POTABLE WATER #3 STANDARD DETAILSdiscover.pbcgov.org/waterutilities/PubDoc/WUD 2019...typical...
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POTABLE WATER #3 STANDARD DETAILS 21W 22W 23W 24W 25W 26W 27W 28W 29W 30W CONSULTANT: Drawing: W:\WUD 2019 STD DTL REVS\WUD STD DTL SHEETS\WUD 2019 STD DTLS - POTABLE WATER (5 SHTS).dwg\WUD PWS-3 - Last Modified: Tue, Jul 30, 2019 - 9:30am 1-800-432-4770 IT'S THE LAW !
POTABLE WATER #3 STANDARD DETAILSdiscover.pbcgov.org/waterutilities/PubDoc/WUD 2019...typical 2" terminal blowoff potable water distribution mains. typical trench detail/ root barrier
POTABLE WATER MAIN TYPICAL AERIAL CANAL CROSSING - SINGLE PIPE (SINGLE PILES)
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DENSITY TESTS ARE REQUIRED IN 1 FOOT LIFTS ABOVE THE PIPE AT INTERVALS OF 400' MAXIMUM,
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UNDER THE PIPE HAUNCHES.
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THE PIPE SHALL BE PLACED IN A DRY TRENCH.
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ROCKS SHALL BE REMOVED.
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BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK
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BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK AND DEBRIS.
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MINIMUM 1 SET OF TESTS FOR EACH WASTEWATER GRAVITY MAIN RUN, OR AS DIRECTED BY THE
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%%UNOTES%%U:
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4"
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MIN.
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12"
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MIN.
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12"
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MIN.
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MIN.
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12"
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24"
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MIN.
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SPECIFICATIONS OR MINIMUM 95%
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MAXIMUM DENSITY. PER AASHTO-T-180.
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AND COMPACTED PER APPROPRIATE
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2" MAX. SIZE.
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MINIMUM 98% COMPACTION.
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BEDDING MATERIAL
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COMPACTED TO MINIMUM 98% OF
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GRANULAR BACKFILL PLACED AND
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PER AASHTO-T-180. 6" MAX. LIFT.
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EXISTING GROUND
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SURFACE MATERIAL TO BE PLACED
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(MIN. 90% DENSITY IS REQUIRED FOR
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PER AASHTO-T-180.
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REMAINING BACKFILL, BASE AND
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NON-TRAFFIC AREAS OUTSIDE OF ROAD
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RIGHT OF WAYS.)
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THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER CONDITION OR AS SPECIFIED IN
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SEE SEPARATE DETAILS FOR "PIPE INSTALLATION UNDER EXISTING PAVEMENT - OPEN CUT."
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THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL TRENCH SAFETY LAWS
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AND REGULATIONS.
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PERMIT/CONTRACT DOCUMENTS.
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1.
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5.
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3.
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THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION
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4.
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6.
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8.
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7.
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2.
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3/8"- 7/8" SIZING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER
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9.
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INSPECTOR.
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5'-0"
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MIN.
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IDENTIFICATION TAPE (SEE NOTE 9)
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MIN. 36" DEEP APPROVED ROOT BARRIER 15' LONG CENTERED ON TREE
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UTILITY FACILITIES.
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10.
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ROOT BARRIER IS REQUIRED FOR APPROVED TREE INSTALLATION CLOSER THAN 10 FEET FROM
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APPROVED MAGNETIC TAPE IS REQUIRED FOR: ALL POTABLE WATER MAINS, FORCE MAINS AND RECLAIMED WATER MAINS. THE TAPE SHALL BE INSTALLED MAX. 24" BELOW FINISHED GRADE.
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IDENTIFICATION PAINT (SEE NOTE #11)
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CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SEWER MAINS (GREEN), AND DIP RECLAIMED WATER MAINS (PURPLE).
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11.
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PERMANENT ABOVE GROUND UTILITY MARKER SHALL BE INSTALLED IF REQUIRED BY PROPERTY OWNER GRANTING THE PIPE INSTALLATION PERMIT.
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12.
