 8. Va.lve
By City, Fee by
Owner or Contra.ctor
i
~ ~D~
LJ-
Connecting Piece W/integra.llYJ1
Co.st Mech. Joint Glo.nd on "::J
one' End- D.r. Rota. to.ble Mech.
Joint Gla.nd on Other End.
J.. .
"-- Restra.ining Joint <T yp.>
"--Exist. 'Wa.ter Ma.in
CITY OF CLEARWATER, F1.0RIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
REIlf.'''''D~ TYPICAL HYDRANT 05~~/93
()IEDCED BY SETTING INDq llQ
DESIlMD BY APPING SLEEVE a. VAL V 402
N'P. BY CITY 4 OF 4
DAlE
06/24/91
,r
2 OF 2
NOTES.
1. All Fire Hydra.nts to ha.ve 5 114' Va.lve Sea.t.
2. See Index # 407 for Ja.ck 8. Bore Deta.ils.
lle5CIIP1IllII
REV. DAlE
Stop Less Check
MUELLER H14350 with Lock 'VIing o.nd
COMpression inlet or a.pproved equa.l
Threa.ded Corpora. tion Stop
MUELLER H15008
or a.pproved equo.l
( TAP AT 45. ANGLE )
..
~
....
So.dclle required on
4' P.V.C. only
\ "ater
~
.At :.:.~~
~, / "~
Saddle shUll have clouble (~
sta.inless steel stra.ps ~^~.,
with epoxy coo. ted -=-.Xi"
ductile iron body.
Service Tubing
Driscopipe 5100 or Endot/Ya.rdley
Blue Jet, SDR 9, 3408 Polyethyl~e
')PlhINf\ '
l)Fr.F"fFf'
'VI a. ter Ma.in
I"
CHLORINA TION TAP
>-'Lf\i'H\jI~j(J : ,FPII i--'i "I'f-;-.J
r: I TV r J F (- : ,: L'q;l'^, · :l:!:,
_.. BY
B.V.D
()IEDCED BY
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
REV. DAlE
N'P. ~H~
THRUST
RESTRAINING
IlESl:RP1lClII
SHEET DESCR1PTION:
DAlE
9/02/99
~r
_.. BY
B.V.D.
G.C.H. ~..r
N'P. ~H~
CHLORINATION TAP
DAlE
06/25/91
Nfol'"
1 OF 2'
W 8I71'J5 ~ feoW::R TIMoIo iyp
101'2
REV. DAlE
IlESl:RP1lClII
- 1jJ"" _Ir 'c'
['ld'" , , :.
~r- .". .~', "'?
/~
. I .
, . i.".)
- .
, , ~ ( '-....
, _ ~ ' . f' : ~ ' "." 'I . ) ".
1HESE PLANS MAY NOT BE COPlm OR
MOOlFlED WI'lHOUT WRITTEN PERMISSION
FROM GUlF COAST CONSUL1ING, 1He.
J6BNO.
METRO ARCHITECTS OFFICE
WATER & SEWER DETAILS
7
8
06-063
SHT.
IICttARD D- IWlRIS ,.clI3
NOT VALl) UNLESS SIGNED " BIIOSSED
BY 4' REQSlERED ENGINEER
CUI' COAST COtlSll.1ItG. INC.
CER1I'lCA1I: (F AUlHORIZA1ION No. 8774
DATE
9/21/06
REVISIONS
APP'D
BY OF
NO.
DATE
METRO ARCHITECTS OFFICE
STORMWA TER POLLUTION PREVENTION PLAN
SITE DESCRIPTION
DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES:
CONSTI~UCTlON OF A 7.999 S.F. OFFICE BUILDING WllH A STORM WATER DETENTION POND AND REQUIRED PARKING
SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTAWNG A STABILIZED CONSTRUCTION ENTRANCE.
PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; EXCAVATION FOR THE POND.
STORM SEWER. UTILITIES AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARATION FOR FINAL
PLANTING AND SEEDING.
SEQUENCE OF MAJOR EVENTS:
1. INSTALL STAKED SILT FENCE AS INDICATED ON lHE CONSTRUCTION PLANS.
2. CU::AR AND GRUB FOR PONDS TO BE USED AS SEDIMENTATION BASINS.
3. EXCAVATE POND FOR SEDIMENT TRAPS FOR SITE RUNOFFS.
4. BEGIN BUILDING CONSTRUCTION.
5. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO POND. AS NECESSARY.
6. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION. UTILITIES AND OUT FALL STRUCTURE.
7. EXCAVATE THE REMAINDER OF lHE PONDS INCLUDING REMOVAL OF SILT DEPOSITS.
8. STABILIZE PARKING LOT.
9. CONSTRUCT CURB. BASE AND ASPHALT.
10. COMPLETE FINAL SITE GRADING.
11. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS.
12. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND lHE SITE IS STABILIZED. REMOVE EROSION PROTECTION DEVICES AND
AND PLACE SOD AS NECESSARY.
POLLUTION REDUCTION CONTROLS
EROSION AND SEDIMENT CONTROLS
STABILlZA TlON PRACTICES
WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR
ALTERED WllHlN A TWO (2) WEEK TIME FRAME. ALL PERVIOUS AREAS OF lHE SITE INCLUDED IN GRADING lHA TARE
DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WllH A COMBINATION OF SOD AND/OR SEEDING AND
MULCHING. PAD AREAS WllHlN FUTURE UNITS WHERE EARlHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND
MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS. FUGITIVE DUST SHALL BE MANAGED BY APPLYING
A WATI::R SPRAY TO SATURATE lHE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST
TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO
CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST.
TEMPOf~ARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF lHE SITE WHERE CONSTRUCTION
ACTlVl1Y TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED 'HlTH TEMPORARY GRASS AND MULCH NO
LATER lHAN 14 DAYS FROM lHE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF
BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. lHE SEP ARA TE TYPES OF SEED USED SHALL BE lHOROUGHL Y DRY MIXED
IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. lHE MULCH MATERIAL USED SHALL
NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT. RYE OR WHEAT STRAW. OR OF
PANGOLA. PEANUT. COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT
INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY
APPLYING ST ABILlZA TlON AND BASE.
