|
<br />.
<br />
<br />GEt€AAl ~TRUcrlOH HOlES
<br />
<br />1.
<br />
<br />AlL WORK PERFORMED SHALL COMPLY WI11~ TI-lE: REGUlATIONS AND ORDINANCES OF
<br />Tl1E VARIOUS GOVERNMENTN.. AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />
<br />GRAOINO AND O~ NOlES
<br />
<br />1. ALL DElETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK. PEAT. BURIED DEBRIS). IS
<br />TO BE EXCAVATED IN ACCOROANCE WITH THESE PLANS. OR NS. DIRECTED BY Tl1E
<br />OWNER'S ENGINEER. OR OWNER'S SOIL TESTING COMPANY. DElETERIOUS MATERIAL
<br />IS TO BE STOCKPILED OR REMOVED fROM THE Silt NS DIRECtED BY 111E OWNER.
<br />EXCAVATED AREAS ARE TO BE BACKFillED wrm APPROVED MATERIALS N-lD
<br />COMPACTED AS SHOWN ON THESE PLANS.
<br />2. Tl1E CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTlNG EXCAVATIONS AGAINST
<br />COUAPSE AND WILL PROVIDE BRACING. SHEErING, OR SHORING, AS NECESSAAY.
<br />mENCHES SHAU- BE KEPT DRY WHILE PIPE AND APPURTENANCES ME 8EING
<br />PLACED. DEWATERING SHALL BE USED f>S REQUIRED.
<br />3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
<br />UNLESS OTl1ERWISE NOTED ON PLANS.
<br />4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM 10 AWWA C-900, ClASS 150
<br />STANDARDS, UNLESS OTl1ERWISE NOTED.
<br />5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFfiC AREAS SHALL BE
<br />ffiAFflC RATED fOR H-20 LOADINGS.
<br />6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
<br />PLANS WITHIN ONE WEEK fOLLOWING CONSTRUCTION OF THE POND.
<br />7. MATERIALS AND CONSTRUCTION' MElliODS FOR STREETS AND STORM DRAINAGE
<br />CONSTRUCTION SHALL BE IN ACCORDANCE Wl11-i THE LOCAL REGULATORY AGENCY.
<br />
<br />PAVING NOTES
<br />
<br />1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
<br />PROPOSED JOINllNG PATIERN TO Tl1E OWNER'S ENGINEER fOR APPROVAL
<br />2. Tl1E CONTRACTOR IS TO PROVIDE A 1/t' BITUMINOUS EXPANSION JOINT MATERIAL
<br />wrm SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
<br />". ALL PAVEMENT MARKINGS SHAlL BE MADE WITH TIWTlC P^INT IN ACCORDANCe:
<br />TO mor STAN(),A,RO SPECIFlCAllONS 971-12 OR 971-1". PARKING STALL STRIPING
<br />TO BE ,.- WIDE PAINTED WHITE STRIPES.
<br />4. 111E CONTRACtOR IS TO INSTALL EXtRA BASE MATERIAL WHEN 111E DISTANCE
<br />BETWEEN Tl1E PAVEMENT ELEVATION AND THE TOP OF n1E PIPE OR BELL IS lESS
<br />T11AN IWELVE (12) INCHES.
<br />
<br />5. STANDARD INDEXES REFER TO THE LATEST EDIllON OF FOOT "RONJWAY AND
<br />TRAFFIC DESIGN STANDARDS".
<br />
<br />PAViNO. GAADtNO ~ DRAINAGE TESTING AND MPECTlON REQUIR(f,CENTS
<br />1. me: STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
<br />VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER 'PRIOR TO THE PLACEMENT OF
<br />BACKflLL.
<br />2. Tl1E CONTRACTOR SHALL MAINTNN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
<br />/>,CCEPlANCE OF THE PROJECT.
<br />3. Tl1E CONffiACTOR IS RESPONSIBLE FOR COORDINAllNG THE APPLICABLE TESTING
<br />wrrn 111E SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT wrrn THE
<br />TESTINQ SCHEDULE fOUND IN THE ENGli~EER\NG CONSTRUCTION DRAWINGS. UPON
<br />COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
<br />111E OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
<br />
<br />WATER SYStEM NOTES
<br />
<br />1. ALL WATER ~AINS SHALL HAVE A MINIMUM OF 36 INCHES OF' COVER.
<br />2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
<br />SPECIFlCATIONS.
<br />3. AU., DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
<br />(AWWA C 150) AND ANSI A 21.31 (AmlA C 151) AND PIPE SHALL RECEIVE
<br />EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6" A 21.8 OR A
<br />2f.51 . AND SHALL BE MORT"R LINED. STANDARD THICKNESS, AND BITUMINOUS
<br />SEALED IN ACCORDANCE WITH ANSI A (AWNA C 104-71).
<br />4. ALL FlTTlNGS LARGER THAN 2" SHALL Be: DUCTILE IRON CLASS 53 IN ACCO~DANCE
<br />WITl-1 AWWA C-110 WITl1 A PRESSURE AATING OF 350 PSI. JOINTS SHALL BE
<br />MECHANICAL JOINTS IN ACCORDANCE WITH AWNA C-111. FITTINGS SHALL BE
<br />CEMENT MORTAA UNED AND COATED IN ACCORDANCE WITH AWWA C-104.
