IMMOKALEE ROAD (CR-846) CHLORAMINE BOOSTER STATION RELIABILITY CONNECTION

Transcription

1 CHIPLEY TALLAHASSEE 9 JACKSONVILLE PENSACOLA LAKE 9 INDEX OF UTILITY PLANS KEY GENERAL NOTES 3 PROJECT LAYOUT - PLAN AND PROFILE CROSS SECTION 7 DETAILS IMMOKALEE ROAD (CR-) CHLORAMINE BOOSTER STATION RELIABILITY CONNECTION PROJECT LOCATION TAMPA CITY DELAND ORLANDO BARTOW BEE LINE EXPRESSWAY FLORIDA S TURNPIKE FT PIERCE 9 C-A AB- THRU AB- VALVE DETAIL ASBUILTS OF EXISTING PLANS (INFORMATIONAL USE ONLY), FLORIDA R E R 7 E NAPLES FT LAUDERDALE MIAMI BID PLANS JUNE Horseshoe 7 9 TO IMMOKALEE KEY WEST BIG TO TAMPA 9 LEE Bird Rookery Swamp 3 CORKSCREW ISLAND T 7 S T S SHOP DRAWINGS TO BE SUBMITTED TO: Pelican Bay Blvd. Suite Number Naples, Florida 3 PLANS PREPARED BY: 3 7 QUAIL VILLAGE DELIMITED AREA 3 TO SUNNILAND Pelican Bay Blvd. Suite Number 3 Naples, Florida Golden Gate Tower Randall (39) 9- GRAPHIC SCALE Miles 3 INTERSTATE 3 9 TO MIAMI FS TO NAPLES Woodcrest Dr RockRoad CURRY ISLAND 3 3 PROJECT LOCATION ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CON- SIDERED WHEN OBTAINING SCALED DATA. GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, DESIGN STANDARDS D JANUARY 3, AND LATEST UTILITY STANDARDS AND SPECIFICATIONS. ( PROJECT LOCATION MAP PLANS PREPARED FOR: KEY BY UTILITY PLANS ENGINEER OF RECORD: P.E. 99 WILLIAM J. GRAMER ALICIA ABBOTT, PROJECT MANAGER FISCAL YEAR kheldorf /3/ 3:9:3 PM P:\Collier_County\Immokalee_Utility_Connection\Immokalee_Utility_Connection - 3in Valve \KEYSUT

2 GENERAL. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ARE IN HAND BEFORE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS REQUIRED BY THE PERMIT AND CONTRACT SPECIFICATIONS.. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER, UTILITIES ETC. WHICH ARE WITHIN THE PROJECT AREA AND WHICH HAVE BEEN INSTALLED AND CONSTRUCTED SINCE THE PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING HIS WORK. 3. ALL ELEVATIONS ARE BASED ON U.S.G.S. MEAN SEA LEVEL DATUM OF 99. UNLESS OTHERWISE NOTED.. ANY N.G.B. '9 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF CONTRACTORS OPERATIONS WILL DAMAGE OR DISTURB ANY MONUMENT, THE CONTRACTOR SHALL NOTIFY THE.. THE CONTRACT PLANS PROVIDE A GENERAL DEPICTION OF THE EXISTING CONDITIONS THAT EXIST WITHIN THE WORK AREA. PRIOR TO BIDDING, THE CONTRACTOR SHALL CONDUCT ALL SUCH SITE INVESTIGATIONS AND FIELD VISITS NECESSARY TO DETERMINE THE ACTUAL FIELD CONDITIONS THAT MAY IMPACT HIS WORK PLAN AND COMPLETION OF THE WORK.. THE CONTRACTOR IS ADVISED THAT THERE ARE LIKELY TO BE UTILITY CONFLICTS TO BE RESOLVED DURING CONSTRUCTION OF THE WORK. UTILITY CONFLICT RESOLUTION IS A PART OF THE BASIC WORK OF THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES THAT MAY BE IMPACTED BY NEW CONSTRUCTION. CALL BEFORE YOU DIG! 7. THE CONTRACTOR SHALL PROVIDE TO THE VARIOUS UTILITIES COMPANIES, IN ORDER TO PERMIT LOCATING OF THEIR FACILITY, AT LEAST () FIVE FULL BUSINESS DAYS NOTICE FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES, AND (7) SEVEN FULL BUSINESS DAYS NOTICE FOR ALL SUBAQUEOUS CROSSINGS. THIS WILL BE DONE PRIOR TO ANY CONSTRUCTION OR CLEARING AND GRUBBING. CONTACT UTILITIES NOTIFICATION CENTER AT "CALL SUNSHINE" () -77. PROJECT INCLUDES:. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES, IRRIGATION LINES, SIGNS, AND OTHER IMPROVEME WITH THE SAME TYPE OF MATERIAL THAT WAS DISTURBED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER, TO EQUAL OR BETTER THAN THE CONDITION THAT EXISTED PRIOR TO THE START OF CONSTRUCTION. 9. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION, AND ENSURE THAT CONSTRUCTION/RESTORATION HAS NOT CHANGED THE CURRENT DRAINAGE FLOW PATTERNS.. CONTRACTOR SHALL PROVIDE ALL WARNING SIGNALS, SIGNS, LIGHTS, AND FLAG MAN AS REQUIRED IN THE PROJECT SPECIFICATIONS AND STATED IN THE F.D.O.T. "MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES.". CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS ENTRANCE TO COMMERCIAL PROPERTIES ALONG THE WORK ROUTE AT ALL TIMES.. CONTRACTOR SHALL MAINTAIN A SET OF PLANS WITH CURRENT FIELD CHANGES MARKED THEREON AND SHALL DELIVER THESE PLANS TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. FINAL PAYMENT SHALL NOT BE MADE UNTIL THIS REQUIREMENT HAS BEEN SATISFIED.. INSTALLING RESTRAI ON EXISTING 3" VALVES PER STANDARD (G-) AND TABLE ON PROJECT LAYOUT.. INSTALLING FLUSH ASSEMBLY ON EXISTING 3" VALVES (SEE DETAIL ON DETAIL ). 3. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREME OF UTILITY STANDARDS, SPECIFICATIONS, DETAILS MANUAL, AND ALL OTHER LOCAL AND STATE REGULATIONS.. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT DESIGNS AND CONSTRUCTION STANDARDS. PAVEMENT CUTS/BACK FILLING SHALL MEET THE FOLLOWING ADDITIONAL REQUIREME: ALL WATER MAINS ON THIS PROJECT SHALL CONFORM TO THE FOLLOWING: A) COMPACTED TO A DENSITY OF NOT LESS THAN % (ASTM D 7-7). B) DENSITY TESTS SHALL BE CONDUCTED EVERY " OF COMPACTED DEPTH OR AS DIRECTED BY THE ENGINEER. A) DUCTILE IRON PIPE SHALL MEET REQUIREME OF AWWA C-. ALL MAINS SHALL BE INSTALLED AT THE INVERT ELEVATIONS SHOWN. B) PVC PIPE "-" SHALL CONFORM TO AWWA C-9 CLASS OR. RESTRAINED JOINT DUCTILE IRON FITTINGS SHALL BE USED ON ALL P.V.C. PIPE PER THE STANDARD MANUAL & SPECIFICATIONS. 7. ALL TEES, CROSSES, BENDS (HORIZONTAL AND VERTICAL), PLUGS, VALVES, AND OTHER APPURTENANCES, SHALL BE INSTALLED WITH RESTRAINED JOI UNLESS OTHERWISE NOTED. SEE DETAIL FOR PIPE RESTRAINT LENGTHS REQUIRED AS SHOWN IN THE "UTILITIES STANDARDS MANUAL", CURRENT ISSUE AVAILABLE TO.. ALL PIPE FITTINGS AND APPURTENANCES USED TO PROVIDE DEAD END FUTURE CONNECTIONS SHALL BE APPROVED RESTRAINED JOINT. 9. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VERTICALLY, PIPE JOINT DEFLECTION SHALL NOT EXCEED % OF THE MANUFACTURERS' RECOMMENDED DEFLECTION ANGLE. (DR OR DR ) AS SPECIFIED ON THE DRAWINGS (COLOR BLUE) C) PVC PIPE "-3" SHALL CONFORM TO AWWA C-9 (COLOR BLUE) D) PVC PIPE 3" AND LESS SHALL CONFORM TO ASTM D- (SCHEDULE UNLESS OTHERWISE SPECIFIED) OR ASTM D- (COLOR BLUE) E) POLYETHYLENE PIPE (PE) SIZES /"-3" SHALL CONFORM TO AWWA C-9 F) POLYETHYLENE PIPE (PE) SIZES "-3" SHALL CONFORM TO AWWA C-9. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL MATERIAL, EQUIPMENT AND PROCEDURES ASSOCIATED WITH THE INSTALLATION OF UTILITIES AS REQUIRED IN THE SPECIFICATIONS. NO MATERIAL OR EQUIPMENT SHALL BE DELIVERED TO THE JOB SITE, OR PROCEDURES PERFORMED IN THE FIELD UNTIL SUCH SHOP DRAWINGS HAVE BEEN APPROVED BY THE ENGINEER AND ARE AVAILABLE AT THE JOB SITE FOR USE.. STATIONING FOR ALL ISOLATION VALVES AND AIR RELEASE VALVES IS APPROXIMATE, THE CONTRACTOR SHALL LOCATE AIR RELEASE VALVES IN THE FIELD AT THE HIGHEST POINT BEFORE THE DOWNWARD BREAK IN THE VICINITY OF THE STATION INDICATED. ALL LOCATIONS FOR ISOLATION VALVES AND AIR RELEASE VALVES MUST BE APPROVED BY THE ENGINEER. ALL SEWAGE FORCE MAINS ON THIS PROJECT SHALL CONFORM TO THE FOLLOWING: PVC PIPE "-" SHALL CONFORM TO AWWA C-9O CLASS MINIMUM (COLOR GREEN) REFER TO LATEST TECHNICAL SPECIFICATIONS FOR MORE REQUIREME.. THE CONTRACTOR SHALL INSTALL METALIZED WARNING TAPE OVER ALL NEW UTILITIES IN ACCORDANCE WITH THE SPECIFICATIONS. THE LOCATOR TAPE SHALL BE 3-INCH DETECTABLE MARKING TAPE OF THE APPROPRIATE COLOR AND SHALL BE INSTALLED INCHES BELOW FINISHED GRADE OVER THE CENTERLINE OF THE NEW UTILITY PIPE OR ONE-HALF THE PIPE'S COVER. THE CONTRACTOR SHALL INSTALL ELECTRONIC MARKERS INCHES ABOVE THE PIPELINE AT ALL BENDS AND CHANGES IN ALIGNMENT AND EVERY FEET ALONG THE PIPELINE BETWEEN BENDS IN ACCORDANCE WITH SPECIFICATIONS. 3. CONTRACTOR SHALL MAINTAIN A MINIMUM () FIVE-FOOT CLEARANCE, OD TO OD, BETWEEN POTABLE WATER MAINS AND RECLAIMED / NON-POTABLE WATER MAINS WHEN PARALLEL. CONTRACTOR SHALL MAINTAIN A MINIMUM () EIGHTEEN-INCH CLEARANCE, OD TO OD, BETWEEN POTABLE WATER MAINS WHEN CROSSING. ADDITIONAL PROTECTION IN THE FORM OF CONCRETE OR STEEL ENCASEMENT (STEEL CASING) FOR A DISTANCE OF () TEN FEET IN EACH DIRECTION, MUST BE PROVIDED IF THE FOOT CLEARANCE CANNOT BE MAINTAINED. CONTRACTOR TO REFER TO "UTILITIES STANDARDS MANUAL", CURRENT ISSUE AVAILABLE TO FOR ALL CLEARANCES AND DETAILS.. ALL METER COVERS, SERVICE BOX COVERS, BLOW OFF AND VALVE BOX COVERS SHALL BE BLUE FOR WATER AND GREEN FOR FORCE MAIN IN COLOR WITH THE WORDS 'POTABLE WATER' OR 'SEWAGE FORCE MAIN' IN EACH COVER. CONTRACTOR SHALL RETURN THE ENTIRE AREA DISTURBED BY CONSTRUCTION ACTIVITIES TO THE ORIGINAL CONDITION AND TO THE FINISHED GRADES REQUIRED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP EXCAVATIONS DRY AND SHALL PROVIDE ALL ING, SHORING, AND BRACING NECESSARY TO PROTECT ADJACENT STRUCTURES, UTILITIES, EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH, ALL IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS.. CONTRACTOR TO COORDINATE RELOCATION OF FP&L POLES WITH INSTALLATION OF ANY NEW, RELOCATED OR OTHER BURIED UTILITIES TO AVOID IMPACTS DURING CONSTRUCTION OR HAVING TO HOLD FP&L POLES. 