MAXIMUM TRENCH WIDTH AS REQUIRED SEE MEASUREMENT AND PAYMENT SECTION OF SPECIFICATIONS

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Charity Strickland
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1 REFER TO PAVEMENT PATCHING DETAIL FOR REQUIREMENTS ABOVE FINISHED SUBGRADE EL. MAXIMUM ALLOWABLE WIDTH OF PAVEMENT PATCH, SEE MEASUREMENT AND PAYMENT SECTION OF SPECIFICATIONS MAXIMUM TRENCH WIDTH AS REQUIRED SEE MEASUREMENT AND PAYMENT SECTION OF SPECIFICATIONS FIN. GRADE ELEV. FIN. SUBGRADE ELEV. TRENCH DEPTH PIPE O.D. 3' COVER 12" METALLIC LOCATOR TAPE 1/2 PIPE O.D. TRACER WIRE 12" 18" MAX. INITIAL BACKFILL (DEPTH VARIES) BACKFILL (DEPTH VARIES) PIPE ZONE DEPTH VARIES TRENCH DEPTH PIPE O.D. 3' COVER MAX ALLOWABLE SLOPE AS SPECIFIED IN OSHA REGULATION 29 CFR 1926 SUB-PART P METALLIC LOCATOR TAPE 12" 1/2 PIPE O.D. TRACER WIRE 12" 18" MAX. INITIAL BACKFILL (DEPTH VARIES) FINAL BACKFILL (DEPTH VARIES) PIPE ZONE (DEPTH VARIES) 1'-0" MIN PIPE O.D. 1'-0" MIN TRENCH WIDTH 1'-0" MIN PIPE O.D. 1'-0"MIN GREEN SPACE CONDITION TRENCH WIDTH PAVED CONDITION 1. 1) SHORING METHODS REQUIRED BEYOND STANDARD TRENCH BOX UTILIZATION SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. 2. 2) FOR TRENCH DEPTHS 8 FT OR GREATER, INSTALL SECOND LAYER OF WARNING TAPE 2.5 FT ABOVE PIPE TRENCHING DETAIL FOR WATER PIPE W-1

2 TOP OF METER SHALL BE LOCATED WITHIN 5" TO 8" OF SURFACE AND CLEAR OF LID METER ADAPTER SHALL BE PROVIDED BY UTILTY TOP ENTRY VERTICALLY ALIGNED CARTRIDGE DUAL CHECK VALVE ROADWAY C&G SIDEWALK EXISTING GRADE LOCKABLE ANGLE BALL VALVE 10.5" SET BOX ON TWO ROWS OF 4"x8"x16" SOLID CONCRETE BLOCKS 18" 26" 3'-0" TYP. 3/4" OR 1" CC DOUBLE STAINLESS STEEL STRAP SADDLE /4" OR 1"PE SDR 21 PIPE, WITH NO JOINTS OR COUPLINGS, AND COMPRESSION CONNECTIONS. WATER MAIN DEPTH UP TO SIDEWALK. AT SIDEWALK, TRANSITION TO 26" DEPTH. METER SIZE METER BOX SIZE 3/4" 11" X 18" X 18" DEEP 1" 13" X 24" X 18" DEEP 2-STAINLESS STEEL BANDS COPPERSETTER 3/4" OR 1" CC x FIP CORPORATION STOP ADAPTABLE TO 3/4" OR 1" FIP THREAD FOR DI / P.V.C. PIPE USE APPROVED SERVICE SADDLE ADAPT TO POLYETHYLENE PIPE AS PER MFG. RECOMMENDATIONS UNDISTURBED SOIL 11" #57 WASHED STONE BRACE PIPE REQUIRED 1. WATER METER OR VALVE SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC. 2. ALL PLASTIC METER BOXES SHALL BE HEAVY DUTY RATED NON-LOCKING POLYMER CEMENT COVER AS APPROVED BY UTILITY. 3. ALL FIBERGLASS METER BOXES WITH POLYMER CEMENT COVERS SHALL BE HEAVY DUTY RATED COVER AS APPROVED BY UTILITY. 4. ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA C FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE AN ABOVE-GROUND BACKFLOW PREVENTER, AN APPROVED METER SETTER WITHOUT THE DUAL CHECK ASSEMBLY MAY BE UTILIZED. 6. METERS SHALL BE COMPATIBLE WITH THE UMCS DATABASE. 3/4"-1" WATER SERVICE WITH METER W-2