<br />5. ALL PVC WATER MAINS 4" Tl1ROUGH 12- SHN..L BE IN ACCORDANCE WITH AWWA
<br />C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
<br />ACCORDANCE WITH Asm 0-2241.
<br />6. W,\TER MAIN PIPING Of lESS THAN 4-- SHALL BE PER PVC SOR26.
<br />7. ALL FlTIlNGS 2," AND SMALLER SHALL BE PVC SOR2S WlTI-I PUSH ON JOINTS.
<br />8. ALL GATE VALVES 2- OR LARGER SHN..L BE RESILIENT SEAT OR RESIUENT WEDGE
<br />MEETING TI-lE REQUIREMENTS Of AWWA C509
<br />9. ALL flRE HYDRANTS SHALL MEET Tl1E REQUIREMENTS OF AWWA C502 AND SHAlL BE
<br />APPROVED BY THE LOCAL UTlOO AND FlRE MARSHAL.
<br />10. T11E CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
<br />SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
<br />1 1. 111RUST BLOCKING ~HALL BE PROVIDED AT ALL FmINGS AND HYDRANTS f>S SHOWN
<br />ON DETAiLS.
<br />12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
<br />BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
<br />1 J. THE IRRIGATION sYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE
<br />PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
<br />
<br />'NATER sYSTEttf TESTiNG ~D INSPECTION REQUIRE\f(NTS
<br />1. ALL COMPONENTS OF 1'HE WATER SYSTEM. INCLUDING FmlNGS, HYDRANTS.
<br />CONNECTIONS. AND VAl:.VES SHALL REMAIN UNCOVERED UNllL PROPERLY PRESSURE
<br />TF.STI::D AND: ACCEPTED' BY THE OWNER'S ENGINEER. PRESSURE T~TS TO BE IN
<br />ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOllFY
<br />OWNER'S tNGINEER AND WATER DEPARTMENT INSPECtORS 48 HOURS IN ADVANCE OF
<br />PERFORMING TESTS.
<br />2. CONTRACTOR TO PERFORM CHLORINATION. BACTERiOLOGICAL SAMPLING SHALL BE
<br />BY mE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILIlY.
<br />CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
<br />COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITIED TO OWNER'S ENGINEER.
<br />
<br />2.
<br />3.
<br />
<br />ELEVATIONS REFER TO TI-lE NATIONAL GEODE11c VERTICAL DATUM.
<br />LOCATIONS, UEYATIONS. AND DIMENSIONS OF EXISTING Ul1L1T1ES, STRUCTURES,
<br />AND 0111ER FEATURES ARE SHOWN ACCORDING TO 111E BEST INFORMATION AVAILABLE
<br />AT THE TIME OF PREPARAll0N OF TIlESE PLANS, Tl-iE CONTRACTOR SHALL VERIFY
<br />Tl1E LOCATIONS, ELEVATIONS, AND DI~ENSIONS OF ALL EXISTING Ul1UTIES, .
<br />STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
<br />
<br />4.
<br />
<br />TIlE CONTRACTOf~ SHALL CHECK THE PLANS FOR CONFUCTS AND DISCREPANCIES
<br />PRIOR 10 CONSTRUCllON. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
<br />OF Atff CONFLICTS OR DISCREPANCIES BEFORE PERfORMING ANY WORK IN THE
<br />AFFECTED AREA.
<br />THE CONTRACTOR SHAll EXERCISE EXlREME CAUl10N IN AROO OF BURIED
<br />Ul1L1TIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VAAIOVS
<br />UTlU1Y COMPANIES. IN ORDER 10' PERMIT MARKING THE LOCATIONS Of' EXISTING
<br />UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALtlNG "SUNSHINE.'
<br />AT 1-800-432-4770. n~E CONTRACTOR IS RESPONSIBLE FOR CONTAcTING ALL
<br />UTlUTIES NOT INCLUDED IN ll-!E .SUNSHINE" PROGRAM.
<br />TIlE CONTRACTOR IS RESPONSIBLE FOR REPAIRING />N( DAMAGE TO EXISTING
<br />fACILmES, ABOVE OR BELOW GROUND, lHAT MAY OCCUR I>S A RESULT OF 11iE
<br />WORI< PERFORMED BY Tl1E CONTRACTOR.
<br />AlL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
<br />TO eASE AND SURFACE CONSlR\JCT10N.
<br />IT IS niE CONTRACTOR'S RESPONSIBILl1Y 10 BECOME FAMILIAR W1Tl1 111E PERMIT
<br />AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. 111E
<br />CoNtRACTOR SHALL OBTAIN ALL NECESSARY PERWTS PRIOR TO CONSTRUCTION, AND
<br />SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
<br />
<br />5.
<br />
<br />6.
<br />
<br />7.
<br />
<br />8.
<br />
<br />9. 111E CONTRACTOR SHALL SUBMIT FOR APPROVAL TO mE OWNER'S ENGINEER, SHOP
<br />DRAWINGS ON All PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM 111IS SITE.
<br />FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION lMAY RESULT IN REMOVAl AND
<br />REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
<br />REVIEWED AND APPROVED BY THE CONTRACTOIl PRIOR TO SUBMITIAL TO THE
<br />OWNER'S ENGINEER.