7. THE CONTRACTOR SHALLINSTALL FIRE HYDRA AT THE GENERAL LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE THE SPECIFIC LOCATION FOR EACH FIRE HYDRANT WITH THE IN THE FIELD AND SHALL OFFSET THE FIRE HYDRANT FROM THE PAVING OR RIGHT-OF-WAY AT A LOCATION WHERE THE HYDRANT IS ACCESSABLE TO FIRE APPARATUS AND CLEAR OF ANY VEHICULAR OR PEDESTRIAN TRAFFIC. FIRE HYDRANT ASSEMBLY INCLUDES " PIPING, FITTINGS, VALVES, AND HYDRA.. FORCE MAIN PIPELINES SHALL BE GREEN IN COLOR AS DESCRIBED IN THE STANDARDS. 9. POTABLE WATER PIPELINES SHALL BE BLUE IN COLOR AS DESCRIBED IN STANDARDS. 3. ALL PRESSURE MAINS SHALL BE INSTALLED WITH A MINiMUM OF 3 - INCHES (. FT) OF COVER. MAXIMUM ALLOWABLE COVER SHALL BE " (FT) OF COVER. 3. ALL WATER MAIN SHALL BE HYDROSTATICS TESTED IN ACCORDANCE WITH THE LATEST TECHNICAL SPECIFICATION 3. ALL FORCE MAIN SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE LATEST TECHNICAL SPECIFICATION 33. HYDRA SHALL BE DESIGNATED FOR PSI WORKING PRESSURE AND SHOP TESTED TO 3 PSI PRESSURE WITH MAIN VALVE BOTH OPENED AND CLOSED, IN ACCORDANCE WITH STANDARDS MANUAL SECTION. 3. THE WATER MAIN AND FORCE MAIN WILL BE OPERATED AND MAINTAINED BY UTILITIES. P.E. License No.: 99 ROAD FINANCIAL PROJECT ID CR UTILITY GENERAL NOTES PELICAN BAY BOULEVARD SUITE NAPLES, FL 3 CERTIFICATE OF AUTHORIZATION 7 kheldorf // :33: PM P:\Collier_County\Immokalee_Utility_Connection\Immokalee_Utility_Connection - 3in Valve_

3 N Feet 9 39TH AVE. N.E. 7 WATER WAYS BLVD. 33RD AVE. N.E. L ROAD L WEL OI Q UARRY D RIVE RO CK RO AD HOMES P.E. License No.: 99 PELICAN BAY BOULEVARD SUITE NAPLES, FL 3 CERTIFICATE OF AUTHORIZATION 7 RANDALL BLVD. CANAL 3 37 CO RKSCREW W ILSO N BLVD. 3 CURRY CANAL 7 D RIVE W O O D CREST 3 RICH ARD RO AD ORANGE TREE PIPERS RO AD PROPOSED VALVE LOCATION 3 PROJECT LOCATION (INFORMATION ONLY) LOCATION OF BACK-FLOW & 3" WYE TH STREET NO RTH 3" VALVE LOCATION FOR WATER SUPPLY ROAD CR PROJECT LAYOUT FINANCIAL PROJECT ID 3 kheldorf // :37: PM P:\Collier_County\Immokalee_Utility_Connection\Immokalee_Utility_Connection - 3in Valve