3 CONCRETE COLLAR IN PAVED AREAS, CONCRETE PROTECTOR RING IN NON-TRAFFIC AREAS METER ADAPTER SHALL BE PROVIDED BY UTILTY TOP OF METER SHALL BE LOCATED WITHIN 8" TO 9" OF SURFACE AND CLEAR OF LID TOP ENTRY VERTICALLY ALIGNED CARTRIDGE DUAL CHECK VALVE ROADWAY C&G SIDEWALK EXISTING GRADE LOCKABLE ANGLE BALL VALVE UTILITY OWNER MAINTENANCE ENDS BEHIND METER BOX 3'-0" TYP. 2-1/2 " SLOTTED VALVE BOX WITH 2" SCREW TYPE ADJUSTMENT VALVE BOX. SEE VALVE BOX DETAIL FOR ITEMS NOT NOTED AND FOR FINISHED GRADE REQUIREMENTS. METER BOX - 24"X36"X30" DEEP BYPASS A 12" 15" 30" 2" CC DOUBLE STAINLESS STEEL STRAP SADDLE COPPERSETTER FOR 2" METER, BRACE PIPE REQUIRED A 2" CC x FIP CORPORATION STOP ADAPTABLE TO 2" FIP THREAD FOR DI / P.V.C. PIPE USE APPROVED SERVICE SADDLE ADAPT TO POLYETHYLENE PIPE AS PER MFG. RECOMMENDATIONS 2-STAINLESS STEEL BANDS 2" CTS PE OR PVC PIPE, WITH NO JOINTS OR COUPLINGS, AND COMPRESSION CONNECTIONS. DEPTH PER WATER MAIN UP TO SIDEWALK. AT SIDEWALK, TRANSITION TO 26" DEPTH. 2"Ø MIP x COMPRESSION FITTING (TYP.) 2"Ø X 12" BRASS NIPPLE (TYP.) 2"Ø GATE VALVE W/ 2" SQ. NUT 1. WATER METER OR VALVE SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC. 2. FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE AN ABOVE-GROUND BACKFLOW PREVENTER, AN APPROVED METER SETTER WITHOUT THE DUAL CHECK ASSEMBLY SHALL BE USED. GALVANIZED BRACE PIPE (REQUIRED) UNDISTURBED SOIL 11" WASHED STONE COPPERSETTER SECTION A-A CONCRETE BLOCKS (SEE INSET) TO PROVIDE SUPPORT FOR TIGHTENING OF FITTINGS A 20" x 3/4" ROUND STEEL ANCHOR ROD SHALL BE PLACED THROUGH SUPPORT BAR HOLE. ROD SHALL BE TIGHTENED TO "SUPPORT BAR HOLE" W/STEEL NUTS AND WASHER. ROD SHALL BE PAINTED W/2 COATS BITUMINOUS PAINT OR SHALL BE STAINLESS STEEL. 2" WATER SERVICE W/ METER W-3

4 WATER TIER 15 X" WATER METER TIER 8 LIFT PIN (2X) X" POLYMER CONCRETE COVER DYNAMIC BLUE COLOR - SHERWIN WILLIAMS SW6958 S.S. PENTAHEAD BOLTDOWN (4X) X" POLYMER CONCRETE COVER X" NON-SKID SURFACE X" POLYMER CONCRETE BOX - GRAY COLOR POLYMER CONCRETE BOX PLAN VIEW DOGHOUSE OPENING X" X" LIFTING BOLT - 2 EACH SIDE WALL X" OPEN BASE SIDE VIEW END VIEW DOGHOUSE OPENING 1. COVERS SHALL BE ANSI/SCTE 77 TIER 8 (VERTICAL LOAD TEST) IN ALL NON-TRAFFIC AREAS. 2. IN ALL AUTO TRAFFIC AREAS, COVERS SHALL BE ANSI/SCTE 77 TIER 15 (VERTICAL LOAD TEST). 3. APPROXIMATE WEIGHT: SEE MANUFACTURERS DATA. 2" & BELOW WATER METER/BACKFLOW ASSY. BOX W-4

