GULF SHORE DRIVE WATER MAIN ABANDONMENT - LAPLAYA AREA

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GULF SHOR DRIV ATR MAIN ABANDONMNT - LAPLAYA ARA PART OF SCTION 29, TONSHIP 48-S, RANG 2- COLLIR

INDX SHT DSCRIPTION FOR: COLLIR COUNTY PUBLIC UTILITIS DPARTMNT SABRZ AV. GULF SHOR DRIV CHANNL DR.

DAT RVISION APPROVD COUNTY PROJCT MANAGR: DIANA DURI, PMP PLANNING & PROJCT MANAGMNT DIVISION 3339

$PMK:\213\1363..1 13-6164 Gulfshore Dr.$ $Flies\13631 CS1.$

1 GULF SHOR DRIV ATR MAIN ABANDONMNT - LAPLAYA ARA PART OF SCTION 29, TONSHIP 48-S, RANG 2- COLLIR COUNTY, FLORIDA SHT NUMBR 1 COVR SHT 2 GNRAL NOTS 3 OVRALL PLAN 4 PLAN & PROFIL UTILITY DTAILS SHT INDX SHT DSCRIPTION FOR: COLLIR COUNTY PUBLIC UTILITIS DPARTMNT SABRZ AV. GULF SHOR DRIV CHANNL DR. GULF SHOR DRIV PROJCT SIT PROJCT LOCATION BAYVI AV. RVISIONS No. DAT RVISION APPROVD COUNTY PROJCT MANAGR: DIANA DURI, PMP PLANNING & PROJCT MANAGMNT DIVISION 3339 AST TAMIAMI TRAIL SUIT 33 BUILDING H NAPLS, FLORIDA 3414 (239) May 18, 216 4:31 PMK:\213\ Gulfshore Dr. M Abandonment-LaPlaya Area\6 Final Design Phase-1% Plans & Permitting\Current Plans\Sheet Flies\13631 CS1.dwg PROJCT LOCATION (239) 97-7 FAX: (239) PROJCT SIT LVATIONS BASD ON NATIONAL GODTIC VRTICAL DATUM (NGVD 29). CONVRSION FROM NGVD29 TO NAVD88: NGVD = NAVD88. STAMPS DAT: MARK J. SUNYAK P.. STAT OF FLORIDA LICNS NO RA, INC. STAT OF FLORIDA BUSINSS CRTIFICAT NO. B-7663 PROJCT No: NGINR'S SAL 13631