<br />10. AT LEAST mREE (J) WORKING DAYS PlllOR TO CONSTRUCTION, THE CONTRACTOR
<br />SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY Tl1EM WITH
<br />ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
<br />PROJECTED SCHEDUl~. AND OTl-lER INFORMATION f>S REQUIRED. ANY WORK
<br />PERFORMED PRIOR TO NOTIfYING THE ENGiNEER. OR WITl10UT AGENCY INSPECTOR
<br />PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT M Tl1E CONTRACTOR'S
<br />EXPENSE.
<br />
<br />11. BACKfllL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6- LAYERS UP
<br />ro A lEVEL OF AT LEAST ONE FOOT ABOVE TI-lE TOP OF WE PIPE. IN AREAS TO
<br />BE PAVED, 8ACKflLL SHALL BE COMPACTED TO 100" MAXIMUM DENSITY f>S
<br />DETERMINED BY MSHTO T-99.
<br />12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000:
<br />P.S.!. IN 28 DAYS, UNLESS OTHERW1SE NOlED.
<br />1 J. .ALL PRIVATE AND PUBUC PROPERTY AFFECTED BY THIS WORK SHALL 81:: RESTORED
<br />TO A CONDITION EQUAl:. TO OR BETTER THAN EXISTING CONDITIONS UNLESS
<br />SPECIFlCAlLY EXEMP1ED BY 111E PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
<br />0111ER CONSlRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
<br />14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEWED AND
<br />MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SAllSFACTORY STAND OF
<br />GRASS. ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. HAVE
<br />BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING. AND GRASSING WORK,
<br />AND OTHER EROSION WORK REqUIRED, WILL BE PERFORME:D BY Tl1E CONTRACTOR,
<br />UNTIL 111E SYSiEM IS ACCEPTED fOR MAINTENANCE, BY THE: REGVLATORY AGENCY
<br />AND ENGINEER OF RECORD.
<br />15. THE SOILS ENGINEER IS TO SUPPLY Tl1E ENGINEER WITH A PHOTOCOPY OF ALL
<br />COMPACTION TESTS. AND ASPHALT RESULTS. ml:: SOILS ENGINEER IS TO CERTIFY
<br />TO Tl1i: ENGINEtR OF RECORD. IN WRITING. THAT ALL TESnNG REQUI~EMENTS,
<br />REQUIRED BY THE: LOCAL REGULATORY AGENCY. AND 111E tlORIDA DEPAATMENT OF
<br />TRANSPORTATION (FOOl). fOR Tl1E IMPROVEMENTS. AS REQUlRED 8Y THE
<br />ENGINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISflED.
<br />
<br />,16. THE CONTRACTOR SHALt MAINTAIN A COPY OF THE APPROVED PlANS AND PERMITS
<br />AT THE CONSTRUCTION SITE.
<br />17. n1ESE DRAWINGS DO. NOT INCLUDE NECESSAAY COMPONENts FOR CONSTRUCTION
<br />SAFElY. 111E CONTRACTOR IS SOLELY RESPONSIBLE FOR ME'MS AND METHODS toR
<br />CONSTRUCTIONSlTE SAFETY.
<br />18. ALL SODDING. SEEDING AND MULCHING SHAlL INCLUDE WATERING AND
<br />FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBlE FOR MAINTAINING THESE
<br />AREAS U~L. Tl1E PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
<br />
<br />ClEARiNG AND GRUe81NG ~OTtS
<br />
<br />'"
<br />
<br />1. PRIOR TO At<< SITE CLEARING, ALL','TREES SHOWN TO REMAIN ON THE
<br />CONSTRUCTION PLANS SHAlL BE PROTECTED IN ACCORDANCE WfTH 111E LOCAL
<br />REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN TI-lESE PLANS.
<br />IT SHALL BE THE CONTRACTOR'S RESPONSIBIUlY TO MAINTAIN Tl1ESE TREES IN
<br />GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
<br />WRITTEN APPROVAL mOM THE OWNElt
<br />2. THE CONTRACTOR IS TO PREPARE Tl1E SITE PRIOR TO BEGINNING ACTUAL
<br />CONSTRUCTION IN ACCORDANCE. WITH THE: SOILS TESTING REPORT. COPIES OF Tl1E
<br />SOILS REPORT ME AVNLABLE THROUGH 'THE OWNER OR ll~E SOILS TESTlNG
<br />. COMPANY. QUESTlONS REGARDING SITe: PREPARATION REQUIREMENTS DESCRIBED IN
<br />THE SOILS REPORT ARE TO BE DIRECTED TO TIlE SOILS TESTING COMPANY.
<br />J. THE CONTRACTOR SHALL ClEAR AND GRUB, ONLY THOSE PORTIONS OF TI-lE SITE,
<br />NECESSARY fOR: CONSTRUCTlON. OlSTURBED AREAS WILL BE SEED EO, MULCHED, OR
<br />PlANTED WITH OTl1ER ApPROVED LANDSCAPE MATERlAIL IMMEDIATELY FOLLOWING
<br />CONSTRUCTiON.
<br />4. THE TOP 4- TO 6" Of GROUND REMOVED DURING CLEARING ANDI GRUBBING SHAlL BE
<br />STOCKPILED AT ^ SITE DESIGNATED BY 111E OWNER TO BE USE[) FOR LANDSCAPING
<br />PURPOSES, UNLESS OTHERWISE DIRtCtED BY THE OWNER.