PERMANENT STABILIZATION - DISTURBED PORTIONS OF lHE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTlY CEASES
SHALL BE STABILIZED WllH SOD NO LATER lHAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY.
STRUCTURAL PRACTICES
EROSION PROTECTION - DURING lHE CONSTRUCTION PHASES. APPROPRIATE PRACTICES INCLUDING. BUT NOT LIMITED TO SILT
FENCE BARRIERS. HAY BALES AND WATERING OR OlHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE
DUST.
SEDIMENT BASINS - lHE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING
lHE CONSTRUCTION PERIOD. AT lHE CONTRACTOR'S DISCRETION. THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE
DESIGN CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT TO BE COLLECTED AND
REMOVED PRIOR TO COMPLETION OF THE GRADING.
STORM WATER MANAGEMENT
STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB. STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED
AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR
PLANTlI~GS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS lHA T WERE UTILIZED AS THE
TEMPOF:ARY SEDIMENT BASINS DURING lHE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM
lHE SEDIMENT BASINS. IT IS lHE RESPONSIBILITY OF lHE CONTRACTOR TO CONSTRUCT ALL RETENTION/DETENTION AREAS IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS.
SPECIFIED OTHER CONTROLS
WASTE DISPOSAL
WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO
STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION IS
TO BE REMOVED FROM lHE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON
SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING
THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR
THE DA Y TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT lHESE PROCEDURES ARE FOLLOWED.
HAZARDOUS WASTE - IF ENCOUNTERED. ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY
STATE AND/LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE
FOLLOWED.
SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE
MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS.
OFF SITE VEHICLE TRACKING
STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS.
lHE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD. DIRT OR ROCK TRACKED FROM lHE
SITE. DUMP TRUCKS HAULING MATERIAL FROM lHE SITE SHALL BE COVERED WllH A TARPAULIN AT ALL TlJ.4ES.
DESIGNED
PREPARED FOR:
15
Gulf Coast Consulting, Inc.
Land Development Consulting
13825 ICOT BL YD., SUITE 605
Clearwater, Florida 33760
Phone: (727) 524-1818
Fax: (727) 524-6090
METRO ARCHITECTS, INC
314 SOUTH MISSOURI AVENUE, SUITE 311
CLEARWATER, FLORIDA 33756
DRAWN
15
CHECKED
RDH
Q.c.
TIMING OF CONTROL MEASURES
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES. STAKED SILT FENCE. STABILIZED CONSTRUCTION ENTRANCES AND
SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS
WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY
GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTlY THAT
AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER lHE ENTIRE SITE IS STABILIZED. lHE ACCUMULATED SEDIMENT SHALL
BE REMOVED FROM THE TRAPS AND lHE STAKED SILT FENCES SHALL BE REMOVED.
CERTIFICA TION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS
THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE CITY OF CLEARWATER AND THE SOUTHWEST FLORIDA WATER
MANAGEMENT DISTRICT (S'M'WMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS
ESTABLISHED BY THE CITY OF CLEARWATER EROSION & SILTATION CONTROL POLICY AND THE FLORIDA ADMINISTRATIVE CODE.
CHAPTER 40D -4 AND 400-40. TO ENSURE COMPLIANCE. lHlS PLAN WAS PREPARED IN ACCORDANCE WITH S'M'WMD'S
-BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WllHlN lHE SOUlHWEST FLORIDA WATER
MANAGEMENT DISTRICT".
MAINTENANCE INSPECTION PROCEDURES
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
THESE ARE lHE INSPECTION AND MAINTENANCE PRACTICES lHAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT
CONTROL:
1. LESS lHAN ONE HALF OF THE SITE SHALL BE DENUDED AT ONE TIME.
2. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF
0.5-INCHES OR GREATER BY A CONTRACTOR'S REPRESENTATIVE.
3. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED
WllHlN 24 HOURS OF REPORT.
4. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE -lHIRD lHE HEIGHT OF lHE SILT
FENCE.
5. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPlH OF SEDIMENT AND TEARS TO SEE IF lHE FABRIC IS SECURELY
ATTACHED TO THE FENCE POSTS AND TO SEE lHAT THE FENCE POSTS ARE FIRMLY IN lHE GROUND.
6. lHE SEDIMENT BASINS SHALL BE INSPECTED. DEPlH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED
WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT lHE END OF lHE JOB.
7. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS.
WASHOUTS AND HEAL lHY GROWTH.
8. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY lHE CONTRACTOR AND SHALL BE
KEPT IN AN ACTIVE LOG READILY AVAILABLE AT lHE JOB SITE.
9. EllHER lHE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE. REPAIR
ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT.
10. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE
SUPERINTENDENT. lHEY SHALL BE TRAINED IN ALL lHE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR
KEEPING lHE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER.
NON-STORM WATER DISCHARGE
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE
CONSTRUCTION PERIOD:
1. WA TER FROM WATER LINE FLUSHING.
2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED).
3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
ALL NON-STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE.
NON-STORM WATER DISCHARGE
IT IS EXPECTED lHA T THE FOLLOWING NON-STORM WATER DISCHARGES SHALL NOT OCCUR FROM THE SITE DURING lHE
CONSTRUCTION PERIOD:
CONCRETE
DETERGENTS
PAINTS (ENAMEL AND LATEX)
METAL STUDS
GLASS
TAR
SAND
fERTILIZERS
PETROLEUM BASED PRODUCTS
AND FUELS
CLEANING SOLVENTS
wOOD
MASONRY BLOCK
ROOFING SHINGLES
STONE
SPILL PREVENTION
MATERIAL MANAGEMENT PRACTICES
lHE FOLLOWING ARE lHE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE lHE RISK OF SPILLS OR
OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
GOOD HOUSEKEEPING:
lHE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING lHE CONSTRUCTION PROJECT.
AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT.
ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF
POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE.
PRODUCTS SHALL BE KEPT IN lHEIR ORIGINAL MANUFACTURERS LABELED CONTAINERS.
SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.
WHENEVER POSSIBLE. ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER.
MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.
THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE.
HAZARDOUS PRODUCTS:
lHESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WllH HAZARDOUS MATERIALS.
PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE.
ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION.
IF SURPLUS PRODUCT MUST BE DISPOSED OF. MANUFACTURERS OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER
DISPOSAL SHALL BE FOLLOWED.
PETROLEUM PRODUCTS:
ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE
CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTlY SEALED CONTAINERS WHICH ARE CLEARLY LABELED.
ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURERS RECOMMENDATIONS.
FERTILIZERS:
FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED.
FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED.
THE CONTENTS OF ANY P ARTlALL Y USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID
SPILLS.
PAINTS:
ALL CONTAINERS SHALL BE TIGHTlY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE
DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS
INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
CONCRETE TRUCKS:
CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL
A CONTAINMENT BERM AROUND lHlS AREA TO PREVENT RUNOFF TO THE REMAINDER OF lHE SITE. HARD DEBRIS SHALL BE
DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT.
SHEET DESCRIPTION:
METRO ARCHITECTS OFFICE
JOB NO. 8
06-063
SHT.
DATE:
9/21/06 8
REVISIONS APP"D
BY OF
SPILL CONTROL PRACTICES
IN ADDITION TO lHE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS
OF THIS PLAN. THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:
MANUFACTURERS RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE
MADE AWARE OF lHE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES.
MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN lHE MATERIAL STORAGE AREA ON SITE.
EQUIPMENT AND MATERIALS SHALL INCLUDE. BUT NOT BE LIMITED TO, BROOMS. DUST PANS. MOPS. RAGS. GLOVES. GOGGLES.
KITTY LITTER, SAND. SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS.
ALL SPILLS SHALL BE CLEANED UP IMMEDIA TEL Y AFTER DISCOVERY.
THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT
INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE.
SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO lHE APPROPRIATE STATE OR LOCAL GOVERNMENT
AGENCY. REGARDLESS OF THE 'SIZE.
THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM
REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF lHE SPILL, ITS CAUSE AND lHE
CLEAN UP MEASURES SHALL ALSO BE INCLUDED.
lHE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND
CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND
CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND
CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN
THE OFFICE TRAILER ON SITE. II=" APPLICABLE.
NOTICE OF TERMINATION
A NOTICE OF TERMINA TlON SHALL BE SUBMITTED TO THE EP A AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND lHE
SITE HAS UNDERGONE FINAL Sl ABILlZA TlON.
POLLUTION PREVENTION PLAN CERTIFICATION
TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE
PREPARED UNDER MY DIRECTlOU OR SUPERVISION IN ACCORDANCE WllH A SYSTEM DESIGNED TO ASSURE lHAT QUALIFIED
PERSONNEL PROPERLY GATHER AND EVALUATE lHE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR
PERSONS MANAGING lHE SYSTEM. OR THOSE PERSONS DIRECTlY RESPONSIBLE FOR GA lHERING. lHE INFORMATION SUBMITTED
IS. TO THE BEST OF MY KNOWl..EDGE AND BELIEF. TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT lHERE ARE
SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION. INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR
KNOWING VIOLATIONS.
OWNER:
NAME:
TITlE:
SIGNATURE:
DA TE:
CONTRACTOR'S CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND lHE TERMS AND CONDITIONS OF lHE GENERAL NATIONAL
POLLUTANT DISCHARGE ELlMINAllON SYSTEM (NPOES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED
WllH CONSTRUCTION ACTIVITY F1~OM THE SITE IDENllFlED AS PART OF THIS CERTIFICATION.
SIGNATURE
COMPANY NAME AND ADDRESS
RESPONSIBLE FOR
COMP ANY:
SIGNATURE:
ADDRESS:
NAME:
GENERAL CONTRACTOR
DATE:
PHONE:
COMPANY:
SIGNA TURE:
ADDRESS:
TEMPORARY AND PERMANENT
STABILIZATION
NAME:
DATE:
PHONE:
COMPANY:
SIGNATURE:
ADDRESS:
STABILIZED CONSTRUCTION ENTRANCE.
EARlH DIKES. SEDIMENT BASIN
NAME:
DATE:
PHONE:
'JI<ibll\;A-
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THESE PLANS WAY NOT BE COPIED OR
WOOIF1ED WI-mooT '.T1EN PERWlSSlON
FROM GUlF COAS1' CONSUllltG. INC.
STORMW A TER POLLUTION PREVENTION PLAN
IICHMD Do IUMS f3IClI3
NOT VALl) UNLESS!IGNED Ii aeossm
BY A REGIS1ERED EHGINEER
GllF COAST CllNSUl1lNG, INC.
CER1FICAlE CE AUlIlORIZAlOI No. 9774
NO
DATE
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PLANT MATERIAL SCHEDULE
BOTANICAL NAME
AGAPANTHUS AFRICANUS
CARISSA "BOXWOOD BEAUTY"
CODIAEUM VARIEGATUM 'MAMMEY'
HIBISCUS "STANDARD"
ILEX CASSINE
ILEX x AlTENUATA 'EAST PALATKA'
ILLICIUM PARVIFLORUM
LAGERSTROEMIA INDICA "NATCHEZ"
L1RIOPE MUSCARI 'GIANT"
LONICERA SEMPERVIRENS
PENNISETUM SETACEUM
QUERCUS VIRGINIANA
RAPHIOLEPIS INDICA "WHITE"
STRELlTZIA REGINAE
TAXODIUM DISTICHUM
VIBURNUM AWABUKI
COMMON NAME
LILY OF THE NILE
DWARF CARISSA
CROTON
TREE-FORM HIBISCUS
SPECIFICATION
1 GAL., 10-12" HT. X 8" SPA.
3 GAL., 16" HT. x 16" SPR.
3 GAL., 20-24" HT. x 15-18" SPR.
1" CAL. MIN. 6' HT. x 3' SPR.
