DETECTABLE WARNING TAPE (12" BELOW FINISHED/FINAL GRADE)

12"

SUITABLE BACKFILL COMPACTED IN 12-INCH LIFTS TO A MINIMUM 98% OF THE MAXIMUM MODIFIED PROCTOR DENSITY

SUITABLE BACKFILL COMPACTED IN 6-INCH LIFTS TO A MINIMUM 98% OF THE MAXIMUM MODIFIED PROCTOR DENSITY

COMPACTION BY HAND IN LAYERS OF 6 INCHES, LIGHTLY CONSOLIDATED TO CENTERLINE

NOTES:

1. TRENCH IS DEFINED AS A FLAT-BOTTOM TRENCH. LIGHTLY CONSOLIDATE BACKFILL TO CENTERLINE OF PIPE.
2. THIS STANDARD SHALL BE UTILIZED IN THE ABSENCE OF SPECIFIC STANDARDS. THE STANDARD OF THE AGENCY CONTROLLING THE RIGHT-OF-WAY SHALL GOVERN UNLESS OTHERWISE DIRECTED BY CITY ENGINEER.
3. SUITABLE BACKFILL SHALL BE DEFINED AS MATERIAL FREE FROM CINDERS, ASHES, REFUSE, CLAY, ORGANIC MATTER, BOULDERS, ROCKS OR STONES, OR OTHER MATERIAL THAT IN THE OPINION OF THE CITY ENGINEER IS UNSUITABLE.
4. NON-PERVIOUS AREAS SHALL MEAN ANY CONCRETE OR ASPHALT CURB, SIDEWALK, TRAIL, DRIVEWAY, OR ROADWAY. LAST REVISION MAY 2021

PAVEMENT LAYERS (SEE SPECIFICATIONS)

1. TYPE SP 9.5 ASPHALT (1") MILL & OVERLAY
2. TYPE SP 9.5 OR SP 12.5 ASPHALT (1" FOR CLASS I, 2" FOR CLASS II)
3. CRUSHED CONCRETE BASE (8" FOR CLASS I, 12" FOR CLASS II)

NOTES:

1. PAVEMENT SHALL BE MECHANICALLY SAWED.
2. CLASS I = RESIDENTIAL ROAD AND CLASS II = COLLECTOR/ARTERIAL ROAD.
3. THE MILL AND OVERLAY COURSE (A) SHALL BE 1" THICK AND FDOT TYPE SP 9.5 ASPHALT SHALL BE USED. LIFT TO BE 3/4" MIN. AND 1 1/2" MAX. FOR CLASS I AND CLASS II ROADS.
4. WHEN TRENCH IS PERPENDICULAR TO THE ROAD: THE WIDTH OF THE REPLACEMENT BASE LIMIT ± 10' ON EACH SIDE
   WHEN TRENCH IS PARALLEL TO THE ROAD: THE FULL WIDTH OF THE ROAD (CURB TO CURB)
   THE REPLACEMENT PAVEMENT COURSE (B) SHALL EXTEND ± 12" ON EACH SIDE OF THE REPLACEMENT BASE LIMIT AND BE FDOT TYPE SP 9.5 OR SP 12.5 WITH A THICKNESS EQUAL TO THE EXISTING OR AS INDICATED, WHICHEVER IS GREATER. LIFT MIN. MAX. MIN. TO 3" MAX. FOR SP 12.5.
5. THE REPLACEMENT BASE (C) MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR OF EQUAL OR GREATER STRUCTURAL ADEQUACY. BASE SHALL BE INSTALLED TO A THICKNESS OF THE EXISTING BASE OR AS INDICATED, WHICHEVER IS GREATER. BASE SHALL EXTEND 18" IN EACH SIDE OF THE TRENCH LIMIT. CRUSHED CONCRETE BASE SHALL FOLLOW FDOT STANDARD SPECIFICATIONS FOR RECYCLED CONCRETE AGGREGATES, LATEST EDITION. LAYER COEFFICIENT (SN) SHALL BE 0.18 WITH LIMEROCK BEARING RATIO (LBR) 150 OR GREATER. GRADATION AND SIZE REQUIREMENTS SHALL CONFORM TO FDOT LATEST SPECIFICATIONS.