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FOR PIPE INSTALLATIONS IN ROAD RIGHTS-OF-WAY, ROAD OWNER'S PERMIT SPECIFICATIONS SHALL APPLY.
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13.
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REPLACEMENT OF FLEXIBLE PAVEMENT FOR PERMITTED PAVEMENT CUT
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THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LIFTS. (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1: THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2: THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALONG THE SIDES OF THE PIPE AND TO A POINT INDICATING THE TOP OF SUB-GRADE MATERIAL.
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1) BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2) REPLACED BASE MATERIAL (PER LAND DEVELOPMENT DESIGN STANDARDS) OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE OR 12" MINIMUM, WHICHEVER IS GREATER. 3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. 4) BASE MATERIAL SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. 5) SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE OR 1 1/2" SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. 6) PIPE SHALL BE PLACED IN A DRY TRENCH. A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND COUNTY PPM# EL-0-3606. B) DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW. C) ENGINEER-OF-RECORD SHALL PROVIDE FULL-TIME INSPECTION DURING THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION AND CONTINUING THROUGH THE COMPLETION OF THE PAVING. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM 1.25" ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNTY RETAINS THE RIGHT TO USE POSTED SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAYS PERIOD. ALTERNATIVE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) FOR THE FINAL RESTORATION, THE ROAD SHALL BE MILLED AND RESURFACED WITH 1-1/2" (ONE AND A HALF INCH) OF SIII OR SI ASPHALT SURFACE COURSE FOR A FULL LANE WIDTH ENCROACHED BY THE TRENCH. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY'S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW FINISHED GRADE. G) CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA.
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CONSTRUCTION PROCEDURES
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CONSTRUCTION NOTES
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GENERAL NOTES
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Magnetic Tape (See note F)
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Existing pavement
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Surface joint
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Match existing pavement (min. 1 1/2")
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Replaced Base material (lime or shell rock) (See note 2)
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Stage #1
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12" Min.
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12" Min.
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36" minimum cover required
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Surface Replacement (See Note 5)
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Varies
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W
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Stage #2
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6"
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6"
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Ditch Width W + 4ft
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Original Base
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REPLACEMENT OF FLEXIBLE PAVEMENT FOR PERMITTED PAVEMENT CUT
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*Surface Transition Area
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*Surface Transition Area
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THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN 6" LIFTS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1: THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2: THE CONTRACTOR SHALL OBTAIN A WELL-COMPACTED BED AND FILL ALONG THE SIDES OF THE PIPE AND TO A POINT INDICATING THE TOP OF SUB-GRADE MATERIAL.
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Stage #1
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12" Min.
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12" Min.
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Original Base
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Replacement Base (See note 2)
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Identification Tape (See note F)
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Surface Replacement (See Note 6)