DAHOON HOLLY fer '1.Jf 3" CAL. 10-12' HT. x 5-6' SPA.
EAST PALATKA HOLLY 3" CAL., 12' HT. x 3-4' SPA.
YELLOW ANISE 3 GAL., 24-30" HT.
CRAPE MYRTLE "WHITE" ,( t , : " STANDARD, 3' CAL., 8' CLEAR TRUNK
GIANT L1RIOPE 1 GAL., 12" HT. x 12" SPA.
CORAL HONEYSUCKLE Var. 'Sulphurea' 1 GAL., 12" SPR.
FOUNTAIN GRASS "WHITE" 3 GAL., 24-30" HT., FULL
LIVE OAK -;' ..-, , 6" CAL., 18-20'HT. x 7' SPR.
DWARF INDIAN HAWfHORN 3 GAL., 16" HT. x 18" SPR., DENSE
BIRD OF PARADISE 7 GAL., 36" HT. x 24" SPR., FULL
BALD CYPRESS 'A r~ l' 4.5" CAL., 12-14' HT.
MIRROR LEAF VIBURNUM 3 GAL., 20-24" HT. x 15-18" SPA.
TREE REMOVAL SCHEDULE
14" Oak
7" Oak
14" Oak
8" Oak
8" Cherry Laurel
7" Cherry Laurel
6" Cherry Laurel
8" Cherry Laurel
10" Cherry Laurel
7" Cherry Laurel
6" Cherry Laurel
7" Cherry Laurel
6" Oak
7" Cherry Laurel
115" Total D.B.H. Inches to be removed
Proposed Replacement Trees:
7 Live Oak 6" 42"
5 Dahoon Holly 3" 15"
3 East Palatka Holly 3" 9"
6 Crape Myrtle 3" 18"
7 Bald Cypress 4.5" 31.5"
Total: 115.5"
INTERIOR LANDSCAPE REQUIREMENTS
Total Vehicular Use Area:
Required Interior Landscape Area:
Required Trees @ 150 Sq. Ft.fTree:
Trees Provided:
7420 Sq. Ft.
742 Sq. Ft.
5 Trees
5 Trees
Total Interior Area(not in perimeter buffers): 1247 Sq. Ft.
Total Interior Area of Shrubs: 646 Sq. Ft.
Percentage of Shrub/Groundcover: 52%
Foundation requirements for ROW building facades:
Required Foundation Trees: 160' ROW frontage= 8 Trees
Trees Provided: 8 Trees
(4) Tree Form Hibiscus - Accent Tree
(4) Crape Myrtle- Accent Tree
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Buffer B: Adjacent Use Local Street
50' Length x 10' Wide
(Reduced Width West side)
Trees Required: 2
Trees Provided: 2
(1) Live Oak / (1) Dahoon Holly
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.~ r Existing Tree to Remain (typ.)
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_ _ _ _ ___d __ ___ _ _ __ _ _ _ _ _ _ ___ I/AK~ 0" \ SR INTERIOR LANDSCAPE AREA:
-- - -- --- -- Tn,".piantedsabaIP~I';;--- - __~cc--- ~~~,",ii~i~g \ ill space3'oncan:,.~':h~~~i:UBS(12so.FT.)
;;~ ~ ~T~~~l~l~,~~ ~ ~ "\14=%AK ::=-1 :0 .1 (30ttendrllstofence
/ 1\ / <M /X ;( BU . ~R B ,,~ '
: V 'f.... ...... V//)l;t; -- ~----t.r" . 14- OAK LOS
I \ \ ,-1 ~:~:>0: l) 11,,) ...;;?' 4~~L1
Exlsllng Traa to Ramaln (typ.) : I ;<, .~J.~ c :, ~..~ I\~ - PI/ Ap~'A~\ IIlG ~g:~;0.7
I (; 30" ~ := ~ i 5 ------1- //,/ ~ i? \ ~~::~~~t94
? OAK :)""""",1""",,,,,,,,,1.2..00' 1 Y it \
: llt- t~ -, BUFFER A IC"",,,J,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,/ /< 8- CHERRY LA~'L BOTTOM = 17.1
I ~ I I ,,~ '/ 7- CHERRY LA EL -) ,
67 03A6K" '. 1\,,,A'1~ [f;112c'w:40"4h"n'e"c'e'''.''I'c''S''~~ 45 9.00 6" CHER. t.VI \ EL
LMG ""n~l\J- IV' 010,/( YAW ~~;; -' . \ u' "Y"_'~I'~"-"
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'I ( ,'-1 ~-~ i'V I- ~::.",~,,,,,,,,,,,!.~!~~I JR LANDSCAPE AREA:
;i~;' ~~-:', '_' ..~ J \,)) '\'.y~~:~~~U~;~6~1~Q. Fi:)"'"'''''''''''''''''''' ''',,'''' ,~~ --1 'S-CHERRYLAUREL
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I I L1N HS "\." J'" : ~ 7- CHERRY ~ RE: 3 7- CHERR~.\AUREL
.------- --1-- ------------- __________L_______ /. -: -X ~" I;: :, <: r~' ~~ .;~. -- _.~ :=~ ~;=------- -------- ---------- ------- -- ---------------.