5 BYPASS (SAME SIZE AS MAIN) METER SIZE L (IN) 4" 14" 6" 18" 8" 20" L 10" 18" 12" 18" GATE VALVE AND VALVE BOX (SEE STANDARD DETAILS FOR INSTALLATION) (TYP.) 48"x48" POLYMER CONCRETE BOX FLANGED COUPLING ADAPTER 24" PLAN FLANGED COUPLING ADAPTER SEE TOP ACCESS DOOR COVER DETAIL. DOOR MUST MEET H-20 LOADING REQUIREMENTS IN TRAFFIC AREAS. FINISH GRADE GATE VALVE AND VALVE BOX (SEE STANDARD DETAILS FOR INSTALLATION) (TYP.) MASTER METER FLOW FLOW 2' 6" 48"x48" POLYMER CONCRETE BOX OR APPROVED EQUAL CONTRACTOR TO PROVIDE 3/4" OPENING WITH 3/4" CONDUIT INTO METER BOX FOR SCADA CONNECTION 6" STONE SECTION UNDISTURBED SOIL PIPE SUPPORTS 4" & LARGER WATER METER & VAULT W-5

6 RPZ SIZE INSIDE LENGTH INSIDE WIDTH 3/ / UTILITY APPROVED RPZ ASSEMBLY CLOSE NIPPLE BALL VALVE BALL VALVE CLOSE NIPPLE INSULATED FLIP TOP ENCLOSURE BOLTED COMPRESSION FLANGE W/ STAINLESS STEEL BOLTS (TYP.) STREET 90 (TYP.) PIPE SUPPORT 8" 8" 1" 12" 36" MAX. 3" 24" INTERIOR ANCHOR, (TYP.) PVC SLEEVE 6" NO. 57 STONE PVC SLEEVE 4" THICK CONC. SLAB COMPACTED SUBGRADE 4"Ø GRAVEL DRAIN AND STONE SUMP 1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL INFORMATION. 2. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED ENCLOSURE. 3. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR. 4. SITE LID OPENING TO ENSURE ACCESS TO ASSEMBLY. 5. ALL PIPE MATERIAL SHALL BE SCH. 80 PVC OR BRASS. 6. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS PRIOR TO ORDERING MATERIALS. 2" & SMALLER RPZ BACKFLOW PREVENTION ASSEMBLY W-6

7 RPZ SIZE INSIDE LENGTH INSIDE WIDTH 3/ / CLOSE NIPPLE UTILITY APPROVED DOUBLE VALVE CHECK ASSEMBLY BALL VALVE BALL VALVE CLOSE NIPPLE INSULATED FLIP TOP ENCLOSURE BOLTED COMPRESSION FLANGE W/ STAINLESS STEEL BOLTS (TYP.) STREET 90 (TYP.) PIPE SUPPORT 8" 8" 1" 12" 36" MAX. 3" 24" INTERIOR ANCHOR, (TYP.) PVC SLEEVE 6" STONE BASE PVC SLEEVE 4" THICK CONC. SLAB COMPACTED SUBGRADE 4"Ø GRAVEL DRAIN AND STONE SUMP 1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL INFORMATION. 2. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED ENCLOSURE. 3. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR. 4. SITE LID OPENING TO ENSURE ACCESS TO ASSEMBLY. 5. ALL PIPE MATERIAL SHALL BE SCH. 80 PVC OR BRASS. 6. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS PRIOR TO ORDERING MATERIALS. 2" & SMALLER DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY W-7