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1) BEDDING SHALL CONSIST OF IN-SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8" - 7/8" SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCKS SHALL BE REMOVED. 2) REPLACED BASE MATERIAL OVER DITCH SHALL BE 16" MINIMUM FOR THOROUGHFARE PLAN ROADS. 3) ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED AND BUTT-JOINTED. 4) BASE MATERIAL (PER ROADWAY PRODUCTION DESIGN STANDARDS) SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX. PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. 5) * SURFACE TRANSITION AREA (SEE PLANS FOR LOCATION). OVERLAY OR MILL/RESURFACE FOR A DISTANCE OF 50'ON BOTH SIDES OF THE OPEN CUT AND FOR A FULL LANE WIDTH. 6) 1" SIII ASPHALTIC CONCRETE OVER 1 1/2 " SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. " SI ASPHALTIC CONCRETE WITH RC-70 PRIME COAT AT 0.10 GAL/SQ. YD. 7) PIPE SHALL BE PLACED IN A DRY TRENCH. A) ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND COUNTY PPM# EL-0-3605. B) DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW. C) ENGINEER-OF-RECORD WILL PROVIDE FULL-TIME INSPECTION DURING THE ENTIRETY OF THE OPEN-CUT OPERATION, BEGINNING WITH THE EXCAVATION AND CONTINUING THROUGH THE COMPLETION OF THE PAVING. D) IF THE PAVEMENT IS NOT COMPLETELY RESTORED IMMEDIATELY FOLLOWING THE OPEN CUT, A SMOOTH TEMPORARY PATCH (MINIMUM 1.25" ASPHALT) SHALL BE INSTALLED, PROPERLY MATCHING THE EXISTING GRADING OF THE ROADWAY. THE TEMPORARY PATCH SHALL BE ALLOWED TO REMAIN IN PLACE AND BE MAINTAINED FOR A PERIOD NO LONGER THAN 45 DAYS. THE COUNTY RETAINS THE RIGHT TO USE POSTED SURETY TO COMPLETE ANY RESTORATION WORK THAT HAS NOT BEEN COMPLETED IN THE 45 DAYS PERIOD. ALTERNATIVE TEMPORARY TRENCH PROTECTION (STEEL PLATES OR OTHERS) MAY BE APPROVED BY THE CONSTRUCTION COORDINATION DIVISION. E) THE FINAL RESTORATION, THE ROAD SHALL BE MILLED/RESURFACED FOR A FULL LANE WIDTH OF THE TRAVEL LANES ENCROACHED BY THE TRENCH AREA, INCLUDING A TRANSITION AREA OF 50 FT ON EACH SIDE OF THE TRENCH, THE PAVEMENT SHALL BE MILLED AND RESURFACED PER CONSTRUCTION NOTE 6. F) APPROVED MAGNETIC TAPE IS REQUIRED FOR ALL MAIN PRESSURE PIPES AND CONDUIT IN THE COUNTY'S RIGHT-OF-WAY. INSTALL TAPE 24" BELOW FINISHED GRADE. G) CONTINUOUS 4" WIDE PAINT STRIPING IS REQUIRED FOR DIP/PCCP WATER MAINS (BLUE), DIP SANITARY MAINS (GREEN), DIP RECLAIMED WATER MAINS (PURPLE), GAS MAINS (YELLOW), OR AS REQUIRED BY THE APWA.
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CONSTRUCTION PROCEDURES
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CONSTRUCTION NOTES
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GENERAL NOTES
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6"
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6"
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Ditch Width W + 4ft
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36" minimum cover required
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Stage #2
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Dia. Varies
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Varies
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W
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OPEN CUT PIPE INSTALLATION THOROUGHFARE ROAD
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FAN GUARD/ PILE CAP DESIGN SINGLE PIPE (SINGLE PILES)
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POTABLE WATER MAIN AIR RELEASE MANHOLE IN PAVED AREAS AND ROAD R/W
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POTABLE WATER MAIN CASING INSTALLATION DETAILS
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POTABLE WATER MAIN OFF-SET UNDERGROUND AIR RELEASE VALVE
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POTABLE WATER MAIN UNDERGROUND AIR RELEASE VALVE AND VAULT IN NON-TRAFFIC AREAS OUTSIDE OF ROAD R/W
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48"
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VARIES
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%%UNOTES:
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3/8" X 2" FLAT BAR
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3/8" X 2" FLAT BAR
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1/2" X 2" FLAT BAR, TYP.
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5/8"%%C
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1/2" x 2" FLAT BAR
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10%%D
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TYP.
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48"
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MIN. 5/8" x 8" LONG ANCHOR BOLTSWITH WASHERS AND NUTS (REDHEAD, HILTI)
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120%%D
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FORMED IN PLACE PILE CAP (FDOT CLASS II OR IV CONCRETE) CHAMFER ALL EDGES.
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SQUARE PRESTRESSED CONCRETE PILE (FDOT INDEX PILE)
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12"MIN.
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FAN GUARDS SHALL BE PLACED AT EACH END OF CANAL CROSSING. HARDWARE SHALL BE PAINTED WITH COAL TAR EPOXY. FANGUARD WITH HARDWARE SHALL BE FABRICATED FROM DOUBLE HOT DIPPED GALVANIZED STEEL. SHOP DRAWINGS FOR FANGUARDS, CAPS, AND PILES MUST BE SUBMITTED TO PBCWUD FOR REVIEW AND APPROVAL PRIOR TO PRE-CONSTRUCTION MEETING. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. MIN. 2" CONCRETE COVER OVER ALL STEEL. SEE "TYPICAL CANAL CROSSING DETAIL" FOR ADDITIONAL REQUIREMENTS.