<br />5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHAlL BE DISPOSED OF
<br />OFF-SITE IN ACCORDANCE Willi APPLICABLE REGULATIONS. ONLY "GRADING aY
<br />HAND'- IS PERMITIED WITHIN niE CANOPY tiNE OF TREES THAT ARE TO REMAIN.
<br />6. 111E CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR R[MOVING Atff
<br />EXISTING STRUCTURES.
<br />7. IT IS THE CONTRACTOR'S RESPONSIBllIlY TO NOT1FY ALL UTIUTY COMPANIES TO
<br />DISCONNECT OR REMOVE THEIR FACIUTlES PRIOR TO REMOVING OR DEMOliSHING
<br />a. niE CONTRACTOR WILL BE RESPONSIBLE fOR MAKING A VISUAL INSPECTION OF 111E
<br />SITE AND WILL BE RESPONSIBLE rOR THE: DEMOUTION AND REMOVAl OF ALL
<br />UNDERGROUND ~D ,6,BOYE GROUND STRUCTURES THAT WilL NOT BE INCORPORATED
<br />WIll-! THE NEW FACILITIES. SHOULD Atff DISCRE:PANCIES EXIST Wlm 111E PlANS,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE: FOR CALLING mE OWNER AND REQUESTING
<br />^ ClARIFICATION OF Tl-iE PLANS PRIOR TO DEMOLITION.
<br />9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN 111E VICINITY OF THE
<br />PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED IiAY 8ALES,
<br />SOD. STONE, ETC., WHICH SHALL BE MNNTAINED AND MODIFIED f>S REQUIRED ay,
<br />CONSTRUCTION PROGRESS.
<br />10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
<br />mE START Of CONSfRUCTlON AND MAINTNNED UNTIL CONSTRUCTION IS COMPLETE.
<br />t 1. WHEN CONSTRUCllON IS COMPLETED, THE RETENTION/DETENTION MEAS WILL BE
<br />RESHAPED, CLEANED OF SILT, MUD AND DEBRIS" AND RE-SODDED IN ACCORDANCE
<br />TO ll-!E PLANS.
<br />12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
<br />BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY,
<br />STREETS, STORM: SEWERS. WATERWAYS, AND EXISTING WETLANDS.
<br />
<br />~
<br />~
<br />
<br />HORIZONTAl, SEPARATION 9ET\rtEN UNO€RGROuNO WA'T[RIJAiNS AND SANITARY OR STOR'"
<br />stWtRS. WASTE"ATER ~ StwtR F'00Ct IU.lNS AND RtCt)JU(D WAtER PIf)Wt04ES-
<br />(A) NEW. OR RELOCATED, UNDERGROUND WATER MAINS SHALL SE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE Of AT lEAST THREE FEET BE1WEEN THE OUTSIDE OF 111E WATER
<br />MNN AND TI-lE OUTSIDE OF Atff EXISTING OR PROPOSED sTOR~ SEWER. STORMWt\TER
<br />FORCE MAIN, OR PIPE.1..JNE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF
<br />CHAPTER 62- 610, FAC.
<br />(B) NEW OR RElOCATED, UND~GROUND WATER MAINS S/-lALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT lEAST THREE FEET, AND PREFERAeLY TEN FEET, BETWEEN
<br />111E OUTSIDE Of' THE WATER MAIN AND 111E OUTSIDE OF I>Nf EXISTING OR PROPOSED
<br />VACUUM-1'(PE SANITARY SEWER.
<br />(C) NEW OR RElOCATED. UNDffiGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST SIX FEET, ANID PREFERABLY TEN FEET, BElWEEN THE
<br />OUTSIDE OF 111E WATER MAIN AND THE OUTSIDE OF ANf EXISTING OR PROPOSED
<br />GRAVlTY- OR PRESSURE-1'(PE SANITARY SEWER, WASTEWATER FORCE ~.A1N, OR PIPELINE
<br />CONVEYING RECLNMED WATER NOT REGULATED U;NDER PAAT III OF CHAPTER 62-610,
<br />F.A.C. mE MINIMUM HORIZONTAL SEPAAAllON DISTANCE BETWEEN WATER MAINS AND
<br />GRAVllY- TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE Tl1E BOTIOM
<br />OF 111E WATER MNN \S LAID AT lEAST SIX INCHES ABOVE Tl1E TOP OF 111E SEWER.
<br />(D) NEW OR RELOCATED. UNDERGROUND WATER MAINS SHALL BE LAI!} TO PROVIDE A
<br />HOR1ZONlN. DISTANCE OF AT lEAST TEN FEET BEtWEEN Tl1E OUTSIDE OF THE WATER ~.AIN
<br />AND ALL PARTS OFftN'( EXISTING OR PROPOSED .ON-SITE SEWAGE TREATMENT AND
<br />DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), f.S., AND RULE 6-4-E-6.002, F.A.C.