2 ATR, IRRIGATION AND SR NOTS: GNRAL NOTS: 1. ALL ONSIT ATR AND SR FACILITIS SHALL B OND AND MAINTAIND BY TH COLLIR COUNTY ATR-SR DISTRICT. 2. ALL ATR AND SR CONSTRUCTION SHALL CONFORM TO COLLIR COUNTY STANDARDS AND SPCIFICATIONS. 3. ALL XISTING UNDRGROUND UTILITIS AR BASD ON AVAILABL RCORD INFORMATION. IT IS TH CONTRACTOR'S RSPONSIBILITY TO LOCAT APPROPRIAT XISTING UTILITIS AND RPORT DISCRPANCIS TO NGINR IMMDIATLY. 4. INSTALLATION OF SUBSURFAC CONSTRUCTION, TO INCLUD, ATR AND IRRIGATION LINS, SR LINS, PUBLIC UTILITIS AND STORM DRAINAG IS RQUIRD PRIOR TO COMPACTION OF SUBGRAD AND ROADAY CONSTRUCTION.. TH CONTRACTOR IS RSPONSIBL FOR RPAIRING ALL UTILITY LINS AND SRVICS DAMAGD DURING CONSTRUCTION, INCLUDING IRRIGATION LINS AND SRVICS. TH APPROPRIAT UTILITY SHALL B NOTIFID OF ALL DAMAGD LINS PRIOR TO RPAIR. ALL NCSSARY RPAIRS SHALL B PRFORMD IMMDIATLY UPON DAMAG OF LIN, AT TH CONTRACTOR'S XPNS. 6. TH CONTRACTOR SHALL PROVID 48 HOURS RITTN NOTIC TO TH NGINR AND UTILITY COMPANY PRIOR TO TH FOLLOING TO ALLO FOR INSPCTIONS RQUIRD BY ORDINANC SCTION A. COMMNCMNT 6.B. CHANGS TO APPROVD SCHDULS, SUBCONTRACTORS, OR RSIDNT SUPRINTNDNT. 6.C. POTABL, IRRIGATION, ASTATR AND GNRAL SYSTMS 6.C.A. HOT TAPS TO POTABL ATR LINS LARGR THAN 6" AND ASTATR SYSTMS GRATR THAN 4". * 6.C.B. MASTR MTR AND BYPASS PIPING. 6.C.C. JACK & BOR CASINGS. * 6.C.D. PRSSUR TSTS. * 6.C.. INFILTRATION/XFILTRATION TSTS. * 6.C.F. LIFT STATION INSTALLATION, PRIOR TO COVR-UP AND START-UP. * 6.C.G. LIFT STATION START-UP. * 6.C.H. LAMPING OF SR LINS. * 6.C.I. PIGGING AND FLUSHING OF ASTATR LINS, FORC MAINS, POTABL ATR MAINS, AND NON-POTABL IRRIGATION LINS. * NOT: FULL BOR FLUSHING AND PIGGING OF POTABL ATR LINS ND ONLY ATR DPARTMNT INSPCTION. 6.C.J. TLVISION VIDO TAPING OF ASTATR LINS AT ND OF CONSTRUCTION AND TH ARRANTY PRIOD ("IN-OFFIC RVI"). 6.C.K. CONFLICT CONSTRUCTION. * 6.C.L. CONNCTIONS TO XISTING POTABL ATR, NON-POTABL IRRIGATION ATR AND AST ATR SYSTMS. * 6.C.M. 8" DIAMTR OR LARGR CASING INSTALLATIONS. * 6.C.N. OTHR SPCIAL RQUIRMNTS AS SPCIFID BY TH COUNTY STAFF AT TH TIM OF CONSTRUCTION DOCUMNT APPROVAL. 