NOTES:

1. TRENCH IS DEFINED AS A FLAT-BOTTOM TRENCH. LIGHTLY CONSOLIDATE BACKFILL TO CENTERLINE OF PIPE.
2. THIS STANDARD SHALL BE UTILIZED IN THE ABSENCE OF SPECIFIC STANDARDS. THE STANDARD OF THE AGENCY CONTROLLING THE RIGHT-OF-WAY SHALL GOVERN UNLESS OTHERWISE DIRECTED BY CITY ENGINEER.
3. SUITABLE BACKFILL SHALL BE DEFINED AS MATERIAL FREE FROM CINDERS, ASHES, REFUSE, CLAY, ORGANIC MATTER, BOULDERS, ROCKS OR STONES, OR OTHER MATERIAL THAT IN THE OPINION OF THE CITY ENGINEER IS UNSUITABLE.
4. LAST REVISION MAY 2021 4. NON-PAVED AREA IS A PERVIOUS AREA. IF ANY PART OF THE TRENCH IS WITHIN A CONCRETE OR ASPHALT CURB, SIDEWALK, DRIVEWAY, OR ROADWAY, THEN STANDARD DETAIL 2.01 APPLIES.

CENTERLINE OF PAVEMENT SEE INDIVIDUAL CONSTRUCTION DRAWINGS FOR LENGTH OF CASING SEE INDIVIDUAL CONSTRUCTION DRAWINGS FOR DEPTH OF COVER BULK HEAD WITH BRICK AND MORTAR, SAND, CEMENT BAGS OR STEEL BANDED RUBBER LESS THAN 5'3' MAX. 3' MAX. 5' (TYP.) (TYP.) (TYP.) (TYP.)CASING SPACER BOOTS AS APPROVED IN ADVANCE BY CITY ENGINEER (ON EACH END OF CASING). A A

STEEL CASING - DIAMETER AS SHOWN IN TABLE OR AS DIRECTED IN PLANS. (ASTM A139 GRADE B) BELL CASING SPACER THICKNESS SECTION A - A

NOTES:

1. PIPELINES WITH BENDS LESS THAN 20' FROM CASING ENTRANCE SHALL BE SECURED BY BOTH MECHANICAL RESTRAINTS AND THRUST BLOCKS.
2. CASING PIPE SIZES LISTED ARE FOR PUSH-ON JOINT CARRIER PIPE ONLY.
3. TWO SPACERS PER JOINT MINIMUM SPACED AS SHOWN OR AS DIRECTED BY CITY ENGINEER.

SEE INDIVIDUAL CONSTRUCTION DRAWINGS FOR LENGTH OF CASING CENTERLINE OF TRACK 5'-6" MIN. (4'-6" ON SECONDARY TRACK) 12" MAX. 12" MAX. LESS THAN 5' 5' (TYP.) 3' MAX. 3' MAX. (TYP.) (TYP.) (TYP.)CASING SPACER BULK HEAD WITH BRICK AND MORTAR, SAND, CEMENT BAGS OR STEEL BANDED A RUBBER BOOTS AS APPROVED IN ADVANCE BY CITY ENGINEER (ON EACH END OF CASING). A STEEL CASING - DIAMETER AS SHOWN

THICKNESS IN TABLE OR AS DIRECTED IN PLANS. (ASTM A139 GRADE B) BELL CASING SPACER

SECTION A - A

NOTES:

1. PIPELINES WITH BENDS LESS THAN 20' FROM CASING ENTRANCE SHALL BE SECURED BY BOTH MECHANICAL RESTRAINTS AND THRUST BLOCKS.
2. CASING PIPE SIZES LISTED ARE FOR PUSH-ON JOINT CARRIER PIPE ONLY.
3. TWO SPACERS PER JOINT MINIMUM SPACED AS SHOWN OR AS DIRECTED BY CITY ENGINEER.

POLYETHYLENE TUBE IS CUT INTO LENGTHS APPROXIMATELY TWO FEET LONGER THAN THE PIPE SECTION AND PLACED AROUND IT. AFTER THE PIPE JOINT IS ASSEMBLED, THE POLYETHYLENE TUBE IS MADE TO OVERLAP THE JOINT AND THE OVERLAP SECURED IN PLACE. SINCE THE TUBE IS CONSIDERABLY LARGER THAN THE BARREL OF PIPE, IT IS MADE TO FIT SNUGLY BY FOLDING OVER AT THE TOP AND SECURING WITH TAPE EVERY 24" ALONG THE PIPE SECTION.