4 Q UARRY D RIVE COCOHATCHEE CANAL EXISTING " RAW ACTIVE 3" WM INACTIVE 3" WM N Feet " PVC RAW 3" WM EXISTING 3" VALVE (WATER SUPPLY FOR PROJECT) " ACTIVE APPROX. ' ACCESS POINT EXISTING CURB & GUARD RAIL APPROX. STA. +9 EXISTING " BACK-FLOW & EXISTING 3" WYE " IMMOKALEE ROAD (CR-) " FM SCALE: "=' HOR "=' VERT ACTIVE 3" WM INACTIVE 3" WM EXISTING " BACK-FLOW EXISTING IMMOKALEE PGL S- S- EXISTING VERTICAL BENDS W/ REDUCERS FROM 3" TO " S- S- EXISTING " FM EXISTING 3" WYE (INSTALLED VERTICALLY) EXISTING 3" WATER MAIN EXISTING 3" VALVE " Pipe "PV C RAW NE I RL TE WA WATERL I N E FL. Const. " Pipe Const. " Pipe Const. " Pipe Const. " Pipe " C PV W RA FL 7. FL 7. FL 7. FL 7. FL 7. FL 7. FL P.E. License No.: ROAD CR- PLAN AND PROFILE () FINANCIAL PROJECT ID (INFORMATIONAL ONLY) $USER$ PELICAN BAY BOULEVARD SUITE NAPLES, FL 3 CERTIFICATE OF AUTHORIZATION 7 + $$ $TIME$ $FILE$

5 NOTE: CONTRACTOR TO FIELD VERIFY UTILITY CONNECTION SIZE, LOCATION, AND ELEVATION. NOT ALL BURIED UTILITY LINES MAY BE SHOWN. (ALL UTILITIES SHALL BE LOCATED BEFORE DIGGING) STA 3+.3,.' LT INSTALL " GATE VALVE W/ " SPOOL PIECE & MJ PLUG INSTALL 3" SOLID SLEEVE DI/RMJ REFER DETAIL FOR RESTRAI REPLACE EXISTING 3"x" TEE W/ 3"X" TEE TH ST. NORTH EXISTING STORM DRAIN FUTURE " PVC (BY OTHERS) STA 3+37.,.' LT INSTALL " GATE VALVE W/ " SPOOL PIECE & MJ PLUG N Feet EXISTING 3" WATER MAIN (INACTIVE) 3" WM EXISTING " FM IMMOKALEE ROAD (CR-) " FM *INSTALLING RESTRAI REMOVE AND REPLACE EXISTING PAVEMENT & CURB & GUTTER. COORDINATE WITH BEFORE COSER. MAINTENANCE OF TRAFFIC SHALL APPLY TO THE LATEST FDOT STANDARDS AND APPROVED BY THE CONSTRUCTION INSPECTOR. 3" x " RJ TEE " RJ G.V. W/V.B. SEE DETAIL EXISTING STORM DRAIN INSTALL 3" SOLID SLEEVE DI/RMJ * ' MIN. ACTUATOR SHALL BE ' MIN. FROM EDGE OF PAD ' ' 3' ** EL=. ' ' ' EXISTING DITCH BOLLARD (TYP.) (BY OTHERS) 'x'x' CHAIN LINK FENCE (BY OTHERS) : SLOPE (TYP.) *CORNERS OF PAD SHALL NOT BE ABOVE ANY EXISTING/ PROPOSED PIPE. TO AVOID ANY CONFLICTS WITH PROPOSED FENCE POLE & BOLLARD FOUNDATIONS. **PAD = " GRAVEL FILL COMPACTED TO MINIMUN OF 9% OF MAXIMUM DRY DENSITY DETAIL A PAD LAYOUT RANDALL BLVD. PROPOSED PAD (SEE DETAIL A) REPLACE EXISTING " VALVE W/ " GATE VALVE THAN INSTALL " PLUG AND CAP EXISTING " WATER MAIN EXISTING " WATER MAIN (INACTIVE) STA 3+37., 9.' LT INSTALL 3"x" TEE STA 3+., 9.' LT INSTALL 3" GATE VALVE W/ ACTUATOR (REFER DETAIL FOR RESTRAI) STA 3+., 9.' LT INSTALL 3"x" TEE PROPOSED DRAINAGE FLOW (TYP) DRAIN AROUND PAD TO EXISTING DITCH EXISTING IMMOKALEE PGL SCALE: "=' HOR "=' VERT S- S- S-9 " Pipe REPLACE EXISTING 3"X" TEE W/3"X" TEE Const. " Pipe " Pipe FL. Const. 3" Pipe Const. FL.7 FL. FL.9 FL 9.9 " Pipe FL.9 EXISTING " FM EXISTING 3" WATER MAIN 3" SOLID SLEEVE DI/RMJ 3"x" TEE 3" SOLID SLEEVE DI/RMJ 3"x" TEE 3" GATE VALVE w/ ACTUATOR P.E. License No.: 99 PELICAN BAY BOULEVARD SUITE NAPLES, FL 3 CERTIFICATE OF AUTHORIZATION 7 ROAD FINANCIAL PROJECT ID CR- PLAN AND PROFILE () kheldorf // ::3 AM P:\Collier_County\Immokalee_Utility_Connection\Immokalee_Utility_Connection - 3in Valve_