6.C.O. CHLORINATION OF ATR LINS AND RFLUSHING OF LIN AFTR CHLORINATION (NDS ATR DPARTMNT INSPCTION ONLY). * 6.C.P. INSTALLATION OF TMPORARY MTRS/BACKFLOS. * 6.C.Q. BACTRIOLOGICAL SAMPLING (NDS ATR INSPCTION ONLY). * 6.C.R. HOT TAPS TO ANY ATR CONCRT MAINS, PRSSUR TSTS ON LINS 2" OR GRATR, AND CONNCTIONS TO XISTING POTABL SYSTMS GRATR THAN 12" ND TO B INSPCTD BY TH ATR DPARTMNT AND COLLIR COUNTY. * 6.C.S. FIR FLO TSTING. 6.C.T. COLLIR COUNTY MUST B PRSNT AT TH INSPCTIONS NOTD ITH "*" ABOV. 7. FITTINGS SHALL B USD TO MAINTAIN PLAN ALIGNMNT OF POTABL ATR MAINS AND FORC MAINS. DVIATION FROM PLAN ALIGNMNT SHALL NOT B MOR THAN 12" FROM PLAN CNTRLIN OF MAIN. CONTRACTOR SHALL PRPAR RCORD DRAING OF ALL FITTINGS NOT SHON ON THIS PLAN. 8. MINIMUM COVR FOR ALL ATR MAINS AND FORC MAINS SHALL B MASURD FROM FINISHD GRADS, MINIMUM DPTH OF 3" MAXIMUM DPTH OF 48". IT IS TH RSPONSIBILITY OF TH CONTRACTOR TO NSUR MINIMUM COVR, RGARDLSS OF XISTING GRAD. PRIODIC CHCKS FOR MINIMUM COVR ILL B MAD BY TH COLLIR COUNTY AND NGINR. 9. CONTRACTOR SHALL CONSTRUCT ALL ATR AND SR APPURTNANCS INCLUDING MTR BOXS, BLO-OFFS, VALV BOXS, AIR RLAS VALVS, FIR HYDRANTS, TC. TO FINISHD GRAD. CONTRACTOR SHALL COORDINAT DURING TH CONSTRUCTION STAKOUT AND PRIOR TO CONSTRUCTION OF SAID APPURTNANCS ITH ONR AND NGINR RGARDING FINISHD GRAD. IT IS TH RSPONSIBILITY OF TH CONTRACTOR TO NSUR CONSTRUCTION OF SAID APPURTNANCS TO FINISHD GRAD. 1. ALL POTABL ATR MAINS SHALL B SPARATD FROM SANITARY SR BY A MINIMUM HORIZONTAL DISTANC OF TN FT MASURD DG TO DG AND A VRTICAL DISTANC OF 18" MASURD BTN TH BOTTOM OF TH UPPR PIP AND TH TOP OF TH LOR PIP. HR MINIMUM SPARATION CANNOT B MAINTAIND, S CROSSOVR DTAIL RQUIRMNTS. 11. POTABL ATR MAINS UNDR PAVMNT SHALL B POLYVINYL CHLORID PIP (PVC) AA C-9, CLASS 2, DR 14, OR CLASS 1 DUCTIL IRON PIP. ALL OTHR POTABL ATR MAINS SHALL B AA C-9, CLASS 1, DR 18 PVC, COLOR CODD "BLU". 12. NON-POTABL IRRIGATION MAINS SHALL B CONSTRUCTD OF PANTON PURPL 22C PIPING, COLOR CODD "PURPL". 13. ALL GRAVITY SANITARY SR MAINS AND LATRALS SHALL B ASTM D-334, SDR 26, COLOR CODD "GRN" UNLSS NOTD OTHRIS. 14. RFR TO PLAT AND/OR BOUNDARY SURVY FOR ASMNTS OF RCORD. 1. MINIMUM 18" VRTICAL SPARATION AND ' HORIZONTAL SPARATION SHALL B PROVIDD BTN ATR, SR AND CONDUITS FOR ANY OTHR UTILITY. 