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NO WELDING OF REBAR TO REBAR OR REBAR TO PILE STRANDS SHALL BE ALLOWED. DESIGN DRAWINGS ARE REQUIRED. LONG RADIUS WELDED ON UPPER BENDS ARE ACCEPTABLE FOR STEEL PIPE. IF A PILE/CAP STEEL CONNECTION IS REQUIRED BY DESIGNING ENGINEER, MIN. (4) #8 REINFORCEMENT BARS SHALL BE DRILLED AND DOWELED (EPOXIED) MIN. 16" DEEP INTO THE PILE AND TIED WITH THE CAP STEEL. ACCESS PLATFORM AND GATE REQUIRED ON ARV SIDE ONLY.
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1.
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2.
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3.
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4.
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7.
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8.
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12"
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FAN GUARD ACCESS DOOR IN OPEN POSITION
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SAFETY HARNESS ATTACHMENT
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HEAVY DUTY BLIND PIN HINGES
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GATE HASP FOR LOCKS (2)
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ARV ACCESS GATE WITH LOCK WITHIN FAN GUARD SWINGS OUTWARD
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1' WIDE 3' MIN. LENGTH DOUBLE HOT DIPPED GALVANIZED METAL SAFETY WORK PLATFORM W/ 1/2" X 3/8" SUPPORT FRAME & MOUNTING BRACKETS
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FAN GUARD SUPPORT STRUTS CONNECTION POINTS
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(2) 5/8" X 1 1/2" FLAT BAR STRUTS IN 11 & 1 O'CLOCK POSITION (APPROXIMATELY)
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OPTION FOR STEEL PIPE ONLY: WELDED OUTLET INSTALLED PRIOR TO PAINTING.
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WELDED ON BEARING PAD (STEEL PIPE ONLY)
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1/2" NEOPRENE REQUIRED UNDER ALL STRAPS INSTALLED OVER STEEL PIPE (TYP.)
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9.
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2"x1" NOTCH FOR WATER DRAINAGE
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6"
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5' MAX.
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MIN.
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(TYP.)
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MIN. 5" CAP OVERHANG
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SEE NOTE #9
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DIP (TYP.)
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PRESSURE GAUGE
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5.
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10.
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6.
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11.
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%%UNOTES:
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2.
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VALVE BOX MARKED "WATER"
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TAPPED PLUG
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POTABLE WATER MAIN AND VALVE (RESTRAINED JOINTS)
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36" MIN.
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GRADE
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FINISHED
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2" THREADED BRASS RISER PIPE
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2" N.P.T. X 2 1/2" N.S.T.
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BRASS NIPPLE (MIN. 12" LONG)
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BRASS CAP W/ INVERTED NUT
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2"MIN.
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2"
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PROFILE VIEW
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PLAN VIEW
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(2) HORIZONTAL THREADED BRASS 90° BENDS(TO PROVIDE MIN. 1'-0" OFFSET)
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(2) HORIZONTAL THREADED BRASS 90° BENDS(TO PROVIDE MIN. 1'-0" OFFSET)
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APPROVED 11"x18"x12" TRAFFIC BEARING METER BOX WITH SOLID LID
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APPROVED "SINGLE" TRAFFIC BEARING METER BOX (NO METER READER LID)
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3.
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ALL BRASS SHALL BE "LEAD FREE".ALL BRASS SHALL BE "LEAD FREE".
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4.
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BLOWOFF BOX TO BE LOCATED IN GRASS AREA, MIN. 2' FROM SIDEWALK OR PAVEMENT
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PERMANENT DEAD ENDS REQUIRE THE INSTALLATION OF AN APPROVED AUTOMATIC FLUSHING ASSEMBLY.
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1.
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TEMPORARY DEAD END BLOWOFF ONLY ALLOWED WITH PRIOR DEPARTMENT APPROVAL.
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12"
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AUTOMATIC COMBINATION AIR RELEASE VALVE, PRESSURE GAUGE WITH DOUBLE STRAP SADDLE AND CORPORATION STOP (SEE DETAIL) WELDED ON OUTLET OPTIONAL FOR STEEL PIPE.