8 B INSULATED ENCLOSURE UTILITY APPROVED RPZ ASSEMBLY OS&Y FL GATE VALVE OS&Y FL GATE VALVE FL 90 BEND FL 90 BEND ELECTRIC HEATER - INSTALL PER ASSE 1060 STANDARDS FOR CLASS 1 BACKFLOW ENCLOSURES AND MANUFACTURER'S SPECIFICATIONS A A 1" 6" TYP. 6" 12" 60" MAX. 6" TYP. 1/2" GAP W/ EXPANSION JOINT FILLER - BOTH LINES FEED PIPE DETECTOR LINE - FIRE LINES ONLY ADJUSTABLE STEEL PIPE SUPPORTS COMPACTED SUBGRADE DISCHARGE PIPE 6" NO. 57 STONE FROM MAIN 4" THICK CONC. SLAB W/ REINFORCING AND 6 MIL VAPOR BARRIER UNDER SLAB TO BUILDING RESTRAINED JOINT 90 BEND 1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL INFORMATION. 2. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED ENCLOSURE. 3. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE FROM BUILDING TO HEATER FOR RPZ'S INSTALLED ON FIRE LINES. 4. FOR LINES 3" AND LARGER PIPE MATERIAL SHALL BE DIP. 5. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS PRIOR TO ORDERING MATERIALS. 6. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR. 2.5" & LARGER RPZ BACKFLOW PREVENTION ASSEMBLY RPZ SIZE A B C C = INSIDE WIDTH W-8

9 B INSULATED ENCLOSURE UTILITY APPROVED DOUBLE CHECK ASSEMBLY OS&Y FL GATE VALVE FL 90 BEND OS&Y FL GATE VALVE FL 90 BEND ELECTRIC HEATER - INSTALL PER ASSE 1060 STANDARDS FOR CLASS 1 BACKFLOW ENCLOSURES AND MANUFACTURER'S SPECIFICATIONS A A 1" 6" TYP. 6" 12" 60" MAX. 6" TYP. 1/2" GAP W/ EXPANSION JOINT FILLER - BOTH LINES FEED PIPE ADJUSTABLE STEEL PIPE SUPPORTS COMPACTED SUBGRADE DISCHARGE PIPE 6" NO. 57 STONE FROM MAIN 4" THICK CONC. SLAB W/ REINFORCING AND 6 MIL VAPOR BARRIER UNDER SLAB TO BUILDING RESTRAINED JOINT 90 BEND 1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL INFORMATION. 2. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED ENCLOSURE. 3. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE FROM BUILDING TO HEATER FOR RPZ'S INSTALLED ON FIRE LINES. 4. FOR LINES 3" AND LARGER PIPE MATERIAL SHALL BE DIP. 5. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM ENCLOSURE DIMENSIONS PRIOR TO ORDERING MATERIALS. 6. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR. 2.5" & LARGER DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY RPZ SIZE A B C C = INSIDE WIDTH W-9

10 BUILDING 5' BACKFLOW PREVENTER ENCLOSURE LINE OF DEMARCATION 5' SEE METER ANDBACKFLOW PREVENTER (BFP) DETAILS FOR FURTHER INFORMATION FOR METER ASSEMBLY & VAULT AND BFP ASSEMBLY & ENCLOSURE. WATER METER ENCLOSURE ABOVE GROUND BACKFLOW PREVENTER & METER LAYOUT W-10

11 ENCLOSURE EXTERIOR WALL WALL INSULATION MINIMUM R-8 INSULATION CONCRETE FOOTER OR SLAB ENCLOSURE EXTERIOR WALL NYLOCK NUT GRADE INTERIOR ANCHOR 4" SLOTTED ANCHORS ALLOW FOR VERTICAL ADJUSTMENT NOTE: ANCHORS TO BE MADE OF NONFERROUS MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. ENCLOSURE ANCHOR INSTALLATION & INSULATION W-11

12 SIZE INSIDE LENGTH INSIDE WIDTH 3/ / DEPTH BELOW GRADE COMPOSITE METER BOX DUAL CHECK BACKFLOW PREVENTER BALL VALVE HDPE DR9 HDPE DR9 CONCRETE BLOCKS 6" STONE BASE SUPPORT BACKFLOW IF REQUIRED 1. SEE CROSS CONNECTION NOTES FOR ADDITIONAL INFORMATION. 2. ALL PIPE MATERIAL SHALL BE SCH. 80 PVC OR BRASS. 3. CONTRACTOR SHALL VISIT EACH SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM BOX DIMENSIONS PRIOR TO ORDERING MATERIALS. 4. METER CAN BE INSTALLED IN SAME METER BOX AS BACKFLOW PREVENTER. 2"AND SMALLER UNDERGROUND BACKFLOW PREVENTER W-12