<br />
<br />vtRTlCAt. SEPARATlQt-4 BETWtE~ UNOE:RCROUNO WATER J.WNS J.<<O SANITARY OR STOO,.. SEwtRS
<br />WASTEWATER OR STQRtIWA1ER FORCt t,tAINS. ANO REOI..A1~ED WATER P1PElIM:S ·
<br />(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS; CROSSING Am
<br />e:XISTING OR PROPOSED GRAVlTY- OR VACUUM-TYPE SANITAAY SEWER OR
<br />STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT
<br />lEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12
<br />INCHES BElOW Tl-iE OUTSIDE OF THE OTl1ER PIPELINE, HOWEVER, IT IS
<br />PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
<br />(8) NEW OR ~ELOCATED, UNDERGROUND WATER MAINS; CROSSlNG ANY EXISllNG OR
<br />PROPOSED PRESSURE-TYPE SANITARY SEWER. Wf>STEWATER OR STORMWATER fORCE
<br />MNN, OR PIPEUNE CONVE:YING REClAIMED WATER SHALL BE LAlD SO Tl1E OUTSIDE
<br />Of THE WATER MAIN IS AT lEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE
<br />0111ER PIPEliNE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE
<br />0111ER PIPELINE.
<br />(C) AT TI-lE UTI LIlY CROSSINGS. DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE
<br />fULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW Tl1E
<br />omER PIPEtlNE SO TI-lE WATER MAIN JOINTS WilL BE AS FAR M3 POSSIBLE FROM
<br />TI-lE ornER PIPWNE. ALTE~NATrvRY. AT SUCH CROSSING$. THE PIPES SHAlL BE
<br />ARRANGED SO THAT AlL WATER MAIN JOINTS ARE At LEASl' THREE FEET FROM ALL
<br />JOINTS IN VACUUM-I'(PE SANITARY SEWERS. STORM SEWERS. STORMW,\TER FORCE
<br />MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGU!.ATED UNDER PART III OF
<br />CHAPTER 62-610. FAC., AND AT LEAST SIX FEET fROM ALL JOINTS IN GRAVl1Y- OR
<br />PRESSURE-1YPE SANITAAY SEWERS, WASTEWATER FORCE MAINS. OR PIPELINES
<br />CONVEYING REClAIMED WATER NOT REGULATED UNDER POO III OF CHAPTER 62-610, FAC.
<br />
<br />s.aJtllARV S(W(R t-{Olt~
<br />1. ALL SANITARY SEWER MAINS & LATERAlS SHALL HAVE A MINIMUM OF 36 INCHES OF
<br />COVER.
<br />2. ALL SAt.mARY SElVER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED Of
<br />POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE It/DlCATED ON THE
<br />CONSTRUCllON DRAWINGS.
<br />3. All SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
<br />AND SPECIFICAll0NS.
<br />4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISllNG
<br />LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION! AND
<br />ELEVMION OF EXISTING CONNECTION POINT AND NOflFY OWNER'S ENGINEER OF
<br />ANY CONFUCTS OR DISCREPANCIES.
<br />5. PVC PIPE AND FITTINGS SHAlL CONFORM TO ASTM SPECifiCATIONS DESIGNAllON
<br />D-3034-17C, IIA SOR 35. INSTALLATION OF SDR 35 PI?E SHALL BE IN STRICT
<br />ACCORDANCE wrm THE REQUIREMENTS Of ASTM SPECifiCATION SECTION 02321.
<br />ALL SANITARY SEWER PIPEliNES SHALL BE SOUD GREEN IN COLOR.
<br />6. ALL PVC FORCE MAINS SHALL BE ClASS 2QO. SDRl 21 .1~OLOR GREEN. WfTI-I A
<br />GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE. P'LACED 1 FOOT I3ELOW THE
<br />PROPOSED GRADE. THE PRINTING ON THE MAGNErlC TAPE SHOULD READ
<br />.FORCEMAlN-.
<br />7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WIlli ANSI A 21.50
<br />(AWNA C 150) AND ~SI A21.51 (AWWA C 151). !DUCTILE: IRON PIPE SHALL
<br />RECEIVE . INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
<br />A 21.6, A 21.8. OR A 21.51.
<br />a. ALL SANITARY SEWER GRAVl1Y MAINS OR SANITAAY SEWER FORCEMNNS, THAli
<br />REQUIRE D.I.P, ARE 1'0 a~ POLYliNE!) OR EPOXY LINED.
<br />9. ALL SANITARY SEWER covms SHALL BE mAFFlC RATED FOR H-20 lOADING.
<br />10. NEW MANHOLES SHALL BE CONSTRUCTED IN CONrOR~.ANCE WITH CllY STANDARD
<br />DETAIL IS10-50, S30-1, $30-11 AND S40'-30. ALL PRECAST STRUCTU~ES SHAlL
<br />HAVE AN INTEGRAL FLOOR ,AND Bf>SE RISER SECTION. NO DOG HOUSE STYlE
<br />MANHOLES WILL BE ALLOWED. BY PASS PUMPING WILL BE REQUIRED TO MAINTAIN
<br />PUBUD SANITARY SEWER FtOWS DURING mE CONSTRUCTION PROCESS. THE CITY
<br />ENGiNEERINO DEPARTMENT MUST REVIEW/APPROVE ALL SHOP DRAWINGS ASSOCIATED
<br />WITH THE MANHOLE CONSTRUCTION PRIOR TO FA8Rl CATION.
<br />11. WHEN SffilNG THE NEW MANHOLE STRUCTURE. THE EXISTING VCP SEWER MAIN
<br />WITHIN THE ALLEY MUST BE REMOVED TO UNDISTUR:BED PIPE BEDDING AND
<br />REPLACEO WITH PVC. ONLY NEW PVC SHALL ENTm 111E NEW MANHOLE
<br />STRUCTURE.