._______________ __________ ___________________ ~ ~lTr . :.. I '.~ _ _ ~~:~r.:" ~ --- --- e:.::';;i;~~~~N!l~.!'!.!'-A.'!~---------l,---- -----l,---------~l---------
~I ~~I/~. '1J~lf ~:~~~ ,,: I 5.0' _ (.:.lI [Hi! .'. "~:".:',,: ~;.";) /2:';' ; ~ l' \ [ ; -5~.r ~ljFFE: 0 : 26% S~:~I:~~~~~~.:.~l7420 Sq. Fl. I I i
',~,,' .:::.~ _ BUFFER F :.; c~o Y V L:G / I ~S : ~ \ "1 SR I I Traas taqUlrad' 5 I 1 : :
\ 10 4 16: 1 I I
I AGA VAW I I
:> : \ ~ Transplanted (:J I I
\ , I It to) + :+ 1 \ to Santa Rosa ~ + I LMG ~ I ~ I QV I 130' Length xl5' Wide I I \
~ 'lIe m + + + / HS =% ROW l ~ = J Cl.. I t I L Trees Requl d: 4
: -('\,\,.',1' I CI)::E :+: OFFICE BUILDING \ 14-PALM ~I"} 3 CI)..H;= TreesProvld d:4 I I I
I ,.':,....... I 0 + + 36 FFE=22.20 ~ ~./ I 0' .. I I I kftl \1 I
I _~ + + RI ~ -< +..-,. I I I 1 I
Buffa, F: Adjacant ~; ~';~ha:I:,a~:~ ~ - ~~ ~.::<K~~;'\i'~ ~~< ;~~:j"r~;'/ ,L/';<; :{:::: 4:; ER 1 ~~~~~~~~~~~":~.~~' 185 SQ. FT. j
(l}CrapaMY~::(=~:~~ --- ~II ----f~ · ~ ~V I ~___ . . ~~~ ! ..' ! ,~)i' "1
_______~ Ii 0 I -' I 'I ... 1
RLANOSCAPEAREA'l80SQ.FT.____________~ V:W i !il~~/~: ~ ~;;-=~~R~~!f~~~~ : ;:l'J--- RI Ii p~kj ,-C/' I ""(
100% SHRUBS (180 SQ. FT.) I 0 \\., +I :..1 + + + + + + +, +../ 'm [)J.y.y,x.I.}. . '~f7' I 8 I -' I I I
I to) ~~>+ +~+++:+~ +. n 15.0i\ .. .~ .fI* ~ CBB I I , I
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SIGHTVISIBILnvTRI~:: %~~:~;la;';~BET (P) \cou;~ ST (P'LJ))
NOTE: NO LEFT TURN ALLOWED
COUBT BTBEET (P)
- - - - - ---- - - ---
BANTA BOBA BT (li'LD)
60' ROW
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Buffer C: Adjacent Use Munl-Family
114' Length x 12' Wide
Trees Required: 4
Trees Provided: 4
(4) Bald Cypress
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B~ffer A: Adjacent Use Single Family
1 132' Length x 12' Wide
I (reduced to 5' Wide)
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I Trees Required: 4
Trees Provided: 4
I (1) Live Oak / (3) Dahoon Holly
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See Civil Engineering
drawings for sodding
requirements of pond
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~ Buffer E: AdJa~ent Use Arte rial Road
66' Length x 15' Wide
Trees Required: 2
Trees Provided: 2
(1) Live Oak / (1) Crape Myl11e
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CALL 48 HOURS
BEFORE YOU DIG
SCALE:
201-011
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JACOB ZlMMERMAN, RlA
REG. NO. FllA 0001653
lANDSCAPE ARCH1TECT
1 II
It's the Lawl
1-800-432-4770
SUNSHINE ST....TE ONE CALL Of FLORID..... INC....
NORTH
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1. 10/31/06
Response to City letter dated
10/30/06
2.
3.
4.
DRAWN BY: JAZ
DATE: 10/24/06
06008
lANDSCAPE
PlAN
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MULCH 2" FROM STEMS
3" MULCH LAYER
111111 III
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11111 NATIVE SOIL BACKFILL
111111111111=111111=111111=111111=111111111111
111111 111111 l!llli Will lilli' II~
1 11I11I~1I1111~1I1111 1 UNDISTURBED SOIL
3 TIMES WIDTH
OF ROOTBALL
OSMACOTE FERTILIZER AS
PER MANUFACTURERS
RECOMMENDATIONS
SHRUB & GROUNDCOVER PLANTING DETAIL
N.T.5.
NOTES:1. STAKE ONLY THE FOLLOWING:
A. TREES REQUIRING SUPPORT TO MAIN'"AIN A PLUMB POSITION.
B. TREES IN POTENTIALLY HAZARDOUS SITUATIONS.
2. USE 2''x2'' STAKES FOR TREES 1" TO 2" CALIPER.
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2" X4" WOOD STAKES DRIVEN AT
ANGLE THEN TIGHTENED TO
VERTICAL (MIN. 2 STAKES)
(OPTIONAL 3 STAKES
PLACED AT 120 DEGREE ANGLE)
ALL ROOT BALL TIES TO BE CUT
AT TOP OF B&B TREE ROOT BALLS
REMOVE OR CONCEAL TIES IN MULCH
MULCH 2" FROM TRUNK
3" MULCH LAYER
1111 111111
111111 11111
1111'1
11111
111111 II
11111
M
3 TIMES THE WIDTH
OF THE ROOTBALL
OSMACOTE TIME RELEASE
FERTILIZER APPLIED PER
MANUFACTURER'S RECOMMENDATION
TREE PLANTING DETAIL
N.T.5.
)
GENE=RAL LANDSCAPE NOTES
)
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FIRST CUT AT "A" UNTIL SAW BINDS THEN CUT
AT "B" 2".4" BEYOND "A" UNTIL
THE BRANCH FALLS, THEN CUT AT "C", OUTSIDE
OF THE BRANCH COLLAR
1. All plant material to be Florida #1 or better quality, as specified in the
current edition of the IFAS 'Grades and Standards for Nursery Stock'.
2. Sizes specified in the Plant Material Schedule are to be considered
the minimum size of the plant to be installed.
3. Tree caliper nleasurements shall be taken at 6 inches above natural
grade. Diameter breast height (DBH) measurements to be taken at
4.5 feet above natural grade.
4. Quantities of plant material shown on the Plans shall take
precedence over those quantities shown in the Plant Material
Schedule.
5. In the event of discrepancies in the quantities shown on the Bid Form
and those shown on the Plans, the Contractor shall bid the quantity
shown on the Bid Form and provide a note as to the quantity shown
on the Plans.