16. ALL UTILITY CONSTRUCTION TO B IN ACCORDANC ITH COLLIR COUNTY PUBLIC UTILITIS DIVISION SPCIFICATIONS, LATST DITION. 1. ALL CONSTRUCTION SHON ON THS DRAINGS SHALL CONFORM TO TH CURRNT COLLIR COUNTY STANDARDS AND SPCIFICATIONS AND TH CONTRACT TCHNICAL SPCIFICATIONS. 2. CONTRACTOR SHALL VRIFY ALL DIMNSIONS AND LVATIONS PRIOR TO COMMNCMNT OF CONSTRUCTION. ANY DVIATION IN PLAN INFORMATION SHALL B RPORTD TO NGINR IMMDIATLY. 3. CONTRACTOR IS RQUIRD TO OBTAIN FROM TH NGINR AND ONR RITTN APPROVAL FOR ANY DVIATIONS FROM TH PLANS AND/OR SPCIFICATIONS. 4. TH APPROVAL OF THS CONSTRUCTION PLANS DOS NOT AUTHORIZ CONSTRUCTION OF RQUIRD IMPROVMNTS HICH AR INCONSISTNT ITH ASMNTS OF RCORD.. ALL LVATIONS RFRNCD ITHIN THIS PLAN ST AR IN NAVD 29. CONVRSION TO TH NGVD = NAVD RFR TO PLANS FOR ASMNTS OF RCORD. 7. CONTRACTOR SHALL RMOV ALL MUCK AND OTHR UNSUITABL MATRIAL FROM FILL ARAS PRIOR TO PLACMNT OF FILL. ALL MUCK AND UNSUITABL MATRIAL SHALL B STOCKPILD AS DTRMIND BY COUNTY. DMOLITION NOTS: 1. CONTRACTOR SHALL RMOV XISTING STRUCTURS, BUILDINGS, PILS, AND OTHR FATURS ITHIN TH LIMITS OF TH PROJCT BOUNDARY. THIS SHALL INCLUD CONCRT PADS, FNCING UTILITY SRVICS, etc ALL ITMS TO B RMOVD SHALL BCOM TH PROPRTY OF TH CONTRACTOR AND SHALL B RMOVD AT TH XPNS OF TH CONTRACTOR, INCLUDING ALL DUMPING FS, UNLSS OTHRIS NOTD. ALL ITMS SHALL B RMOVD TO A DPTH OF 2' BLO XISTING GRAD, OR 2' BLO TH INVRT OF ANY PROPOSD UTILITIS. XISTING UTILITIS, SRVICING BUILDINGS TO B RMOVD SHALL B PLUGGD BLO XISTING GRAD AND BROUGHT TO TH ATTNTION OF ONR'S RPRSNTATIV AND TH NGINR IMMDIATLY. 3. XISTING PAVMNT TO B RMOVD SHALL B RMOVD TO A MINIMUM OF TH BOTTOM OF TH PROPOSD LIMROCK IN PAVD ARAS AND TO 12" BLO FINISHD GRAD IN UNPAVD ARAS. XISTING LIMROCK THAT HAS BN RMOVD MAY B USD TO STABILIZ TH SUBGRAD OF TH PROPOSD PAVMNT ARAS IF IT MTS TH RQUIRMNTS AS NOTD IN TH NGINR'S TCHNICAL SPCIFICATIONS. 