13 1/2" 24" () 9-1/2" 18" GROUND 2" 4" CLOSED PICKHOLES (2) VALVE BOX LID SECTION VIEW VALVE BOX PROTECTOR RING NOTE: VALVE BOX PROTECTOR RINGS SHALL BE INSTALLED AROUND VALVE BOX IN UNPAVED NON-TRAFFIC AREAS. AND SHALL NOT CREATE A HINDERANCE TO MOWING OPERATIONS. VALVE BOX COVER 1" RAISED LETTERING LABELED "WATER" WATER 18" FINISHED GRADE IN PAVED AREAS TYPICAL FINISHED GRADE IN UNPAVED AREAS NOTE: CIRCULAR COLLAR ACCEPTABLE IN LIEU OF ABOVE DETAIL CAST-IN-PLACE CONCRETE COLLAR PRECAST CONCRETE COLLAR IN NON-PAVED AREAS BASE COURSE VALVE BOX LID CAST-IN-PLACE CONCRETE COLLAR IN PAVED AREAS (8" THICKNESS) SEE DETAILTHIS SHEET FOR VALVE BOX & RISER. ONLY PRE-FABRICATED RISERS ALLOWED. VALVE BOX LID NOTE: VALVE BOX SHOULD NOT CONTACT MAIN OR VALVE TRACER WIRE VARIES VARIES RESTRAINED JOINT (TYP) MAIN BOTTOM SECTION 2-PIECE SCREW TYPE ADJUSTABLE VALVE BOX, 5-1/4" MODEL TOP SECTION SECTION VIEW VALVE BOX AND RISER TYPICAL VALVE BOX & COVER THROUGH 12" DIA W-13

14 NOTE: MANHOLE TO BE USED ON ALL BUTTERFLY VALVES 16" AND LARGER WHEN INSTALLATION DEPTH IS 6.0' OR GREATER, AS MEASURED FROM THE TOP OF THE WATER VALVE TO FINISHED SURFACE ELEVATION. CONCRETE ENCASEMENT OPERATOR FINISHED GRADE STANDARD VALVE BOX CAST INTO FLAT TOP. SEE SPACER DETAIL (THIS SHEET). ENCASEMENT IN TRAFFIC AREAS PER GATE VALVE DETAIL VALVE BOX SHEET METAL SPACER WITH A DIAMETER SLIGHTLY SMALLER THAN THE INSIDE DIAMETER OF THE VALVE BOX AND A SQUARE HOLE CENTERED TO BE PLACED OVER THE VALVE OPERATOR NUT. TOP VIEW CONCRETE ENCASEMENT VALVE BOX LID VALVE OPERATOR EXTENSION SHALL BE INSTALLED IN ALL CASES WHERE THE VALVE OPERATOR IS GREATER THAN 4-FT DEPTH FROM THE SURFACE. MECHANICAL JOINT BUTTERFLY VALVE SHEET METAL SPACER OPERATOR NUT WATER LINE VALVE BOX EXTENSION WATER LINE STEM EXTENSION SIDE VIEW SPACER DETAILS BUTTERFLY VALVE < 6 FT DEPTH W-14

15 LOCKING DEVICE (BY OTHERS) THREE POLE TAMPER SWITCH (IF REQUIRED, SEE NOTE) OPEN ADJUSTABLE INDICATOR POST VARIES 30" GROUND LINE/FINISHED GRADE ATTACH PIV POST PER MANUFACTURERS RECOMMENDATIONS PIV GATE VALVE NOTE: RESTRAINED JOINT (TYP) CONTRACTOR SHALL INSTALL 1-3/4" PVC CONDUIT LINE FROM 5' LINE AT BUILDING, STUBBED UP 1' ABOVE FINISHED GRADE AT PIV IF TAMPER SWITCH IS REQUIRED. SEE PLAN FOR TAMPER SWITCH REQUIREMENT. POST INDICATOR VALVE W-15