POLYETHYLENE TUBE IS CUT ONE FOOT SHORTER THAN THE LENGTH OF THE PIPE SECTION. AFTER PLACEMENT OF THE PIPE, IT IS FOLDED AND SECURED SNUGLY OVERALL. A THREE FOOT LENGTH OF POLYETHYLENE TUBE PLACED OVER THE END OF THE PRECEEDING SECTION IS THEN PULLED IN PLACE OVER THE JOINT AFTER ASSEMBLY AND SECURED.

POLYETHYLENE SHEET IS CUT TO A LENGTH TWO FEET LONGER THAN THE PIPE SECTION. THE SHEET IS WRAPPED AROUND THE PIPE SO THAT IT OVERLAPS CIRCUMFERENTIALLY OVER THE TOP QUADRANT OF THE PIPE, THEN SECURED. AFTER JOINT ASSEMBLY, THE SURPLUS LENGTH OF POLYETHYLENE FILM IS SECURED AROUND THE JOINT, PROVIDING AN OVERLAP OF EACH JOINT. TAPE AT EACH JOINT AND AT 3' INTERVALS IN BETWEEN.

NOTES:

1. USE BLUE POLYETHYLENE FILM AND TAPE ONLY.
2. POLYETHYLENE FILM SHALL BE A MINIMUM OF 8 MIL. THICKNESS.
3. SPIRAL WRAP NOT REQUIRED WITH POLYWRAP.

ROADWAY SECTION

3,000 PSI REINFORCED CONCRETE SLAB NO. 4 BAR, 6" ON CENTER TOP AND BOTTOM EACH WAY 1:2 SLOPE STRUCTURAL COURSE FULL DEPTH ASPHALT BASE COURSE 2" CL. TYP. 12" MIN. 12" 6" MIN. 12" 12" MIN. 8" MIN. MIN. 6" MIN.

GRASSED SECTION

3,000 PSI REINFORCED NO. 4 BAR, 6" ON CENTERCONCRETE SLAB TOP AND BOTTOM EACH WAY 1:2 SLOPE 2" CL. TYP. 8" 12" MIN. 6" MIN. 12" MIN. 12" MIN. 12" MIN. SEED OR SOD AS DIRECTED BY CITY ENGINEER 6" FILL MIN. 6" MIN.

NOTES:

1. STRUCTURAL COURSE AND BASE COURSE REQUIREMENT SHALL BE ESTABLISHED BY THE AGENCY HAVING JURISDICTION.
2. SHOCK PADS FOR MAINS TOO SHALLOW FOR THE ABOVE CONFIGURATION SHALL BE DESIGNED ON A CASE-BY-CASE BASIS.

18' MINIMUM REDUCER TEE A CB FLOW

NOTES:

1. THIS TABLE IS BASED ON:
   1. MAXIMUM TEST PRESSURE OF 190 PSI
   2. LAYING CONDITION TYPE 2 (SEE DETAILS 2.01 AND 2.02)
   3. POOR SOIL CONDITIONS
   4. USING D.I.P.
   5. 3 FEET OF COVER FOR 12" AND SMALLER MAINS; 4 FEET OF COVER FOR 16" AND LARGER MAINS
   6. HORIZONTAL BENDS ONLY - ENGINEER TO SUBMIT CALCULATIONS FOR VERTICAL RESTRAINTS
2. RESTRAINT FOR REDUCERS: IF "C" STRAIGHT RUN OF PIPE DOWNSTREAM OF REDUCER NOT AVAILABLE, THE RESTRAIN "B" UPSTREAM OF REDUCER.
3. "RESTRAINED" PIPE SHALL BE MANUFACTURED RESTRAINED JOINT PIPE, PUSH-ON JOINT PIPE RESTRAINED W/GASKET-TYPE "GRIPPER RESTRAINTS", OR MECHANICAL JOINT PIPE RESTRAINED BY MEGALUG (OR APPROVED EQUIVALENT).

LAST REVISION RESTRAINED JOINT STANDARD FOR TEES AND REDUCERS MAY 2021 4. ANY ADDITIONAL FITTINGS WITHIN THE RESTRAINED SECTION SHALL BE RESTRAINED ACCORDINGLY.