<br />
<br />12. CONNECTIONS MADE WHICH JOIN OTI-lER PIPE MATERlIALS TO EXISTING VCP
<br />MAINS SHAlL BE MADE USING A STAINlESS STEEL $HIEl!l:D SEWER COUPLING f.S
<br />~ANUfACTURED BY MISSION RUBBER COMPANY. GASiKCf TO MEET ASTM C-425-91
<br />TABLE 2,300 SERIES STAINLESS STEEl SHEAR RING WITH A NINIMUM 111ICKNESS
<br />OF 0.012-, 316 SERIES STAINLESS STEEL CLAMPS ~VITH !IUT & aOLT TAKE UP,
<br />SHEAR RING', AND ClAMPS TO MEET ALL REQUIREME~fTS Qf f>STM A-167.
<br />TRANSfTlONAL SIZES TO UTILIZE A ONE PIECE GASKET. EXISTINQ CLAY PIPE
<br />SHALL BE REMOVED TO UNDISTURBED PIPE BEDDING AND REPLACED WITH PVC OR
<br />DIP AS APPROVED BY TI-lE CIlY.
<br />
<br />SANITARY SE:~R TESTING AND INSPECTION REQURt'-lENTS
<br />
<br />1. .ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
<br />THE OWNER'S CONTRACtOR~ CONTRACTOR TO NOllFY '!'HE ENGINEER 48 HOURS IN
<br />ADV"NCE TO SCHEDULE INSPECllON.
<br />2. Tl1E CONTRACTOR SHALL PERfORM AN EXFllTRATION TESi ON All GRAVllY SEWERS
<br />INSTALLEO IN ACCORDANCE WIT\-i! 111E REGULATION AGENCY HAVING JURISDICTION.
<br />MAXIMUM ALLOWABLE LEAKAGE RATE: 200 GPD PER lNCH PIPE DIAMETER PER' MILE.
<br />TEST RESULTS ARE TO Be: SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
<br />COORDINATION AND NOTIF1CATION OF ALL PARTIES IS THE CONTRACTOR'S
<br />RESPONSIBILITY.
<br />3. ALL FORCE MNNS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
<br />ACCORDANCE WITH TI-lE REGULATORY AGENCY HAVlNG JU~ISDICTION. SAID TESTS
<br />ME TO BE CERTIFIED BY 111EENGINEER OF RECORD AND SUBMlTIED TO THE
<br />REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOllFICAllON OF ALL
<br />PARTIES IS THE CONTRACTOR'S RESPONSIBILIlY.
<br />
<br />.
<br />
<br />SEC.
<br />
<br />~ l'JYP. Po S., RNC.
<br />PASCO COUNTY,
<br />
<br />RIE.
<br />FLORIDA
<br />
<br />s.w.r.w.....D. I EROSION C~TRO!. NOTES
<br />
<br />1. DURING CONSTRUCllON SEDIMENT IS TO REMNN ON SITE. 111l:: CONTRACTOR IS
<br />RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
<br />PRIOR TO INIllATING AND DURING Alt. PHASES OF lAND CLEARING AND CONSTRUCTION
<br />TO PREVENT SOIL EROSION AND SILTATION.
<br />
<br />2. ROUGH EXCAVATE RrtEN110N AREAS.
<br />3. DIRECT ALL SURFACE DRAINAGE TOWARD RETENTION AREA DURING CONSTRUCllON.
<br />4. AFTER PAVING, GRADE RETENT10N AREAS TO CONTOURS, SHAPE AS SHOWN AND SOD.
<br />5. ALL DISTURBED CONOmONS SHALL BE RESTORED TO NATURAL CONDlT10NS, OR BETTER.
<br />6. ALL SIDE SLOPES OF" RETENTION OR SWAlE AREAS SHALL BE STABIUZED BY VEGETATION
<br />OR OTHER MATERIAlS TO MINIMIZE EROSION AND PROTECT 111E STORMWATER BASIN.
<br />NOTE: PLAN CONFUCTS. SHOWN OR UNSHOWN. WITH OTl1ER EXISTING SITE IMPROVEMENTS
<br />SHALL BE mE RESPONSI81L11Y OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT
<br />OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES. POWER
<br />G~b~~~0~~JE~6il:I~[~S U~1r ~R1?~~~G MJ8~~ w"~~IN5DM~~TER PADS
<br />FENCE. HANORAlL, VALVES. HYDRANTS, GUY WIRES El!CTRIC BOXES Af.JD PIPELINES '
<br />WHICH SHALL BE REPAIRED OR REINSTALLED f>S INCIDENTAL 10 THE COST OF' WORK SHOWN
<br />HEREUNDER. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO RESOLVE ANY
<br />CONFlJCTS PRIOR TO AWARD OF THE CONTRACT.
<br />NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT 111ROUGHOUT
<br />CONSTRUCTION. FNLURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRlCAOES WILL
<br />RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY
<br />CHAPTERS 400-4- & 40D-40 FAC. INITlA110N OF CIVIL PENAl1Y PROCEDURES PURSUANT
<br />TO SECTION 373.129. F AC, CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
<br />OffENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSllTUl1NG A
<br />OffENSE.