6 UNSUIT. MATL. Regular Exc. Embankment A V A V A V IMMOKALEE ROAD@ TH STREET NORTH APPROX. STA. + REMOVE EXISTING 3"x" TEE & " VALVE INSTALL 3"x" TEE & " VALVE W/ PLUG EX. VALVE & HYDRANT (TO BE RELOCATED) EXIST. LF OF " RESTRAINED JOINT CARRIER PIPE EX. " FM EX. 3" SS EX. 3" WM EXISTING LF OF " STEEL CASING EX. BENDS CAP EXISTING " WM } CONST. Horz Vert - - BY BY P.E. License No.: 99 PELICAN BAY BOULEVARD SUITE NAPLES, FL 3 CERTIFICATE OF AUTHORIZATION 7 ROAD FINANCIAL PROJECT ID CR CROSS SECTIONS kheldorf // 3::9 PM

7 ASPHALTIC CONCRETE THICKNESS UNDISTURBED AREA TRENCH LIMITS UNDISTURBED AREA ' MINIMUM TAPER TRENCH WIDTH PLUS 3 FEET ' MINIMUM TAPER MINIMUM -/" OF /" ASPHALT OVERLAY TYPE S TO BE SAME AS ADJACENT ROADWAY (MINIMUM THICKNESS ") ASPHALT OVERLAY (TYPE S) '-" '-" ASPHALTIC CONCRETE MINIMUM TAPER TRENCH WIDTH PLUS 3'-" MINIMUM TAPER /" TYPE S OVERLAY ASPHALTIC CONCRETE THICKNESS ' MINIMUM TAPER ' MINIMUM TAPER UNLESS OTHERWISE SPECIFIED (TYP) SAWCUT EXISTING BASE (DEPTH VARIES) TO BE THE SAME AS ADJACENT ROADWAY. (MINIMUM THICKNESS ") SAWCUT EXISTING PAVEMENT ASPHALT BASE COURSE '-" '-" EXISTING BASE " MINIMUM EXISTING BASE LIMEROCK BASE COMPACTED IN TRENCH BACKFILL IN COMPACTED MAXIMUM " LIFTS TO A 9% REQUIRED DENSITY WHERE ANY TRENCH OCCURS IN AN UNSURFACED AREA, THE THIRD STAGE OF BACKFILLING SHALL EXTEND TO THE FINISHED GRADE. THIRD STAGE LIMEROCK BASE COMPACTED IN " MAXIMUM LIFTS, 9% DENSITY IS REQUIRED. MINIMUM ON ONE TEST PER LIFT PER LANE REQUIRED STABILIZED SUBGRADE COMPACTED IN " MAXIMUM LIFTS TO A 9% REQUIRED DENSITY (LBR MIN) '-" '-" THIRD STAGE TYPE 3 (ABC-3) ASPHALTIC CONCRETE THICKNESS TO BE THE SAME AS ADJACENT ROADWAY. FLOWABLE FILL FLORIDA D.O.T. SECTION STANDARD SPECIFICATIONS. STEEL PIPE CASING " MINIMUM '-" '-" " LIFTS 9% DENSITY REQUIRED (MINIMUM OF ONE [] TEST REQUIRED FOR EACH LIFT PER LANE). ASPHALTIC BASE MAY BE SUBSTITUTED FOR LIMEROCK BASE (/" ASPHALT BASE EQUAL TO " LIMEROCK BASE). USE ASPHALT BASE COURSE TYPE I (FLORIDA D.O.T. SECTION ). MAXIMUM COMPACTED THICKNESS '-" SECOND STAGE TRENCH BACKFILL IN COMPACTED MAXIMUM " LIFTS TO A 9% REQUIRED DENSITY '-" SECOND STAGE (SEE STANDARD DETAIL G-) PIPE, CABLE OR CONDUIT '-" SHALL NOT EXCEED 3 INCHES PER LIFT. TRENCH BACKFILLED IN TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN PIPE TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN " COMPACTION LIFTS PIPE FIRST STAGE " COMPACTION LIFTS FIRST STAGE PIPE BEDDING PIPE BEDDING '-" OUTSIDE '-" (SEE NOTE ) MINIMUM DIAMETER MINIMUM '-" OUTSIDE '-" (SEE NOTE ) PIPE, CABLE, OR CONDUIT 9" COMPACTED LIFTS 9% DENSITY REQUIRED. MINIMUM OF ONE () TEST REQUIRED PER LIFT PER COMPACTED GRANULAR MATERIAL LANE (MINIMUM LBR ) COMPACTED GRANULAR MATERIAL TRENCH BACKFILLED TO LEVEL ONE () FOOT ABOVE PIPE CABLE, OR CONDUIT IN " COMPACTED LIFTS (CLASS B - TRENCH WIDTH TRENCH WIDTH BEDDING REQUIRED) MINIMUM DIAMETER MINIMUM VARIES* VARIES* *TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLIS FEET *TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS FEET. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREME.. OVERLAY REQUIRED AT 'S DISCRETION.. ALL MODIFIED PROCTOR AND DENSITY TESTS SHALL BE TAKEN BY A CERTIFIED LABORATORY.. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM. WRAP PIPE JOI WITH FILTER FABRIC.. ALL TESTS SHALL BE COMPLETED AND SHALL MEET MINIMUM DENSITY FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, OF A " PIPE BEDDING SHALL BE USED. 3. ALL PIPES SHALL BE CONSTRUCTED WITHIN STEEL CASING PIPE IF INSTALLED ON A ROAD TO BE WIDENED. 3. REQUIREME PRIOR TO ADDITIONAL BACKFILLING. RIGHT-OF-WAY PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREME. 3. R.O.W. PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN A R.O.W.. RIGHT-OF-WAY PERMIT STIPULATIONS OVERRIDE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN A RIGHT-OF-WAY. TRENCH IS LOCATED WITHIN A RIGHT-OF-WAY.. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A " PIPE BEDDING SHALL BE USED. ROAD AND TRENCH RESTORATION UNPAVED AREA TRENCH BACKFILL DETAIL PAVED AREA TRENCH RESTORATION DETAIL FOR PRIVATE ROADS STATE ROAD, MAJOR ROAD, AND NUMBERED ROAD FOR LOCAL ROADS FLOWABLE FILL ROAD AND TRENCH RESTORATION G- G- G-A G-B REVISED: APRIL REVISED: APRIL REVISED: APRIL REVISED: DECEMBER 7 SEE THRUST BLOCK DETAIL FOR EXISTING A/C PIPE PIPE RESTRAINED PIPE LENGTH IN FEET () SIZE HORIZONTAL BENDS DEAD LENGTH AS REQUIRED TO ACHIEVE CLEARANCE IN INCHES ENDS () VERTICAL BENDS UPPER LOWER ITEM IN CONFLICT EXISTING A/C PIPE " x " x " CONCRETE COLLAR 7 " MINIMUM () # BARS CONTINUOUS AND 3 () # BARS DIAGONAL (" MINIMUM COVER FOR REINFORCING STEEL) CONCRETE QUANTITY TO ACHIEVE WEIGHT TO WITHSTAND FORCE OF PIPE UNDISTURBED SOIL SPECIFY LETTERING AS "IRR", "SEWER", WATER MAIN WATER MAIN 3" MINIMUM COVER MEGALUG FITTINGS OR "WATER", DEPENDING ON USE ' ' ' MINIMUM SEPARATION FOR SANITARY SEWER, STORM SEWER OR FORCE MAIN ' MINIMUM SEPARATION FOR IRRIGATION MAIN " MINIMUM SEPARATION PIPE RESTRAINED PIPE LENGTH SIZE IN FEET () SANITARY SEWER, STORM SEWER, EXISTING A/C PIPE - HEADWALL PLAN VIEW PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR IN INCHES TEE (3) REDUCER () IRRIGATION MAIN AND FORCE MAIN RESTRAIN LENGTH (SEE FIGURE G-) (BOTH SIDES OF ALL FITTINGS) ITEM IN CONFLICT RESTRAINED JOINT " MAIN TURNS TO SIZE OF MAIN OR BYPASS NUMBER OF TURNS TO OPEN x x x 3 7. WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF INCHES LENGTH AS OPEN - C CW DIRECTION TO TURN TO OPEN x x 3 7 MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. THE INCHES MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS OF SEWER LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER AND FORCE MAINS BY FEET AND FROM IRRIGATION MAINS BY FEET MEASURED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. REQUIRED TO ACHIEVE CLEARANCE DARLING CO 99 VALVE MANUFACTURER YEAR VALVE INSTALLED x x x x 3 9. RESTRAIN ALL PIPE JOI WITHIN THE DISTANCE SHOWN ON THE TABLES MEASURED FROM THE POINT OF CONNECTION.. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN INCHES SHALL REQUIRE SUBMISSION AND APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS APPLY: THE CROSSING SHALL BE MADE USING THICKNESS CLASS AWWA C-9 DR, PVC (CLASS 3 AWWA C-9, DR, PVC FOR PIPES GREATER THAN " IN DIAMETER) OR DUCTILE IRON, NEW & EXISTING PIPE - RESTRAINED JOINT NON PAVED AREAS PAVED AREAS PRESSURE CLASS PIPE FOR A HORIZONTAL DISTANCE OF FEET ON EACH SIDE OF THE CROSSING. WATER MAIN CONCRETE ENCASEMENT SHALL ONLY BE MADE AFTER WRITTEN APPROVAL OF THE WATER DIRECTOR OR HIS DESIGNEE. PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR " x " x " CONCRETE COLLAR () # BARS CONTINUOUS AND 3. INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER SEWER LINE. FINISHED GRADE () # BARS DIAGONAL FINISHED PAVEMENT. WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON-POTABLE IRRIGATION MAINS SHALL BE IN SEPARATE TRENCHES. NOTES. WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM SEWER. SEE SECTION - DESIGN CRITERIA FOR AIR RELEASE VALVE REQUIREME. SHALL HAVE THE ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER JOI WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOI ARE AT LEAST THREE FEET FROM ALL JOI IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER -, FAC, AND AT LEAST SIX FEET FROM ALL JOI IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT VARIES 3" MINIMUM TWO PIECE CAST IRON VALVE BOX WITH DR PVC PIPE EXTENSION IF NEEDED (C-9 DR PVC PIPE IN PAVED REGULATED UNDER PART III OF CHAPTER -. AREAS). VALVE BOX OR PIPE. 7 STONE SHALL BE UTILIZED FOR SEPARATION BETWEEN GRAVITY SANITARY SEWER LINES AND OR PRESSURE MAIN STORMWATER LINES. SHALL NOT BEAR ON VALVE x x 3 7. ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS. WITH RESTRAINT ON BOTH SIDES OF THE VALVE. x 3 x 7 3. RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE x x x. IS NOT ON TABLE, USE NEXT LARGEST BRANCH. RESTRAINT IS FOR LARGE DIAMETER SIDE OF x x 7 77 REDUCER. IF REDUCER SIZE IS NOT ON TABLE, USE NEXT SMALLER REDUCER (SMALL END). x 37 7 x x 3 9. THIS SCHEDULE IS TO BE USED FOR DUCTILE IRON AND PVC PIPE. 3 x x 3 x 3 3 x 3 x 3 x SEE SECTION - DESIGN CRITERIA, SUBSECTIONS..3 AND.3 FOR ADDITIONAL REQUIREME. PIPE SEPARATION DETAIL PIPE CONFLICT DETAILS ALL VALVES USED IN WATER DISTRIBUTION SYSTEMS SHALL BE OF THE RESILIENT SEAT TYPE IN ACCORDANCE WITH AWWA C-9 PRESSURE MAIN PIPE RESTRAINT SCHEDULE G-3 REVISED: APRIL G- REVISED: APRIL TYPICAL VALVE SETTING DETAIL G-7 REVISED: SEPTEMBER G- REVISED: APRIL P.E. License No.: 99 PELICAN BAY BOULEVARD SUITE NAPLES, FL 3 ROAD FINANCIAL PROJECT ID CR DETAILS 7 CERTIFICATE OF AUTHORIZATION 7 $USER$ $$ $TIME$ $FILE$

8 DETAIL

9

10