6. All materials shall be installed as specified on the Plans. If material
and labor do not adhere to the Details and Specifications, they will be
rejected by the Landscape Architect with proper installation carried
out by the Landscape Contractor at no additional cost.
7. All necessary permits are to be provided by the installing contractor
for work shown on the Plans (unless otherwise specifically stated in
the Specifications or Bid Documents).
8. The Contractor shall be responsible for verification and protection of
all underground and overhead utilities. Plant material shown on the
Plans that conflict with the utilities shall be brought to the attention of
the Landscape Architect prior to installation.
9. The Owner or Owners Representative shall provide site grading to
within 0.1 foot of finish grade. The Contractor shall provide fine
grading to produce a positive drainage condition on the site. Surface
water shall be directed to engineered drainage structures/swales
with smooth gl'-ading transitions. Debris larger than 1 .5 inches shall
be removed from surface of landscape beds and sodded areas.
10. All plant material shall be installed and maintained in the highest
standard of workmanship and in accordance with the Details and
Specifications. Plant material shall be maintained by the Contractor
until Final Acceptance is granted by the Owner.
11 . All B&B trees shall have strings, twine, rope removed from the top of
the basket. All flagging tape, identification tags, and other objects
shall be removed from the plant material prior to calling for a
Substantial Completion inspection.
12. Mulch shall be shredded Cypress. Sod shall be St. Augustine
Floratam'.
13. All plant Imaterial shall receive fertilization with IOzmocotel time
release fertilize" at rates recommended by the manufacturer for the
specific plant nlaterial installed.
14. The Con1tractor shall remove existing vegetation necessary to
complete the vvork shown on the plans. Use of herbicide shall be in
accordance to manufacturer's recommendations and supervised by
licensed applicators. The Contractor is solely responsible for the
means to remove existing vegetation and responsible to ensure that
re-growth does not occur.
15. The Contractor shall keep a neat and orderly job site. Paved
surfaces necessary for egress shall be kept clear of debris. Debris
generated by the work shown on the Plans shall be removed from
the site.
1 6. The Contractor shall provide a replacement warranty of the trees for
one year and sllrub/groundcover for three months from Final
Acceptance (ptlased projects may be accepted at completion of
individual phases).
17. Sod shall be laid with tight joints. Sodded areas shall be rolled within
three days after installation to insure proper soil/root contact.
18. All questions concerning the Plans, Details, or Specifications shall be
directed to the Landscape Architect, (727-343-1809).
REMOVING A BRANCH OVER 1-1/2" IN DIAMETER
/ BRANCH BARK RIDGE
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FLUSH CUT
BRANCH BARK COLLAR
~ DO NOT CUT INTO BRANCH
BARK COUAR.
POSITION OF PRUNING CUT.
(OUTSIDE BRANCH BARK
RIDGE AND COLLAR.)
TREE BRANCH PRUNING DETAIL
N.T.5
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LEAVE 12" MIN.
OF NEW FROND GROWTH.
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TRUNK SHALL BE FREE OF SCARS,
BURN MARKS, AND BOOTS.
NOTE:
STAKE ONLY THE FOLLOWING:
1. PALMS REQUIRING SUPPORT TO MAINTAIN
A PLUMB POSITION.
2. PALMS IN POTENTIALLY HAZARDOUS
SITUATIONS.
CONTRACTOR ASSUMES RESPONSIBILITY OF
INSURING THAT ALL PALMS ARE STAKED AND SECURED
TO PROVIDE A SAFE CONDITION
CONTRACTOR TO REMOVE TREE STAKES
SIX MONTHS AFTER PLANTING UNLESS
REMOVAL WILL CREATE UNSTABLE SITUATION.
(NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY)
NO CURVATURE BEYOND THE
MIDPOINT OF CLEAR TRUNK
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5 LAYERS OF BURLAP,
5 . 2''x4''x16''
WOODEN BATTENS, CONNECTED WITH
2 . 3/4" STEEL BANDS.
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2''x4'' WOOD BRACE
(MIN. OF 3) TOENAIL TO BATTEN.
CONTRACTOR MAY MODIFY STAKING AS REQUIRED
TO ACCOMMODATE FIELD CONDITIONS, WITH PRIOR
WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT
3" MULCH LAYER
UNDISTURBED SOIL
NATIVE SOIL BACKFILL.
3 TIMES THE WIDTH
OF THE ROOTBALL
TIME RELEASE OSMACOTE
ERTILlZER APPLIED AS PER
MANUFACTURER'S RECOMMENDATION
CALL 48 HOURS
BEFORE YOU DIG
SABAL PALM PLANTING DETAIL
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JACOB ZIMMERMAN, RlA
REG. NO. filA 0001653
lANDSCAPE ARCHITECT
DRAWN BY: JAZ
DATE: 10/24/06
06008
N.T.5.
It's the Lawl
1-800-432-4770
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SUNSHINE STATE ONE CALL OF FlORIDA. INC.
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IRRIGATION LEGEND
IRRIGATION COMPONENTS
SPECIFICATION
Water Source: 1" Potable Water Meter (by owner) Backflow Preventor (by contractor)
Controller: RAIN BIRD ESP 6LX+
WITH AUTOMATIC RAIN CHECK
Mainline: 2" SCHEDULE 40 PVC
*Valves: RAIN BIRD 150-PEB-PRS-D
SPRAY HEADS
KEY SPECIFICATION
KEY
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Rain Bird 1402 Full Circle Bubbler - 0.50 GPM
Rain Bird 1800-SAM-PRS-5F - 0.41 GPM
Rain Bird 1800-SAM-PRS-5H - 0.20 GPM
Rain Bird 1800-SAM-PRS-50 - 0.10 GPM
Rain Bird 1800-SAM-PRS-1 OF - 1.58 GPM
Rain Bird 1800-SAM-PRS-1 OTO - 1 .00 GPM
Rain Bird 1800-SAM-PRS-1 OH - 0.79 GPM
Rain Bird 1800-SAM-PRS-1 00 - 0.39 GPM
Rain Bird 1800-SAM-PRS-12F - 2.60 GPM
Rain Bird 1800-SAM-PRS-12TO- 1 .95 GPM
Rain Bird 1800-SAM-PRS-12H - 1 .30 GPM
Rain Bird 1800-SAM-PRS-120 - 0.65 GPM
Rain Bird 1800-SAM-PRS-15F - 3.70 GPM
Rain Bird 1800-SAM-PRS-15TO - 2.78 GPM
Rain Bird 1800-SAM-PRS-15H - 1 .85 GPM
Rain Bird 1800-SAM-PRS-150 - 0.95 GPM
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Sleeving: SCHEDULE 40 PVC, 2 SIZES LARGER THAN
PIPE TO BE SLEEVED.