PLAN VIEW FLOW 3' MIN. 6' * W X WEDGE ACTION RESTRAINT FITTING UNDISTURBED EARTH PROFILE H 6' * X

• CONCRETE SHALL BE KEPT AT SUFFICIENT DISTANCE FROM JOINT FOR REMOVAL OF ALL JOINT ACCESSORIES INCLUDING BOLTS.
• ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL.
• THIS TABLE SHOWS THE MINIMUM SIZE THRUST BLOCKS FOR SOIL BEARING PRESSURE OF 2000 PSF AND AN INTERNAL PRESSURE OF 190 PSI. COVER TO T.O.P. IS 3 FEET FOR 12" AND SMALLER MAINS; 4 FEET FOR 16" AND LARGER MAINS.
• POOR AND WET SOIL (SILTY SOILS, CLAY, MUCK AND PEAT) WILL REQUIRE LARGER THRUST BLOCKS, AS DIRECTED BY CITY ENGINEER.
• FITTINGS SHALL BE COMPLETELY POLYWRAPPED PRIOR TO POURING THRUST BLOCKS.

* CLOSEST DISTANCE TO VALVE FOR DEADMAN TO REMAIN EFFECTIVE.

TAPPED CONNECTION FROM DI, CI, OR PVC PIPE TO <4" WATER MAINS 2.13A LAST REVISION

EXISTING 2" TO 2-1/2" WATER MAIN TO 2" STD. BRASS NIPPLE BE CONNECTED TO LARGER MAIN 2" THREADED GATE VALVE W/BOX TRANSITION SLEEVE 2" STD. BRASS NIPPLE, MAX. LENGTH 1', OR AS DIRECTED BY THE ENGINEER. 2" STD. BRASS NIPPLE 2" HDPE COMPRESSION x 2" FEMALE IP THREAD COUPLING 2" HDPE TUBING 2" STD. BRASS ELBOW OR 2" x 2" STD. BRASS TEE (AS REQUIRED) TRANSITION 2" CORPORATION STOP x 2" HDPE COMPRESSION FITTING SLEEVE EXISTING 2" TO 2-1/2" WATER MAIN INSTALL CORP STOP BY DIRECT TAP OR SERVICE SADDLE AS REQUIRED PER DETAIL 5.01 "TAPPING DETAIL" LARGER MAIN TO BE TAPPED FOR CONNECTION TO SMALLER MAIN

NOTE: SEE DETAIL 5.01 TO DETERMINE WHEN SADDLES ARE REQUIRED FOR CORP INSTALLATION. VALVE SHALL BE SET IN ACCORDANCE WITH DETAIL 3.01.

AUTOMATIC AIR RELEASE/AIR 2.14B VACUUM VALVE

CHARLES INDUSTRIES LLPH MODEL 111 (TWO-PIECE, SPLIT BASE AND LOW PROFILE DOME)
CHARLES INDUSTRIES PART NO. 111 SS07-10002 BK
21" PVC SCREENED STANDPIPE
APPROVED AUTOMATIC AIR RELEASE/AIR VACUUM VALVE (AVAR) INSTALL OFF-CENTER IN PEDESTAL (LENGTHWISE) TO PROVIDE EASY ACCESS TO CURB STOP OP NUT
FINISH GRADE
12" (MIN.)
4" MIN. GRAVEL
2" CJ x FIP COUPLING FORD
2" CURB STOP (FIP x FIP) LOCATE STOP NEAR GRAVEL, W/MINIMUM NIPPLE BETWEEN STOP & AVAR BODY. FACE OPERATOR NUT TO OPEN AREA
2" BRASS 90° BEND (LENGTHWISE) IN BOX, FOR EASY ACCESS.
2" HDPE 4"MIN.
NOTE: PEDESTAL IS SHOWN IN DETAIL TO ILLUSTRATE ASSEMBLY CONFIGURATION ONLY.
2" CORP STOP
CONSULT CHARLES INDUSTRIES LLPH 111 BROCHURE FOR ACTUAL PEDESTAL DIMENSIONS.
2" TAP

NOTES:

1. AIR RELEASE VALVE TO BE INSTALLED INSIDE OF A CHARLES IND. BURIED, SQUARE, SPLIT PEDESTAL WITH LOW PROFILE DOME OR APPROVED EQUAL.
2. LOCK MECHANISM TO BE LOCATED MIN. 2" ABOVE FINISH GRADE.
3. PEDESTAL BASE TO BE PLACED ON 4" THICK, COMPACTED GRAVEL BED, ON TOP OF 6" THICK 2'X2' CONCRETE PAD.
4. OBTAIN (2) REFLECTIVE WATER STICKERS FROM CITY AND AFFIX TO PEDESTAL.