16 2' PAVEMENT 6" 2" NO LEAD BRASS OR DIP NIPPLE (6" MIN LENGTH) CONCRETE ENCASEMENT (TYP.) STANDARD VALVE BOX (SEE DETAIL) 6" THREADED COUPLING 6" TO 12" BELOW FINISHED GRADE OPTIONAL THRUST BLOCK PER UTILITY REQUIREMENTS 2" THREADED NO LEAD BRASS OR DIP PIPE ANCHOR RING 5' OPTIONAL THRUST BLOCK PER UTILITY REQUIREMENTS 2" THREADED NO LEAD BRASS OR DIP NIPPLE MECHANICAL JOINT TAPPED CAP FOR 2" NPT 2" THREADED GATE VALVE W/ 2" NUT SEE PLAN FOR RESTRAINED JOINT REQUIREMENTS 2" BLOW OFF ASSEMBLY W-16

17 RING & VENTED COVER CONCRETE GRADE RING (2 MAX.) FLAT TOP MANHOLE COMBINATION AIR RELEASE VACUUM VALVE W/ 2" NPT INLET, OFFSET 12" FROM CENTER OF MANHOLE 2" SS ISOLATION BALL VALVE OR GATE VALVE CORP. STOP IRON DOUBLE STRAP SERVICE SADDLE W/ CC THREAD 60" DIAMETER MANHOLE COLLAR 1 FULL JOINT OF DUCTILE IRON WATER PIPE CENTERED AT VALVE NOTES 24" DEEP NO. 57 STONE DRAINAGE PIT 1. VALVES SHALL BE OF THE SINGLE HOUSING STYLE THAT COMBINES THE OPERATION OF BOTH AN AIR VACUUM AND AIR RELEASE VALVE. 2. MANHOLE SHALL BE IN ACCORDANCE WITH THE STANDARD SEWER MANHOLE DETAIL. 3. USED FOR DEPTHS LESS THAN 5'. COMBINATION AIR RELEASE VACUUM VALVE W-17

18 3' 15' MAX. CURB & GUTTER BACK OF CURB OR EDGE OF PAVEMENT CONC. PROTECTOR RING IN NON-TRAFFIC AREAS, CONC. COLLAR IN TRAFFIC AREAS COMPACTED BACKFILL (TYP) 18" 24" MAX. FIRE HYDRANT, TO BE PLACED WITH PUMPER NOZZLE W/CAPTIVATOR CAPS FACING TRAVEL/FIRE LANE PAVEMENT 6" MAX. FINISHED GRADE HYDRANT BARREL VALVE BOX 8 CF OF No. 57 STONE 6" GATE VALVE 4' PVC PIPE UNDISTURBED SOIL MAINLINE TEE ALL PIPE JOINTS & FITTINGS TO BE RESTRAINED CONC. THRUST BLOCKING UNDISTURBED SOIL OPTIONAL THRUST BLOCKING 1. TOP OF BLOCKING TO BE 2" FROM HYDRANT WEEPHOLES. 2. IF HYDRANT IS LOCATED ON DOT ROADWAY USE DOT STANDARDS FOR LOCATION OF HYDRANT. STANDARD FIRE HYDRANT W-18

19 RESTRAINED MECHANICAL JOINT (TYP) STEEL CASING CAP IN ACCORDANCE WITH ASUS SPECIFICATIONS NITRILE END SEAL W/ S.S. STRAPS (TYP) A STAINLESS STEEL CASING SPACER (TYP.) ANNULAR SPACE TO BE LEFT OPEN SECTION DUCTILE IRON CARRIER PIPE 6" TYP. 2'-0" TYP. TOP OF PAVEMENT 5'-6" STEEL CASING (TOP CLEARANCE PER MANUFACTURERS RECOMMENDATIONS) DUCTILE IRON CARRIER PIPE STAINLESS STEEL CASING SPACER SECTION A-A 1. ALL JOINTS INSIDE OF CASING PIPE AND ONE JOINT BEYOND SHALL BE RESTRAINED MECHANICAL JOINTS OR AS APPROVED BY THE ENGINEER. 2. INSTALL CASING PIPE AS SHOWN ON DRAWINGS OR MINIMUM 5 FT. BEYOND EDGE OF PAVEMENT. STEEL CASING PIPE W-19