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THE PILES AND CAP DESIGN SHALL BE SHOWN ON TO SCALE SIGNED AND SEALED DETAIL DRAWINGS. (MIN. 12"x12" TYPE 1A FLORIDA DOT INDEX PILES ARE REQUIRED.) PILE PENETRATION BELOW CANAL BOTTOM SHALL BE 15' MINIMUM. MINIMUM LOAD CAPACITY OF 20 TONS PER PILE IS REQUIRED (FDOT STANDARDS APPLY). SIGNED AND SEALED SHOP DRAWINGS ARE REQUIRED.
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SHOW EXISTING CANAL CROSS SECTION ULTIMATE CANAL SECTION AND RELEVANT ELEVATIONS AND DISTANCES ON A TO SCALE DETAIL DRAWING.
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PIPE CRADLE IN CAP SHALL CONTACT CIRCUMFERENCE OF PIPE. (SEE FAN GUARD DETAIL)13 CIRCUMFERENCE OF PIPE. (SEE FAN GUARD DETAIL)
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PIPE SHALL BE CRADLED ON " THICK NEOPRENE.(DUROMETER GRADE 50,) CURRENT FDOT STANDARDS APPLY. 12" THICK NEOPRENE.(DUROMETER GRADE 50,) CURRENT FDOT STANDARDS APPLY. NEOPRENE IS REQUIRED AT ALL STRAPS INSTALLED OVER STEEL PIPE. NEOPRENE SHALL EXTEND MIN. 1" BEYOND THE EDGES OF CRADLE AND STRAPS.
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FITTING ABOVE
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1/4 TURN OPEN
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(FXF)THREADED
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BALL VALVE
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1/2" BRASS
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ALL EXPOSED PIPING SHALL BE PAINTED AS SPECIFIED IN THE APPROVED MATERIAL LIST.
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%%UNOTES%%U:
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FAN GUARDS ARE REQUIRED. SEE FAN GUARD/PILE CAP DESIGN DETAILS FOR ADDITIONAL REQUIREMENTS. ACCESS PLATFORM AND GATE REQUIRED ON ARV SIDE ONLY.
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ALL EXPOSED PIPE SHALL BE DUCTILE IRON OR PREFABRICATED STEEL WITH FLANGED FITTINGS AND PROFILED GASKETS. RETAINER GLANDS AND UNIFLANGE TYPE FITTINGS ARE NOT TO BE SUBSTITUTED FOR FLANGED FITTINGS. PREFABRICATED STEEL PIPE MAY INCORPORATE WELDED ON LONG RADIUS UPPER BENDS. PREFABRICATED FLANGED PIPE SHALL BE FACTORY TESTED.
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THE PRESSURE GAUGE SHALL BE "ASHCROFT NO. 45-1009A" OR APPROVED EQUAL.
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THE PRESSURE GAUGE SHALL FACE THE CLOSEST FAN GUARD.
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ALL HARDWARE SHALL BE PAINTED WITH COAL-TAR EPOXY.
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SPAN LENGTHS AS REQUIRED BY PERMITTING AGENCY
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TIE-DOWN STRAPS MUST PROPERLY FIT AND SECURE PIPE IN CRADLE.
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13.
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12.
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11.
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10.
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9.
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8.
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7.
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6.
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5.
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4A.
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4B.
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3.
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2.
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1.
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ISOLATION VALVE REQUIRED FOR PIPES 16" AND SMALLER
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REQUIRED (TYP.)
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MEGALUGS OR EQUAL
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FAN GUARD (SEE NOTE 3)
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SQUARE PRESTRESSED CONC. PILES (SEE NOTE #13)
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D.H.W.
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5'-0"
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%%UA.R.V. DETAIL
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BRASS
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STOP
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CORP.
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BRASS
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TEE
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A.R.V.
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D.H.W.
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PRESSURE
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GAUGE
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PILE LIFT CABLE SHALL BE REMOVED BELOW SURFACE; HOLE SHALL BE FILLED WITH EPOXY CEMENT.
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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE.