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All irrigation heads on non-potable water
systems shall have "purple" non-potable
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All Rain Bird heads to be installed with Matched
Precipitation Rate (MPR) nozzles.
Spray zones to be operated at 30 PSI for
optimal head performance.
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13 Rain Bird 1800-SAM-PRS-15CST - 1.21 GPM
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REVISIONS:
1. 10/31/06
Response to City letter dated
10/30/06
2.
3.
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DRAWN BY: JAZ
DATE: 10/24/06
JACOB ZIMMERMAN, RlA
REG. NO. RlA 0001653
lANDSCAPE ARCHITECT
SCALE:
111 201-011
06008
CALL 48 HOURS
BEFORE YOU DIG
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SUNSHINE STATE ONE CALL OF FLORIDA. INC.....
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HINGE PIN CLEARANCE
FOR DOOR REMOVAL
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DOOR CLEARANCE
3/4" CONDUIT
FOR 120/230 VAC
RAIN BIRD ESP SERIES CONTROUER
w/ LOCKING PLASTIC CABINET AS
SPECIFIED ON PLAN
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CONDUIT FOR VALVE WIRES
(SIZED TO ACCOMODA TE
REQUIRED NUMBER OF WIRES)
WALL OR PEDESTAL MOUNT
AS SPECIFIED ON PLAN
IRRIGATION CONTROLLER DETAIL
N.T.S.
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PLASTIC HEAD COVER
(PURPLE FOR NON-POTABLE SYSTEMS,
BLACK FOR POTABLE SYSTEMS)
FINISH GRADE
RAIN BIRD 1812
POP-UP SPRAY HEAD
SPRAY PATTERN AS
SHOWN ON PLAN
POLY PIPE
(LENGTH AS REQUIRED)
POLY EU
PVC LATERAL UNE
SIDE INLET
POLY ELL
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RAIN BIRD 1812 POP-UP SPRAY HEAD DETAIL
N.T.S.
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4" MIN. CLEARANCE
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TRENCH
SLEEVES
PAVING
SEE PLANS FOR LOCATIONS OF SIDEWALKS ADJACENT TO ROADWAY PAVING
18" MIN. l-
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24" MIN. TO
FINISH GRADE
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PVC CAP (TYP.)
PAVING
NOTES:
1. ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC PIPE.
2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
3. WHERE TH ERE IS MORE THAN ONE SLEEVE, EXTEND THE
SMALLER SLEEVE TO 24-INCHES MIN. ABOVE FINISH GRADE.
4. MECHANICALLY TAMP TO 95% PROCTOR.
SLEEVING DETAIL
N.T.S.
RAIN BIRD PA-8S
PLASTIC SHRUB ADAPTER
RAIN BIRD 1800 SERIES NOZZLE
SPRAY PATTERN AS SHOWN ON PLAN
1/2" PVC RISER, PAINTED BLACK
RISER SET PLUMB
(RISER TO BE REINFORCED BY
ATTACHMENT TO #5 RE-BAR STAKE,
PAINTED BLACK, IF NECESSARY
TO INSURE UPRIGHT POSITION)
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24" MAX.
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PVC CAP (TYP.)
FINISH GRADE
1/2" PVC RISER ..
PVC TEE
PVC LATERAL UNE
SHRUB RISER DETAIL
N.T.S.
PLASTIC HEAD COVER
(PURPLE FOR NON-POTABLE SYSTEMS,
BLACK FOR POTABLE SYSTEMS)
FINISH GRADE
Co
RAIN BIRD 1806
PRS POP-UP SPRAY HEAD
SPRAY PATTERN AS
SHOWN ON PLAN
SP 100 POLY PIPE
(LENGTH AS REQUIRED)
se
C")
01
POLY ELL
POLY ELL SBE 050
PVC LATERAL UNE
RAIN BIRD 1806 POP-UP SPRAY HEAD DETAIL
N.T.S.
RAIN BIRD 1 1/2" ZONE CONTROL VALVE
150-PEB-PRS-D OR 150-PESB-PRS-D
AS SPECIFIED ON PLAN
LOCKING VALVE BOX COVER
PURPLE FOR NON-POTABLE SYSTEMS,
GREEN FOR POTABLE SYSTEMS,
INSTALL VALVE BOX SO COVER IS
FLUSH WITH SURROUNDING GRADE
PVC ISOLATION BALL VALVE
SAME SIZE AS PVC LINE
SPECIFIED ON PLAN
1'-6" MIN. II
DEPTH AS
SPECIFIED i
II1I1
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I1III
1 '-1 3/4"
0'-1011
RAIN BIRD PRS-D
PRESSURE REGULATING
MODULE
FINISH GRADE
3" GRAVEL SUMP
PVC LATERAL LINE
SIZE AS SPECIFIED
ON PLAN
SCHEDULE 80 PVC "ELL" (SIZE AS REQUIRED)
LOW-
PVC LATERAL LINE
SIZE AS SPECIFIED
ON PLAN
SCHEDULE 80
PVC "ELL" TYP.
AMETEK 12" VALVE
BOX WITH LOCKING
SCHEDULE 40 PVC MAIN LINE AS SPECIFIED ON PLAN COVER
SCHEDULE 80 PVC NIPPLE (LENGTH AND SIZE AS REQUIRED)
SCHEDULE 80 PVC ''TEE" (SIZE AS REQUIRED)
1 1/211 ZONE CONTROL VALVE DETAIL
N.T.S.