4. THIS PLAN IS NOT INTNDD TO B ALL INCLUSIV OF XISTING FACILITIS OR MATRIALS TO B RMOVD. CONTRACTOR SHALL B RSPONSIBL TO VRIFY TH SCOP OF ORK IN RGARDS TO MODIFICATIONS OF TH SIT TO ACCOMMODAT PROPOSD IMPROVMNTS. THIS PLAN DOS NOT ADDRSS XISTING UNDRGROUND UTILITIS/FACILITIS HICH MAY B NCOUNTRD DURING DMOLITION OR IMPROVMNTS. CONTRACTOR SHALL PROTCT AND/OR RPLAC THOS XISTING UTILITIS RQUIRD TO ACCOMMODAT THIS PROJCT. OTHR UNDRGROUND UTILITIS TO B RMOVD OR ABANDOND SHALL B DISCARDD, DISNGAGD OR RMOVD IN A MANNR CONSISTNT ITH INDUSTRY SAFTY STANDARDS, AS RQUIRD BY ONR'S RPRSNTATIV.. ALL PAVMNT TO B RMOVD SHALL B MCHANICALLY SA-CUT IN ORDR TO NSUR CLAN, STRAIGHT DGS. CONTRACTOR SHALL COORDINAT TH LIMITS OF TH RMOVAL ITH THIS DMOLITION PLAN. 6. CONTRACTOR SHALL COORDINAT TH RMOVAL OF TH XISTING FACILITIS ITH TH COUNTY'S RPRSNTATIV ITH RGARDS TO HN TH INDIVIDUAL ITMS AR TO B RMOVD. 7. CONTRACTOR SHALL PROVID A SAF, OPRABL SIT FOR MPLOYS AND PUBLIC FOR TH CONSTRUCTION AND FUNCTIONS THAT ILL CONTINU TO OCCUR DURING TH CONSTRUCTION ACTIVITIS. LIST OF STANDARD ABBRVIATIONS TRM ABBRVIATION TRM ABBRVIATION ACCSS ASMNT A INVRT INV AIR RLAS VALV ARV LAK MAINTNANC ASMNT LM AMRICAN ITH DISABILITIS ACT ADA LANDSCAP BUFFR ASMNT LB AUTOMATIC FLUSHING DVIC AFD L COUNTY LCTRIC COOPRATIV LCC BACK OF CURB BOC LFT LT BACKFLO PRVNTR BFP LINAL FT LF BAS LIN BL MANHOL MH BLO-OFF BO MCHANICAL JOINT MJ CABL TV CATV NATIONAL GODTIC VRTICAL DATUM NGVD CNTR LIN CL NORTH AMRICAN VRTICAL DATUM NAVD CLAN OUT CO OUTSID DIAMTR OD CONTROL LVATION C.. PRIMARY DRAINAG ASMNT PD CONTROL STRUCTUR CS PRMANNT SAMPL POINT PSP CORRUGATD ALUMINUM PIP CAP PLUG VALV PV CORRUGATD MTAL PIP CMP POINT OF CURVATUR PC COUNTY UTILITY ASMNT CU POINT OF TANGNCY PT DPARTMNT OF TRANSPORTATION DOT POINT OF VRTICAL INTRSCTION PVI DIAMTR DIA POLYVINYL CHLORID PVC DIMNSION RATIO DR POST INDICATOR VALV PIV DRAINAG ASMNT D PROPRTY LIN PL DUCTIL IRON PIP DIP PUBLIC UTILITY ASMNT PU DG OF PAVMNT OP PUMP STATION PS LVATION LV RADIUS (X')R LLIPTICAL RINFORCD CONCRT PIP RCP RFLCTIV PAVMNT MARKR RPM FLOAG ASMNT F RINFORCD CONCRT PIP RCP FIBR RINFORCD CONCRT PIP FRCP RIGHT RT FIR CONTROL DISTRICT FCD RIGHT OF AY RO FIR DPARTMNT CONNCTION FDC SANITARY SR SS FIR HYDRANT ASSMBLY STATION STA FLORIDA DPARTMNT OF TRANSPORTATION FDOT STORM STRUCTUR STR FLORIDA POR & LIGHT FPL TCHNOLOGY UTILITY ASMNT TU FLO LIN FL TMPORARY TMP GAT VALV GV TMPORARY BACKFLO TBF HIGH DNSITY POLYTHYLN HDP TMPORARY BLO-OFF ASSMBLY TBO INSID DIAMTR ID TMPORARY SAMPL POINT TSP TYPICAL TYP 17. RFRNCS TO COLLIR COUNTY IN TH STANDARD DTAILS SHALL RFR TO COLLIR COUNTY PUBLIC UTILITIS OR COLLIR COUNTY GROTH MANAGMNT DPARTMNT. 