20 VARIES FIELD CUT AS REQ'D 1/4" NITRILE PAD WITH ADHESIVE BACK, CUT TO FIT SUPPORT PLATE AS REQUIRED CONTRACTOR TO SUPPLY 2" SCHEDULE 40 A36 STEEL PIPE, WITH GALVANIZED FINISH UNLESS OTHERWISE NOTED FASTEN TO SLAB WITH (4)-1/2" DIA X 3-3/4"EXPANSION ANCHORS VARIES FIELD CUT AS REQ'D 1/4" NITRILE PAD WITH ADHESIVE BACK, CUT TO FIT SUPPORT PLATE AS REQUIRED CONTRACTOR TO SUPPLY 2" SCHEDULE 40 A36 STEEL PIPE, WITH GALVANIZED FINISH UNLESS OTHERWISE NOTED FASTEN TO SLAB WITH (4)-1/2" DIA X 3-3/4" EXPANSION ANCHORS SECTION VIEW ELEVATION VIEW SECTION VIEW ELEVATION VIEW ADJUSTALE PIPE FLANGE DETAIL ADJUSTALE PIPE SADDLE DETAIL GENERAL 1. PIPE SUPPORTS SHALL BE FACTORY CONSTRUCTED UNITS. NO CONTRACTOR MADE SUPPORTS WILL BE ACCEPTED. 2. ALL THREADED AREAS SHALL BE COATED WITH ANTI-RUST LUBRICANT. ADJUSTABLE PIPE SUPPORT - 2" TO 24" W-20

21 THRUST BLOCK UNDISTURBED SOIL AREA OF BEARING NOM. PIPE DIA. IN. 4 MINIMUM CONCRETE BLOCKING (C.Y.) TEES & DEAD ENDS 90 BEND 45 BEND 22-1/2 BEND 11-1/4 BEND 6 8 1/2 10 2/3 3/4 1/2 12 3/ / /2 3/4 1/2 ELBOW ELBOW / /3 1/2 2/3 3/4 1/ /3 M.J.PLUG CONCRETE THRUST BLOCK (TYP.) HORIZONTAL BEND SEE BLOW-OFF DETAIL FOR CLARIFICATION OF CONSTRUCTION REQUIRED AT DEAD ENDS DEAD END SIDE EXCAVATIONS(TYP.) TEE ALL BEARING SURFACES SHALL BE AGAINST UNDISTURBED GROUND (TYP) CONCRETE SHALL BE KEPT CLEAR OF PIPE JOINTS (TYP.) CROSS 1. CONCRETE BLOCKING SHALL NOT BE USED UNLESS APPROVED BY THE UTILITY. 2. THRUST BLOCKS SHALL BE INSTALLED ON PIPE DISTRIBUTION LINES 6" THRU 12" DIA. IN THE MANNER SHOWN ONLY WHEN THE REQUIRED LENGTHS OF RESTRAINED JOINT PIPE CANNOT BE INSTALLED. 3. IF CONCRETE IS MIXED ON-SITE, MIXING MUST BE DONE UTILIZING A MECHANICAL MIXER. 4. NO CONCRETE SHALL BE PLACED ON BOLTS. WRAP JOINT FITTINGS WITH PLASTIC. 5. CONCRETE SHALL BE A MINIMUM 3,000 psi. CONCRETE THRUST BLOCK W-21

22 RESTRAINED JOINT TABLE W-22

DRINKING WATER LINE INSTALLATION STANDARDS

DRINKING WATER LINE INSTALLATION STANDARDS 30" MIN. 72" MAX. ORIGINAL GROUND SURFACE BACKFILL WITH A-1-a OR NATIVE MATERIAL PER APWA STANDARDS. MATERIAL MUST MEET APWA STANDARD FOR GRANULAR BORROW. COMPACT BACKFILL ABOVE PIPE ZONE TO 96% DENSITY