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14.
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STEEL PIPE SHALL HAVE WELDED ON BEARING PADS EXTENDING MIN. 1" BEYOND PIPE CRADLE THE PADS SHALL BE INSTALLED PRIOR TO PAINTING
SIGN (SEE WUD DETAILS 35W, 36W, & 37W FOR SIGN PARAMETERS)
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MEGALUGS OR EQUAL REQUIRED (TYP.)
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%%UNOTES%%U:
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18"
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MIN.
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MIN 48"
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MIN.
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18"
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MIN.
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36" COVER
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MIN.
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12"
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MIN.
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12"
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48"
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MIN.
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5"
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MIN.
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12"
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MIN.
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8"
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2-5 COURSES)
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FINISH (4" MIN, 16" MAX
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BRICK WITH MORTAR
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OR AHD; BILCO J OR JD [H-20])
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HATCH FRAME & COVER (USF AHS
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SLOPED FILLET
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3/4" MIN. WASHROCK
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12" DIA. DRAIN
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ALL OPENINGS SHALL BE SEALED WITH WATERPROOF NON-SHRINKING GROUT.
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FILTER FABRIC
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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POTABLE WATER MAIN
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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAPPED WITH TWO WRAPS OF TEFLON TAPE.
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DUCTILE IRON PIPE IS REQUIRED THROUGH THE VAULT. NO PIPE JOINTS INSIDE OR WITHIN 12" OF THE VAULT.
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2"
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8'x8'x5" POURED IN PLACE CONCRETE COLLAR WITH WIRE MESH REINFORCEMENT IN UNPAVED AREAS.
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PAVEMENT
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D.I.P.
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(SEE NOTE 8)
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VOID FILLED WITH NON SHRINKING GROUT (TYP.)
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8.
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LARGER VAULTS WILL BE REQUIRED FOR PIPES LARGER THAN 12"
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%%UPIPE SIZE
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%%UMIN. VAULT SIZE
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16"-24" 30"-42"
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4'X5' 4'X6'
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CORP.
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STOP
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6"
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MIN.
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DOUBLE STRAP SADDLE OFF-SET 6" FROM CENTER OF STRUCTURE
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INFLOW PREVENTER
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S.S. BRACKET SUPPLIED BY MANUFACTURER (SEE NOTE No. 8)
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SHOP DRAWINGS ARE REQUIRED FOR CUSTOM MADE BRACKETS
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UNION
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"LEAD FREE" BRASS (TYP.)
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COMBINATION AIR RELEASE VALVE (SEE NOTE 2)
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PRECAST 4000 P.S.I. TYPE II CONCRETE STRUCTURE. SHOP DRAWING IS REQUIRED TO BE APPROVED BY THE DEPARTMENT PRIOR TO VAULT CONSTRUCTION AND/OR INSTALLATION.
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COMBINATION AIR RELEASE VALVE (ARV) SHALL BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED ALTHOUGH A 1" MINIMUM SIZED ARV IS REQUIRED ON POTABLE WATER MAIN INSTALLATIONS.
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ALTERNATE VAULT AND COVER DESIGN MAY BE USED PROVIDED ALTERNATE VAULT AND/OR COVER SHOP DRAWINGS WERE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND/OR COVER BEING INSTALLED.
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10"
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VARIES
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2 MIN. 4 MAX. BRICK
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COURSES PLASTERED
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INSIDE & OUTSIDE WITH
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TYPE II PORTLAND CEMENT
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EQUIVALENT WIRE MESH
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8"
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6"
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12" DIA.
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#4 @ 12" E.W.
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1 YD. 3/4" WASHROCK
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FILTER CLOTH
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8"
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MIN. 4'- 0"%%C
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%%UNOTES%%U:
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ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT.
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LIFT HOLES ARE PERMITTED.
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ALL PIPE HOLES SHALL BE PRECAST.
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MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH A.S.T.M. C-478 LATEST STANDARD.
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2.
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3.
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4.
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5.
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CONCRETE COLLAR REQUIRED WHEN MANHOLE IS OUTSIDE OF PAVEMENT, SEE DETAIL.
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7.