18. CONTRACTOR SHALL B RSPONSIBL FOR BOIL ATR NOTICS AND BACTRIOLOGICAL SAMPLING. 19. FIR HYDRANTS SHALL B MARKD IN A UNIFORM MANNR APPROVD BY TH LOCAL FIR DISTRICT. 2. ALL ATR MTRS SHALL B SIZD BY COLLIR COUNTY PUBLIC UTILITIS. 21. ATR MTRS ILL B INSTALLD BY COLLIR COUNTY UTILITIS. 22. CONTRACTOR ILL INSTALL ATR SRVIC LINS & MTR BOX. 23. ALL FIR HYDRANTS RFRNCD IN THIS PLAN ST INCLUD HYDRANT AND HYDRANT VALV. 24. FIR HYDRANTS AND ATR SRVICS MAY B USD FOR TMPORARY SAMPL POINTS (TSP) AS SHON ON TH PLANS. 2. CONTRACTOR TO CONFIRM LOCATION OF ATR MAIN PRIOR TO PLACMNT OF LIGHTPOLS. MAINTAIN 7.' MINIMUM CLARANC TO ATR MAIN. PAVMNT MARKING AND SIGNING NOTS: 1. ALL PAVMNT MARKINGS AND SIGNING SHALL B IN ACCORDANC ITH TH CURRNT COUNTY RQUIRMNTS, F.D.O.T. STANDARD SPCIFICATIONS FOR ROAD AND BRIDG CONSTRUCTION AND F.D.O.T. ROADAY AND TRAFFIC DSIGN STANDARDS. 2. PAVMNT MARKINGS SHALL MATCH XISTING AT TH LIMITS OF CONSTRUCTION. 3. ALL PAVMNT MARKINGS ITHIN TH PROPRTY BOUNDARY SHALL B PRMANNT RFLCTIV TRAFFIC PAINT ITH GLASS BADS IN ACCORDANC ITH F.D.O.T. STANDARD SPCIFICATION SCTION 71, UNLSS OTHRIS NOTD. PARKING STALL STRIPS SHALL B PRMANNT RFLCTIV TRAFFIC PAINT ONLY. 4. BLU RAISD RFLCTIV PAVMNT MARKRS SHALL B PLACD AT FIR HYDRANTS IN ACCORDANC ITH TH LOCAL FIR DISTRICT.. INSTALL 12" ID CROSSALK STRIPS AT ALL SIDALK CROSSINGS. 6. PAVMNT MARKINGS LOCATD ITHIN PAVR BRICK ARAS MAY B CONSTRUCTD ITH A CONTRASTING COLOR OF BRICKS OR CONCRT IN LIU OF PAINT. May 4, 216 4:34 PMK:\213\ Gulfshore Dr. M Abandonment-LaPlaya Area\6 Final Design Phase-1% Plans & Permitting\Current Plans\Sheet Flies\13631 GN1.dwg RV # RVISION CHCKD DAT B 7663 LB 692 DAT: SC: TP: RG: S 2- HORIZ. SCAL (FULL): HORIZ. SCAL (HALF): DSIGND: VRT. SCAL (FULL): VRT. SCAL (HALF): CLINT: TITL: COLLIR COUNTY GNRAL NOTS PROJCT: GULF SHOR DRIV ATR MAIN ABANDONMNT PROJCT NO.: FIL NAM: SHT NUMBR: 2 OF MARK J. SUNYAK P.. FLORIDA LICNS NO GN1 6272