BLOW-OFF VALVE ASSEMBLY FOR ≥ 4" MAINS W/DI, CI OR PVC PIPE

BLOW-OFF FOR ≥ 4" MAINS

• 2 2 1" FEMALE NST x 2" BRASS MALE IPT
• CONCRETE PAD
• VALVE BOX
• 2" HDPE PIPE
• EXISTING GRADE
• SWIVEL FIRE HYDRANT ADAPTOR W/2" THREADED CAP #37
• HDPE METER BOX
• 2" HDPE PIPE
• 2 " COMPRESSION x 2" FIP COUPLING
• 2 " MIP x COMPRESSION COUPLING
• 2" THREADED GATE VALVE WITH 2" STANDARD SQUARE OPERATING NUT
• 2 " MIP x COMPRESSION COUPLING
• 2" CORPORATION MJ TAPPED CAP
• 4" OR LARGER PIPE (OPEN CLOCKWISE)

NO GALVANIZED PIPES OR FITTINGS ALLOWED. SCHEDULE 80 PVC ALLOWED.

• 4'MIN. VARIES VARIES WATER EASEMENT LINE / RW 90° BEND #37 METER BOX D.I.P. WATER MAIN D.I. RISER PIPE D.I. NOTES: FLG-PEPIPE
• 1. ASSEMBLY VARIES WITH SITE CONDITIONS
• 2. ENCASE ALL DUCTILE IRON PIPE AND 90° BEND FITTINGS. IN POLYETHYLENE ENCASEMENT IN BLOW-OFF BRANCH ACCORDANCE WITH AWWA-C 105.
• 3. METER BOX PER STANDARD DETAIL 5.11 OR 5.11A.
• 4. ALL PIPING AND FITTINGS TO HAVE RESTRAINED MECHANICAL JOINTS
• 5. INSTALL BENDS AS NEED TO CROSS EXISTING PROFILE UTILITIES.
• 6. RESTAIN ALL JOINTS.
• BLOW-OFF EXTENSION (CENTER METER BOX) METER BOX COVER SIDEWALK OR SOD ALUMINUM CAMLOCK COMPANION FLANGE COUPLING AND DUST CAP W/NPT TAP 4" FOR 6" B.O. 3" FOR 4" B.O. 1'-0" DEEP CRUSHED #57 STONE ENVELOPE IN NON-WOVEN FILTER FABRIC RISER PIPE DIAMETER IS 6"
• NOTE: CONTRACTOR SHALL DRILL 1/4" HOLE IN BLOW-OFF OUTLET DETAIL CENTER OF CAMLOCK DUST CAP. NOT TO SCALE
• BLOW-OFF BRANCH CONCRETE VALVE PAD #37 METER BOX BLOW-OFF EXTENSION GATE VALVE & VALVE BOX BLOW-OFF OUTLET SIDEWALK OR SOD PLAN CONCRETE VARIES WATER 6" MAX. VARIES 12"

1" MIN CURB STOP W/ELBOW & NIPPLES OR HOSE BIBB SUPPORT GROUND LINE 1" MIN. HDPE TUBING MECHANICAL TAPPING SADDLE 30"MIN.

NOTES:

1. WATER OUTLET SHALL BE HELD UP OFF THE GROUND SO AS NOT TO INTERFERE WITH THE SAMPLING PROCESS.
2. CORPORATION STOP TO BE REMOVED AND BRASS PLUG INSTALLED IN TAPPED MAIN AFTER OPERATION.

LAST REVISION TEMPORARY SAMPLE TAP MAY 2021 INSTALLATION W/HDPE PIPE

1" MIN CURB STOP W/ELBOW & NIPPLES OR HOSE BIBB SUPPORT GROUND LINE 30"MIN. 1" MIN. HDPE TUBING HDPE MECHANICAL TAPPING SADDLE HDPE PIPE

NOTES:

1. WATER OUTLET SHALL BE HELD UP OFF THE GROUND SO AS NOT TO INTERFERE WITH THE SAMPLING PROCESS.
2. CORPORATION STOP TO BE REMOVED AND PLUGGED AFTER OPERATION.