AMETEK 12" VALVE BOX
MODEL #AVB12 (OR APPROVED EQUAL)
FOR USE IN TURF AREAS OR SHRUB BEDS
(USE LARGER VALVE BOX IF ASSEMBLY IS NOT
EASILY ACCESSIBLE FOR MAINTENANCE)
PLASTIC LOCKING VALVE BOX COVER
PURPLE FOR NON-POTABLE SYSTEMS,
GREEN FOR POTABLE SYSTEMS,
INSTALL VALVE BOX SO COVER IS
FLUSH WITH SURROUNDING GRADE
BLACK PLASTIC VALVE BOX BODY
PLAN VIEW
FINISH GRADE (TYP)
BACKFILL (TYP)
BLACK PLASTIC VALVE BOX BODY PIPE OPENING (TYP)
SIDE ELEVATION
END ELEVATION
VALVE BOX DETAIL
N.T.S.
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GENERAL IRRIGATION NOTES
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rning irrigation .
teral line,
y be shown in
ponents are to
he intent of the
installing the
s, valves and
d shrubs.
rwlse
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) is to be W
stated in the U
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s ~
ntings abutting ~
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ve the height
adjacent to fJ)
are to be used
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ed black or W ...
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ttom of the
box is no <(
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um watering
be posted on
aintenance
he Owner prior
REVISIONS:
1.
2.
3.
4.
DRAWN BY: JAZ
JACOB ZIMMERMAN, RlA DATE: 10/24/06
REG. NO. RlA 0001653
lANDSCAPE ARCHITECT 06008
L;~I ~ IRRIGA TION
,/ DETAILS
lR2.1
1/ j-l /./ u{,
1. The Contractor shall provide a fully functional irrigation sy
on the Plans. Irrigation heads shall provide 100% coverag
to be irrigated.
2. The source of water for the irrigation system shall be: 111 P
3. The Contractor shall field verify the capability of the water
deliver required pressure (PSI) and volume (GPM) to ope
irri~~ation systems as designed. In the event of discrepan
the Landscape Architect prior to installation.
4. All questions concerning the Plans, Details or Specificatio
directed to the Landscape Architect, (727) 343-1809.
5. All necessary permits are to be provided by the installing
work shown on the Plans (unless otherwise specifically s
Specifications) .
6. All components of the proposed irrigation system shall m
sta.te and local codes, regulations and ordinances conce
construction.
7. In an effort to create graphic clarity, irrigation mainline, la
valves and other components of the irrigation system ma
paved areas or inside buildings on the Plans. These com
be installed in appropriate landscape areas to carry out t
Pla.ns.
8. The Contractor shall review the Landscape Plans prior to
irri~~ation system. Coordinate installation locations of pipe
other equipment with the installation locations of trees an
9. Sleeving is to be provided by the Contractor (unless othe
specifically stated in the Specifications or Bid Documents
10. Electrical connection to control clock and well (if required
provided by the Contractor (unless otherwise specifically
Specifications or Bid Documents). Contractor shall coord
installation location of control clock with Owner or Owner
Representative.
11. Shrub risers shall only be installed in hedges or mass pia
veliical walls or objects and not extend more than 6" abo
of the shrubs. In no case shall risers be installed directly
cUI~bs, sidewalks or other vehicular access ways. If risers
in tledges abutting parking areas, they must be placed a
30 inches away from the edge of pavement to protect th
damage by vehicular overhang. All risers are to be paint
d ark brown.
1 2. 12" pop-up spray heads shall be installed in all groundco
masses of shrubs not exceeding 22 inches height.
1 3. 6" pop-up spray heads (or rotors) shall be installed in all t
14. Valve boxes shall be sized to accommodate installation
maintenance of zone valve(s). The valve box shall have a
of 1/2" diameter gravel as a sump installed below the bo
valve. Valve boxes shall be installed so that the top of the
more than 1 .5 inch above finish grade and set parallel to
surrounding grade.
1 5. The Contractor shall be responsible for verification and p
underground and overhead utilities.
1 6. Pop-up spray heads shall have flexible polyethylene swin
heads shall have rigid PVC swing joints.
17. The Contractor shall adjust all heads to provide optimum
minimize overthrow onto paved surfaces. Adjustable noz
used in areas where fixed spray patterns will result in ove
paved surfaces.
18. The Contractor shall program the control clock for optim
frequency and duration. A zone watering schedule shall
the inside cabinet door of the control clock. Operating m
instructions and operation manuals shall be provided to t
to acceptance of the project.
CALL 48 HOURS
BEFORE YOU DIG
It' 8 the La wi
1-800-432-4770
,..,.~
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
- - - - - - - - - - - - - - - --- -. - - ~~ - - - - - - - - -- - -.- - ----
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COURT STREET ELEVATION
SCALE: 1/8' = 1 '.{J'
- --------------------~~-------------------
- - - - - - - - - - - - - - -- - -- - - - - - ~~~ - - - - - - - - - - - - - - . -
- - - - - - - - -- - - - - - -.-- - - - - ~~ - - - - --- -. -.-. -. - --
. - - - - - - - - - -~~ -
SANTA ROSA ELEVATION
SCALE: 1/8' = 1 '.{J'
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SIDE ELEVATION
1 SIDE ELEVATION
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SCALE: 1/8' = 1'.D"
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SCALE: 1/8' = 1 '-Q"
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OCTOBER 26. 2006
Metro Office
Clearwater, Florida
IARCHITECTS
Upper capital/cornice area
Sherwin Williams
Rushing River SW 2093 ~-
,'.( I .:; I (
Lower waD-stucco
Sherwin WiUiams
Oriel Gray SW 2095
Third floor exterior walls
Fabrel galvanized
corrugated panels
Upper canopy
Nafural copper
Patina will yay over time
. l'iN "~. '( fJ
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t' /' ~ I .
--~