<br />
<br />MAINTENANCE ANQ OP~RATIONS INSPECTIONS fOR STORMWATER OfSCHARGE FAC1Utf
<br />1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
<br />2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FilLED WITl1 ANY OTHER
<br />SUBSTANCE THAN STORMWATER.
<br />J. SWALE AAOO SHALL BE KEPT CLEAN AND FREE: OF ANY OBSTRUCTIONS.
<br />4. IF DAMAGE TO' THE SYSTEM DOES OCCU.Rl.:THE SYSTEM SHALL BE RECONSTRUCTED
<br />IN ACCORDANCE WI111 THE APPROVED PLAN.
<br />
<br />QPERATION &: MAINTENANCE OF T}1E STQRM>\'ATER SYS\~M
<br />TI-lE OWNER SHALL PERIODICAl..LY MONITOR 111E STORMWATER SYSTEM JPIPE CONVEYENCE
<br />SYSTEM AND RETENTION POND} FOR SILT AND SEDIMENTATION BUILD P. TI-lE PIPE
<br />CONVEYANCE SYSTEM SHALL BE flUSHED, AS DEEMED NECESSARY NO LESS mAN lWlCE
<br />A YEAR. AlL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. mE RETENTION
<br />POND SHALL BE KEPT MOWED AND THE BOTIOM FREE OF DEBRIS. IF WATER SiANDS IN
<br />niE POND MORE THAN 48 HOURS 111E OWNER SHALL RAKE AND/OR SCARIFY mE POND
<br />aOTIOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A '!tAR TO RESTORE mE
<br />PERCOlAllON CHARACTERISTICS OF THE POND, n1E OWNER WILL BE RESPONSlBLE TO
<br />MAKE SURE 111AT TO 111E BEST OF HIS A81LIlY NOTHING ENTERS Tl-iE SYSTEM BESIDES
<br />STORMWATER THAT COULD DETERIORATE n1E FUNCTIONING CAPABIU11ES OF THE SYSTEM,
<br />I.E. GASOUNE'. OIL, GREASE. CHEMICAts, ETC.
<br />TI-lE POND UNDERORAJN SYSTEM SHALL BE INSPECTED ANNUALLY ANDRETROFlTIED AND
<br />FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT flLTER MATERIAL SHALL BE DISPOSED OF IN
<br />ALL MANNERS /is WlTH lHE HANDLING OF HAZERDOUS WASTE. 111E SPENT FlLTER MATERIAL
<br />SHALL BE DISPOSED OF IN ^ PERMITIED FACILIlY.
<br />
<br />WORK IN rOOT RlGHTS..or..WAY
<br />1. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDH515, (LATEST EDIllON AS OF' 3/1/06).
<br />2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDH104 & 105.
<br />(LATEST EDIllON AS OF 3/1/06).
<br />3. GUARDRAILS SHALL CONFORM TO fOOT INDI400, (LATEST EDITION AS OF 3/1/06).
<br />4. ALL TRAFFlC STRIPES AND MARKINGS ARE TO BE LEAO-FREE, NON-SOLVENT BASED
<br />THERMOPLASTIC. TI-lE PERMlmE SHALL FURNISH THE DEPARTMENT Vv1ll-! THE
<br />MANUFAC11JRER'S CERllflCATION TI-lAT "THE THERMOPLASTIC IS "LEAD fREE-.
<br />
<br />5. REFIl.ECTIVE PAVEMENT MARKERS SHALL MEET TI-lE REQUIREMENTS Of FOOT
<br />SPECIFICATION SECTION 706, (LATEST EDIllON AS OF 3/1/06).
<br />
<br />6. ALL SIGNS W\nilN FOOT RIGHT-Of-WAY SHALL MEET 111E REQUIREMENTS OF FOOT
<br />SPECIFICATION SECTION 700. (LATEST EDIllON AS OF 3/1/06).
<br />
<br />7. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WIlli FOOT
<br />STANDARD INDEX NO. 17352, (LATEST EDIllON AS OF j/1/06).
<br />
<br />8. STRIPING WITHIN FUOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE 'M1}l
<br />FOOT STANDARD INDEX NO. 11346, (lATEST EDIllON AS OF 3/1/06).
<br />
<br />9. SIGNS W1TI-1IN fOOT RIGHT-Of-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WIlli
<br />FOOT STANDARD INDEX NO. 11860, (LATEST EDITION AS OF 3/1106) AND
<br />SHALL BE PLACED IN ACCORDANCE ~TH FOOT STANDARD INDEX N<1. 17302,
<br />(LATEST EDmON AS OF 3/1/06).
<br />
<br />10. SIGNING AND STRIPING WITHIN FOOT RIGHT-Of-WAY SHALL BE IN ACCORDANCE
<br />Wln1 THE MANUAL ON UNIFORM TRAFFIC CONTROL DEViCES (MUTeD).
<br />(LATEST EDmaN AS OF 3/1/06).
<br />
<br />11. ALL WORK PERFORMED 'MTI-lIN THE FLORIDA DEPARTMENT Of TRANSPORTATION
<br />RIGHT-OF-WAY CONFORM TO:
<br />
<br />A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECifiCATIONS
<br />FOR ROAD AND BRIDGE CONSTRUCllON, (LATEST EDmaN AS OF 3/1/06),
<br />(ako: STANDARD SPECS).