D -X GA X CAP & GROUT PORT BY OTHRS X 8" M BY OTHRS X 16" DI M DTAIL "B" DTAIL "A" SCAL:1" = 2' SCAL: 1" = 2' 1+ AS G (3) TLPHON LINS X 2" ATR MTR D- X LOT #26 17+ X SS FPL & COMCAST

HOR GULF S X 16" DI M X SS 16"x2" TAPPING SADDL & VALV S PLAN & PROFIL "" (SHT 4) X STORM DRAINAG -X D DIRCTIONAL DRILL 2" ATR CONNCTION / 4" HDP CASING, CONNCT TO X 2" ATR MTR 16+ X

R U S S U RMOV TOP HALF OF VALV BOX, BACKFILL & COMPACT (TYP) Y V X 8" M B O T TLPHON LINS FILD VRIFY LOCATION ' LF 8" BAYVI X CAP & GROUT PORT BY OTHRS X 8" PVC M TO S DTAIL "B"

$AM K:\213\1363..1 13-6164 Gulfshore Dr. M Abandonment-LaPlaya Area\6 Final Design Phase-1% Plans & Permitting\Current Plans\Sheet Flies\13631 MP1.$

3 D -X GA X CAP & GROUT PORT BY OTHRS X 8" M BY OTHRS X 16" DI M DTAIL "B" DTAIL "A" SCAL:1" = 2' SCAL: 1" = 2' 1+ AS G (3) TLPHON LINS X 2" ATR MTR D- X LOT # X SS FPL & COMCAST LINS GA-DX 18+ DR. HOR GULF S X 16" DI M X SS 16"x2" TAPPING SADDL & VALV S PLAN & PROFIL "" (SHT 4) X STORM DRAINAG -X D DIRCTIONAL DRILL 2" ATR CONNCTION / 4" HDP CASING, CONNCT TO X 2" ATR MTR 16+ X 2" ATR MTR S DTAIL "D" (THIS SHT) LOT #27 VRIFY 2" ATR CONNCTION TO XISTING 16" M S PLAN & PROFIL "C" (SHT 4) TD GROU TO B GA-SX LOT #28 AC M AV. R U S S U RMOV TOP HALF OF VALV BOX, BACKFILL & COMPACT (TYP) Y V X 8" M B O T TLPHON LINS FILD VRIFY LOCATION ' LF 8" BAYVI X CAP & GROUT PORT BY OTHRS X 8" PVC M TO S DTAIL "B" (THIS SHT) B 4+ CAP X M & INSTALL. C PLUG X T 2+ S DTAIL "B" (THIS SHT) ±1,8 T R A Y. V A BRZ DR L N N HA X STORM DRAINAG SA 4 Feet X 4" ATR MTR X 16" DI M S DTAIL "B" (THIS SHT) 2 X SS S DTAIL "A" (THIS SHT) FPL & COMCAST LINS DTAIL "D" SCAL:1" = 4' May 19, :2 AM K:\213\ Gulfshore Dr. M Abandonment-LaPlaya Area\6 Final Design Phase-1% Plans & Permitting\Current Plans\Sheet Flies\13631 MP1.dwg RV # RVISION CHCKD DAT DAT: B 7663 LB 692 DSIGND: SC: TP: S 2- RG: HORIZ. SCAL (FULL): VARIS HORIZ. SCAL (HALF): VARIS CLINT: COLLIR COUNTY PROJCT: GULF SHOR DRIV ATR MAIN ABANDONMNT VRT. SCAL (FULL): VRT. SCAL (HALF): TITL: OVRALL PLAN PROJCT NO.: FIL NAM: SHT NUMBR: MP1 3 OF MARK J. SUNYAK P.. FLORIDA LICNS NO. 6272