1'-6" 2" BALL VALVE 2" GALVANIZED STEEL PIPE 3 4" SMOOTH HOSE BIBB FOR SAMPLING 2' MIN. DI, CI, OR PVC WATER MAIN 2" CORPORATION STOP 2" 90° BEND 2" TAP TAPPED PLUG OR CAP (RESTRAINED)

• NOTES:
• 1. FOR DEAD-END MAINS, SAMPLE TAP TO BE INSTALLED ON A 2" TAPPED CAP/PLUG.
• 2. FLUSHING/SAMPLING ARRANGEMENT TO BE REMOVED AFTER DISINFECTION OF MAIN LINE.
• 3. AFTER OPERATION COMPLETE, INSTALL BRASS PLUG AT CORPORATION STOP.

SPIRAL WRAP

• TO ENSURE PROPER ADHESION, EACH PIPE RUN SHALL BE WRAPPED WITH A CONTINUOUS RUN OF TAPE.
• ALL TAPE SHALL BE MIN. 2" BLUE VINYL TAPE FOR POTABLE WATER.

24" x 24" x 6" THICK 3" DIA. x 1/8" THICK BRONZE DISK 12" 12" 12" G.V. PW RT-14 24" 24" 1" CHAMFER (SOD AREAS ONLY) 3,000 P.S.I. CONCRETE VALVE BOX COLLAR (SEE NOTES) WIRE MESH (6 GAUGE 4" x 4" W.W.F.) A A A A ANCHORED IN PAD WITH 1/4" x 2" SERRATED ANCHOR PINS REINFORCED CONCRETE PAD TOP OF PAVEMENT GATE VALVE WITH SLIP-TYPE VALVE BOX & COVER WOOD OR CONCRETE BLOCK CONCRETE SUPPORT PAD WATER MAIN BRONZE DISK VALVE SIZE VALVE TYPE (G.V.=GATE VALVE) (B.F.=BUTTERFLY VALVE) SERVICE TYPE (PW=POTABLE WATER) SUB BASE ROAD BASE SERRATED 6 GAUGE 4" x 4" W.W.F. ANCHOR PINS DIRECTION AND NUMBER OF TURNS TO OPEN AND CLOSE VALVE. MUST LIST DIRECTION BY (RCW=RECLAIMED WATER) GRADE G.V. PW RT-14 12" 12" G.V. PW RT-14 (LT=LEFT) OR (RT=RIGHT) DUMMY BOXES SHALL BE STAMPED "WIRE ONLY" BRONZE DISK DETAIL 6" AS INDICATED ON PLANS

• NOTES :
• 1. CIRCULAR OR SQUARE CONCRETE PAD REQUIRED FOR ALL VALVE BOX INSTALLATIONS IN PERVIOUS AREAS (I.E. OUTSIDE OF ROADWAY PAVEMENT, OUTSIDE OF CONCRETE/ASPHALT DRIVEWAYS, ETC.)
• 2. CAST IRON VALVE BOXES SHALL BE FIRMLY SUPPORTED AND CENTERED AND PLUMB OVER THE OPERATING NUT OF THE VALVE. VALVE BOX COVER SHALL BE FLUSH WITH THE SURFACE OF THE FINISHED PAVEMENT, OR GRADE OR AT SUCH OTHER LEVEL AS MAY BE DIRECTED BY THE DEPARTMENT.
• 3. "BLUE" WATER VALVE LOCATE MARKERS REQUIRED FOR ALL VALVE INSTALLATIONS.
• 4. EMBED BRONZE VALVE INFO DISK INTO CONCRETE VALVE BOX COLLAR.
• 5. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST T.W.D. APPROVED MATERIAL SPECIFICATIONS.
• 6. IF VALVE IS LOCATED WITHIN A SIDEWALK CONCRETE COLLAR MAY BE ELIMINATED AND DISK SET FLUSH DIRECTLY IN SIDEWALK.
• 7. BRONZE DISK REQUIRED FOR ALL VALVES AND DUMMY BOXES.