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22-1/4"
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50-7/8"
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6"
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12"
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MIN.
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GROUT
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HOLE
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8.
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9.
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#4 @ 12" E.W. OR
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(A.S.T.M. SPEC 20)
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DUCTILE IRON PIPE IS REQUIRED THROUGH THE VAULT. NO PIPE JOINTS INSIDE
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THREADED AREAS OF BRASS FITTINGS SHALL BE SPIRAL WRAP WITH TWO WRAPS
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OF TEFLON TAPE.
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10.
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6.
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OR WITHIN 18" OF THE MANHOLE.
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D.I.P.
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PAVEMENT
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2"
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8'x8'x5" POURED IN PLACE CONCRETE COLLAR WITH WIRE MESH REINFORCEMENT IN UNPAVED AREAS.
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DOUBLE LID MANHOLE COVER MARKED "WATER ARV" & FRAME TYPE "A" U.S. FOUNDRY NO. 690-AH-M OR EQUAL (OFF-SET MANHOLE COVER) (SEE NOTE 11)
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DOUBLE STRAP SADDLE OFF-SET 6" FROM CENTER OF STRUCTURE
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(SEE NOTE 11)
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SLOPED FILLET
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12.
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LARGER MANHOLES WILL BE REQUIRED FOR PIPES LARGER THAN 12"
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%%UPIPE SIZE
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%%UMIN. MANHOLE DIAMETER
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16"-24" 30"-42"
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60" 72"
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11.
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18" MIN.
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SHOP DRAWINGS ARE REQUIRED FOR CUSTOM MADE BRACKETS
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CORP.
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STOP
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MIN.
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INFLOW PREVENTER
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S.S. BRACKET SUPPLIED BY MANUFACTURER (SEE NOTE No. 12)
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UNION
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"NO LEAD" BRASS
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COMBINATION AIR RELEASE VALVE (SEE NOTE 7)
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1.
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PRECAST 4000 P.S.I. TYPE II CONCRETE STRUCTURE. SHOP DRAWING IS REQUIRED TO BE APPROVED BY THE DEPARTMENT PRIOR TO VAULT CONSTRUCTION AND/OR INSTALLATION.
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COMBINATION AIR RELEASE VALVE (ARV) SHALL BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED ALTHOUGH A 1" MINIMUM SIZED ARV IS REQUIRED ON POTABLE WATER MAIN INSTALLATIONS.
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POTABLE WATER MAINS 12" AND SMALLER, AN ALTERNATE VAULT AND COVER DESIGN MAY BE USED PROVIDED ALTERNATE VAULT AND/OR COVER SHOP DRAWINGS WERE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND/OR COVER BEING INSTALLED.
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13.
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MANHOLES IN ROADWAYS SHALL BE LOCATED OUTSIDE OF WHEEL PATHS.
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SADDLE
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STAINLESS STEEL
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STRAP
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22"
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22-1/4"
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CONC. PED. W/ 3/4"
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6"
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7.
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5.
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4.
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3.
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2.
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ALL PIPE HOLES SHALL BE PRECAST.
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ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT.
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1.
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%%UNOTES%%U:
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48"%%C
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FILTER CLOTH
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1 YD. 3/4" WASHROCK
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6"X 3"X 6" HIGH
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#4 @ 12" E.W.
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9" DIA. HOLE
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6"
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8"
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PLUG
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VARIES
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10"
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ARV, TAP AND PIPING TO BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED.
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6" MIN.
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SHOP DRAWING IS REQUIRED FOR REVIEW AND APPROVAL.
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8.
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9.
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DOUBLE STRAP
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WRAPPED WITH TWO WRAPS OF TEFLON TAPE.
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THREADED AREAS OF BRASS FITTINGS AND OTHER FITTINGS SHALL BE SPIRAL
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IN LIEU OF BRICK WORK, APPROVED PRECAST CONCRETE ADJUSTING RINGS MAY BE USED.
PRECAST MONOLITHIC POURED 4000 P.S.I. TYPE II CONCRETE STRUCTURE. SHOP DRAWING IS REQUIRED TO BE APPROVED BY THE DEPARTMENT PRIOR TO VAULT CONSTRUCTION AND/OR INSTALLATION.