4 LIMITS OF AC M RMOVAL 8" PVC M, X 8" AC M TO B RMOVD 9 BND & CONNCT TO X 6" FIR SRVIC CAP X M & INSTALL X 4" ATR SRVIC CONNCTION CONNCT TO X 6" CUT-IN T X 6" M X 8" M TO 8" T 2" POLY ATR CONNCTION CONNCT X ATR MTR TO 8" M 9 BND, CONNCT TO X CAP X M & INSTALL 8" GV & CONNCT CAP X 6" DI M & TO X 8" AC M INSTALL 8" CUT-IN T 8" GV X 6" DI M TO B GROUTD LIMITS OF AC M RMOVAL 8" GV & CONNCT TO X 8" DIP M X 8" DIP M FPL & COMCAST LINS 14+ CONCRT 6" T 6" PVC M RMOV X VALV BOX B GROUTD LCTRIC VAULT PAVMNT 988 GULF SHOR DRIV COMMUNICATION VAULT TLPHON LINS X 6" FIR LIN RMOV X VALV BOX APPROXIMAT LOCATION FPL LINS DTAIL "1" SCAL:1" = ' X 8" AC M LOCATD 36" BLO SURFAC DTAIL "1" X 4" ATR MTR CAP X M & INSTALL TO B RMOVD AND RPLACD S DTAIL "1" X 6" PVC M X SS CONCRT X 6" M " BLO SURFAC X LIN RUNS BLO 8" AC M DRAINAG INLT CAP X M & INSTALL 2" GROUT PORT 4" FDC TO RMAIN X 16" DI M X 6" DI M TO B GROUTD X 6" DI M TO B RMOVD 6 GV X FDC CONNCTION TO RMAIN (ABOV GROUND) 16" x 6" CUT-IN T RMOV TRS AS NCSSA TO CONSTRUCT PROJCT 16"X6" CUT-IN T 6 GV 16" PVC M -X 16 GV S PROJCT SPCS FOR MTR STTING RLOCATION X STORM DRAINAG X 2" ATR MTR X INLT GULF SHOR DRIV 9891 GULF SHOR DRIV CONNCTION LOCATD 36" BLO SURFAC 8 6 PAVMNT X GRAD BRICK PAVR ALK 8 6 BRICK PAVRS X LIN X 6" FIR LIN LIMITS OF 8" AC RMOVAL 9876 GULF SHOR DRIV FPL & COMCAST LINS BURID X 6" DI M TO INLT X 6" DI M TO B RMOVD S DTAIL "2" (3) TLPHON LINS LCTRIC VAULT LIMITS OF 8" AC RMOVAL X 8" TAPPING SLV AND VALV X 8" AC M CAP X M & INSTALL X 8" AC M LOCATD 41" BLO SURFAC X HDG COMCAST LIN X SS DTAIL "2" X TR (TYP) X TO B RMOVD AND RPLACD S DTAIL "3" DTAIL "2" SCAL:1" = 1' COMMUNICATION VAULT 1 X 8" M AC TO B RMOVD AND RPLACD ITH 8" PVC M X 8" DIP M X 16" DI M X 1." ATR MTR, VRIFY CONNCTION TO X 16 M X 4" ATR MTR DTAIL "3" PLAN & PROFIL "" SCAL : 1" = 2' APPROXIMAT LOCATION FPL LIN BRICK PAVRS X 16" DI M PLAN "C" SCAL! = 1" DTAIL "3" SCAL:1" = ' 4 2 8" PVC M 8"x6" T CONNCT TO X 6" FIR LIN 2" POLY CONNCTION TO X ATR MTR 9 BND CONNCT TO X LIN 3" MIN./48" MAX COVR CONNCT TO 8" T 8" GV 4 2 B RMOVD CAP X 8" M & INSTALL X 8" AC M May 18, 216 4:31 PMK:\213\ Gulfshore Dr. M Abandonment-LaPlaya Area\6 Final Design Phase-1% Plans & Permitting\Current Plans\Sheet Flies\13631 PP1.dwg RV # RVISION CHCKD DAT B 7663 LB 692 DAT: SC: TP: RG: S 2- HORIZ. SCAL (FULL): 1" = 1' HORIZ. SCAL (HALF): 1" = 2' DSIGND: VRT. SCAL (FULL): 1" = 2' VRT. SCAL (HALF): CLINT: TITL: COLLIR COUNTY PLAN & PROFIL PROJCT: GULF SHOR DRIV ATR MAIN ABANDONMNT PROJCT NO.: FIL NAM: SHT NUMBR: 4 OF MARK J. SUNYAK P.. FLORIDA LICNS NO. 1" = 4' PP1 6272

$K:\213\1363.$ .1 13-6164

5 May 4, 216 4:3 PM K:\213\ Gulfshore Dr. M Abandonment-LaPlaya Area\6 Final Design Phase-1% Plans & Permitting\Current Plans\Sheet Flies\13631 UD1.dwg DAT: RV # RVISION CHCKD DAT B 7663 LB 692 DSIGND: SC: TP: S 2- RG: HORIZ. SCAL (FULL): HORIZ. SCAL (HALF): CLINT: COLLIR COUNTY PROJCT: GULF SHOR DRIV ATR MAIN ABANDONMNT VRT. SCAL (FULL): VRT. SCAL (HALF): TITL: UTILITY DTAILS PROJCT NO.: FIL NAM: SHT NUMBR: UD1 OF MARK J. SUNYAK P.. FLORIDA LICNS NO. 6272

APTOS JUNIOR HIGH WELL REPLACEMENT IMPROVEMENTS PROJECT NO. CWO

APTOS JUNIOR HIGH WELL REPLACEMENT IMPROVEMENTS PROJECT NO. CWO SOQUL CRK WATR DISTRICT SANTA CRUZ COUNTY, CALIFORNIA N PLANS FOR TH CONSTRUCTION TOS JUNIOR HIGH WLL RPLACMNT IMPROVM PROJCT NO. PROJCT SIT BID ST LOCATION M INDX DRAWINGS: STANDARD SYMBOLS STANDARD ABBRVIATIONS