A A A A 12" G.V. PW WIRE MESH (6 GAUGE 4" x 4" W.W.F.) RT-14 LOOPED LOCATING WATER MAIN (PLASTIC CONCRETE WIRE PIPE OR 16" AND SUPPORT PAD LARGER DIP)

1. CIRCULAR OR SQUARE CONCRETE PAD REQUIRED FOR ALL VALVE BOX INSTALLATIONS IN PERVIOUS AREAS (I.E. OUTSIDE OF ROADWAY PAVEMENT, OUTSIDE OF CONCRETE/ASPHALT DRIVEWAYS, ETC.)
2. CAST IRON VALVE BOXES SHALL BE FIRMLY SUPPORTED AND CENTERED AND PLUMB OVER THE OPERATING NUT OF THE VALVE. VALVE BOX COVER SHALL BE FLUSH WITH THE SURFACE OF THE FINISHED PAVEMENT, OR GRADE OR AT SUCH OTHER LEVEL AS MAY BE DIRECTED BY THE DEPARTMENT.
3. "BLUE" WATER VALVE LOCATE MARKERS REQUIRED FOR ALL VALVE INSTALLATIONS.
4. EMBED BRONZE VALVE INFO DISK INTO CONCRETE VALVE BOX COLLAR.
5. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST T.W.D. APPROVED MATERIAL SPECIFICATIONS.
6. IF VALVE IS LOCATED WITHIN A SIDEWALK CONCRETE COLLAR MAY BE ELIMINATED AND DISK SET FLUSH DIRECTLY IN SIDEWALK.
7. BRONZE DISK REQUIRED FOR ALL VALVES AND DUMMY BOXES.
8. ALL CONNECTIONS SHALL BE SEALED WITH A BITUMINOUS COATING FOR CORROSION PROTECTION.

12" 12" 24" 24" VALVE TYPE (G.V.=GATE VALVE)12" 12" G.V. G.V. (B.F.=BUTTERFLY PW PW RT-14 RT-14 VALVE) SERVICE TYPE (PW=POTABLE WATER) (RCW=RECLAIMED WATER) DIRECTION AND NUMBER OF TURNS TO OPEN AND CLOSE VALVE. MUST LIST DIRECTION BY (LT=LEFT) OR BRONZE (RT=RIGHT) DUMMY BOXES SHALL BE DISK STAMPED "WIRE ONLY" DETAIL WIRE TO BE TAPED ON EACH SIDE OF EVERY JOINT 1" CHAMFER (SOD AREAS ONLY) ROAD BASE THERMOWELD OR USE A WIRE SPLICER NUT W/SILICONE SUB BASE (SEE DETAIL "B") THERMOWELD, OR USE A COPPER CONNECTOR, TYPE BURNDY NO. YC1OL12 OR EQUAL SOLID COPPER WIRE MUST BE TAPED DETAIL "A" DETAIL "B" TO TOP OF PIPE EVERY 3 TO 4 FT. 2 CONTINUOUS INSULATED COPPER CLAD STEEL (CCS) WIRES THERMOWELD, OR USE A COPPER CONNECTOR, TYPE BURNDY YSV14 OR EQUAL (SEE DETAIL "A") SECTION A-A 24" x 24" x 6" THICK 3" DIA. x 1/8" THICK BRONZE DISK 3,000 P.S.I. ANCHORED IN PAD WITH 1/4" x 2" CONCRETE VALVE BOX COLLAR SERRATED ANCHOR PINS (SEE NOTES) VALVE SIZE REINFORCED CONCRETE PAD TOP OF PAVEMENT VALVE BOX COVER GRADE TERMINATE LOCATE WIRES IN CURB STOP BOX GATE VALVE WITH SLIP-TYPE TWO (2) PAIRS OF CONTINUOUS VALVE BOX & COVER COPPER CLAD STEEL WIRE (10 GA, FOR HDD OR PIPE BURSTING, 12 GA WOOD OR CONCRETE BLOCK FOR OPEN-CUT) EACH PAIR HEADING IN OPPOSITE DIRECTIONS AND TERMINATING IN CURB STOP BOX IN CONCRETE PAD AS INDICATED ON PLANS 6"

CIRCULAR OR SQUARE CONCRETE PAD (SEE DETAIL 3.01) R.O.W. LINE PLUG VALVE (MJ) WATER MAIN PLAN

FINISH GRADE STANDARD VALVE BOX3,000 PSI CONCRETE PAD (SEE NOTES) PLUG VALVE UNDISTURBED EARTH CONCRETE SUPPORT BACKFILLAS INDICATED ON PLANS SECTION 6"

NOTES:

1. CIRCULAR OR SQUARE CONCRETE PADS FOR VALVE BOX AND CONCRETE SUPPORTS AS SPECIFIED IN DETAIL ABOVE SHALL BE FURNISHED WITH ALL BUTTERFLY VALVE INSTALLATIONS.
2. LAST REVISION MAY 2021 2. ORIENT VALVE SO OPERATOR IS LOCATED ON THE SIDE OF THE PIPE NEAREST THE RIGHT-OF-WAY LINE.