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ALTERNATIVE VAULT DESIGN MAY BE USED WITH AN APPROVED 32" DIAMETER HINGED MANHOLE COVER PROVIDED ALTERNATE VAULT AND/OR COVER SHOP DRAWING WAS SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO THE VAULT AND/OR COVER BEING INSTALLED.
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6.
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COMBINATION AIR RELEASE VALVE (ARV) SHALL BE TYPE AND SIZE APPROPRIATE FOR SERVICE INTENDED ALTHOUGH A 1" MINIMUM SIZED ARV IS REQUIRED ON POTABLE WATER MAIN INSTALLATIONS.
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12.
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MANHOLES SHALL BE INSTALLED OUTSIDE TRAFFIC AREAS.
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MIN.
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36"
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10'-0"
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10'-0"
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ROADWAY, FENCE, WALL, OR LANDSCAPE BERM (SEE NOTE 5)
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ONE LENGTH MINIMUM
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DUCTILE IRON TO EXTEND
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CEMENT GROUT
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ENDS SEALED WITH
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ROCK BASE OR DIRT
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PAVING OR SOD
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.625
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.625
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.625
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.500
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.500
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.372
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.312
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.312
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.250
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.250
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.250
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.250
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.250
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.188
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72"
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60"
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54"
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48"
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42"
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36"
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30"
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30"
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24"
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24"
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20"
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20"
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14"
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12"
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WALL THICKNESS
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MINIMUM
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INSIDE DIAMETER (MIN)
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STEEL CASING
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PIPE SIZE
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CARRIER
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48"
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42"
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36"
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30"
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24"
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20"
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18"
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16"
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14"
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12"
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10"
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8"
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6"
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4"
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%%UNOTES%%U:
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(SEE NOTE 2)
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2.
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DUCTILE IRON RESTRAINED JOINT PIPE WITH CASING SPACERS INSTALLED, PER MANUFACTURERS REQUIREMENTS. (BELL JOINT HARNESS RESTRAINT IS NOT ACCEPTABLE).
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CASING SPACER(TYP.)
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5.
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4.
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MIN. 36" FROM END OF CASING TO FITTING OR PIPE JOINT (TYP.)
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MIN.
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MIN.
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DEPARTMENT APPROVED NEOPRENE END SEAL W/ STAINLESS STEEL BANDS (TYP.)
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A PROFILE DRAWING TO SCALE FOR EACH JACK AND BORE, DIRECTIONAL DRILL, OR DIRECT BURIED INSTALLATION IS REQUIRED TO BE APPROVED BY THE DEPARTMENT PRIOR TO INSTALLATION. IF A SPLIT CASING IS REQUIRED THEN SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED AND APPROVED BY THE DEPARTMENT PRIOR TO CONSTRUCTION AND/OR INSTALLATION.
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THICKER WALL CASINGS AND LARGER COVER OVER CASING MAY BE REQUIRED BY THE RIGHT-OF-WAY OWNER.
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3.
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STEEL CASING SHALL BE COATED OUTSIDE WITH COAL TAR EPOXY (MIN. 16 MILS DFT) AND BE PAINTED WITH A 4" MINIMUM WIDE CONTINUOUS STRIPE, COLOR CODED TO MATCH THE PIPE INSIDE, ALONG THE TOP AXIS OF THE CASING.
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STEEL CASING IS REQUIRED FOR ALL WATER MAIN INSTALLATIONS UTILIZING JACK AND BORE CONSTRUCTION AND WHEN MAINS ARE INSTALLED UNDER FENCES, WALLS, OR LANDSCAPE BERMS. WHEN THE CASING IS INSTALLED UNDER FENCES, WALLS, OR LANDSCAPE BERMS IT SHALL BE CENTERED ON THE PREVIOUS BARRIER AND IS REQUIRED TO EXTEND 10' MINIMUM PAST BARRIER ON EACH SIDE UNLESS OTHERWISE PREVIOUSLY APPROVED BY THE DEPARTMENT.
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PIPE IN CASING SHALL BE PULLED TO FULLY ENGAGE RESTRAINT.