<br />8.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
<br />DESIGN STANDAROS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERAllONS
<br />ON WE STATE HIGHWAY SYSTEM. (LATEST EDIllON AS Of ;5/1/06), (aka:
<br />STANDARD INDE>C). COMPUANCE WlTI-I ALL APPUCABL~ INDICES IS REQUIRED.
<br />C.) flORIDA DEPARThlEN1' OF TRANSPORTATION ROADWAY PLANS
<br />PREPARATION MANUAL VOLUME 1. CHAPTER 2 OR 25.
<br />(LATEST EDIllON AS Of 3/1/06).
<br />
<br />D.) flORIDA DEPARThlENT OF TRANSPORTAllON flEXIBLE PAVEMENT DESIGN
<br />MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHABILITATION,
<br />(LATEST EDITION AS OF 3/1/06).
<br />
<br />12. TRAfFIC CONTROL & SIDEWALK CLOSURES ARE TO BE PER FOOT INDICES N600 AND H823.
<br />(LA TEST EDI110N AS OF 3/1/06).
<br />
<br />13. TI-lE APPLICANT MUST NOTIFY' THE FLORIDA DEPT. OF TRANSPORTATION - lOCAL
<br />MAINTENANCE OFFICE fa HOURS IN ADVANCe: OF STARTING PROPOSED WORK.
<br />CALL: PINELLAS COUNlY, FRED UOHNSON C (727) 570-5101.
<br />
<br />14. BEfORE CONSTRUCTION IS TO BEGIN, THE APPUCANT SHALL DELIVER TO THE F"LORtDA Dt?T.
<br />OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT TI-lE APPLICANT OR 111E
<br />APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE L1ABIUTY INSURANCE POUCY IN
<br />ACCORDANCE WIlli THE REQUIREMENTS Of F.A.C" RULE CHPT. 14-96.007(5)(C)e.
<br />
<br />15. THE DEPARTMENT REQUIRES DOCUMENTATION Of SUCCESSFUL COMPLETION OF AN APPROVED
<br />WORK ZONE TRAFfiC CONTROL TR.AmING COURSE fOR THE AGENCY, Ul1UTY OR CONTRACTOR
<br />EMPlOYEE(S) INSTALLING AND/OR MAINTAINING TI-lE APPROVED MAINTENANCE OF TRAFfiC OF
<br />TRAFFIC PLAN. DOCUMENTATION IS TO BE FURNISHED TO WE DEPARTMENT AT THE
<br />PRE:"'CONSTRUCTION MEETING OR BEFORE OCCUPYING STATE RIGHT-Or-WAY. ALL LANE
<br />CLOSURES MUST BE APPROVED IN ADVANCE BY flORIDA OEPARTI-AENT OF TRANSPORTATION.
<br />
<br />REV.' DATE
<br />
<br />REVISION
<br />
<br />BY
<br />
<br />C. Fred Deuel and Associates, Inc.
<br />CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS
<br />ST. PETERSBURG. ZEPHYRHILLS
<br />
<br />~OTItt lO All. CONTAACtORS ANO DEvtLOPtRS
<br />
<br />St. Petersburg Main Ofnce:
<br />1620 First Avenue North
<br />st. Petersburg, Fl 33713
<br />Phone: (727) 822-4151 rax: (727) 821-7255
<br />
<br />Zaphyrhms Branch Office:
<br />5151 Gall Boulevard
<br />Zephyrhllls. F'L 33541
<br />Phone: (813) 782-6717 tax: (813) 782-5-428
<br />
<br />THE DOMESTIC WATER SYSTEM AND 111E STORM DRAIN flLTER SYSTEM fOR TI-lIS PROJECT .M!m" BE
<br />INSPECTED BY OUR OfFiCe: IN ORDER Tl1AT Tl1EY BE CERTlflED TO Tl1E APPROPIATE GOVERNMENTAL
<br />AGENCY. IT IS, mEREFORE. IMPERATIVE THAT OUR OFFICE BE :NOTlflED AT LEAST 24 HOURS PRIOR
<br />TO BACKFILLING OVER THESE FACIUTIES. f'AILURE TO DO SO WILL RESULT IN iHESE FACILITIES
<br />HAVING TO BE UNCOVERED AND INSPECTED BEfORE A CERTIFICATE OF OCCUPANCY IS ISSUED.
<br />YOUR CERTlFlCATE OF OCCUPANCY WILL BE WITHHELD UNTIL THE MAnER IS RESOLVED.
<br />
<br />C. FRED DEUEL & ASSOCIA1ES, INC.
<br />(727) 822-4151
<br />
<br />./Votes &- Spe~iftcatz'ons Plan
<br />PROPOS'S'/} OFF/Cff Bt//.l/J/HC
<br />for zq~,_l'A;Y J?~7'ffY
<br />
<br />~ - C::/A 7 -' 1/-
<br />( -Oof~/~z U/OG
<br />flORIDA SU~OR'S REGlSTRA nON NO.
<br />flORIDA ENGINEER'S REGISTRATION NO. ~~qlo
<br />
<br />OF
<br />
<br />4}
<br />
<br />Zephyrhil!s
<br />
<br />FLORIDA
<br />
<br />WORK ORDER No.1 14454- -ZH
<br />DATE: 02/27/06
<br />SCALE: NONE
<br />SHEET
<br />No.
<br />
<br />DESIGN:
<br />
<br />DRAWN:
<br />
<br />CHECKED:
<br />
<br />4}
<br />
|