VALVE BOX COVER RISER TOP SECTION BOTTOM SECTION VALVE BOX ASSEMBLY

PLAN SIDE VIEW RISER PLAN SIDE VIEW TOP SECTION 6-12" 4 1" 7" 8-3 4 " 7-21" 2 1" 3" " 4-78 3-23-1 4" 1" 6-41" 16 3" 16-21" 4 " 2 1" 6-21" 6" 1-34 " 2" A R=1-5 8 " 9-3 4 " 8-3 4 " 7-21" 1 TO 2-21" 2" 2 1" 1-3 4" TO 2"

PLAN SECTION A-A A A B B 7-41" 2 1" 21" 1-41" LETTER 1" 1-41" 3-3 4 " 7-41" 16 3" 8 " 16 3" 4-3 4 " 5-81" 5-3 4 " 1" 3" 1-81" 3" 2" 3

SECTION B-B VALVE BOX COVER

PLAN 2-5 8"4" 1"4-4 2-7 8"

A 41" 2-21" B 8" 8-21" 8" 10" 6"

BOTTOM SECTION

TO PROTECT VALVE BOX LOCATION DURING CLEARING & GRUBBING

4' MIN. - PIPE MUST BE VISIBLE TO EQUIPMENT OPERATORS

INSTALL 4" BLUE PVC "LOCATOR" PIPE VALVE BOX COVER V. BOX "TOP SECTION" V. BOX "BOTTOM SECTION" 2" OPERATING-NUT (FUTURE GRADE) (EX. GRADE) EX. WATER MAIN VALVE

1. REMOVE (OR DO NOT INSTALL) V. BOX COVER & "TOP SECTION".
2. INSTALL 4" BLUE PVC PIPE INTO V. BOX "BOTTOM SECTION", OVER 2" OPERATING-NUT, & TO 4' MIN. ABOVE FUTURE GRADE.
3. PACK ANNULAR SPACE TO PREVENT BACKFILL SOILS ENTERING V. BOX "BOTTOM SECTION".

TO ADJUST HEIGHT OF VALVE BOX FOR CHANGED GRADE

INSTALL V. BOX "TOP SECTION" & COVERREMOVE 4" BLUE PVC "LOCATOR" PIPE 12" MIN. - 48" MAX., TO TOP OF OPERATING-NUT EXTENSION NEW GRADE (NON-PAVED) NEW ELEV. (PAVED) (PREVIOUS GRADE) INSTALL OPERATING-NUT EXTENSION (IF REQUIRED) EX. WATER MAIN EX. VALVE

1. REMOVE PVC LOCATOR PIPE.
2. INSTALL APPROVED V. BOX "TOP SECTION" AND/OR RISER & COVER, SUCH THAT TOP OF COVER MATCHES NEW GRADE ELEVATION.
3. INSTALL STD CI OPERATING-NUT EXTENSION IF TOP OF OPERATING-NUT (T.O.N.) > 4' BELOW GRADE. FINAL T.O.N. TO BE ≤ 4' DEEP.
4. IN NON-PAVED AREAS, CONSTRUCT 2'X2' (OR 2' DIA.) REINFORCED CONCRETE PAD, PER STD. DETAIL 3.01 (3000 P.S.I. CONCRETE, 6-GAUGE 4"X4" W.W.F.)

NOTES:

1. MATERIALS FOR & INSTALLATION OF VALVE BOXES & PADS SHALL CONFORM TO TAMPA WATER DEPT. SPECIFICATIONS & STD. CONSTRUCTION DETAILS (DETAILS 3.01 & 3.03)

1'-6" 1'-6"CONCRETE SLAB (6" THICK, 3' SQUARE) (W/4"x4", 9 GAUGE, WELDED WIRE FABRIC REINFORCEMENT) 6" DIA. DUCTILE IRON PIPE PROTECTION POST(S) FILLED WITH CONCRETE PROTECTION POST 18" 3'-0" MINIMUM 6' OR AS SPECIFIED ON PLANS 3'-0" 3'-0" 2'-0" VARIES BOTTOM OF FLANGE ELEVATION = FINISH GRADE (+) 3"-5" BITUMINOUS TYPE MATERIAL (I.E. 2 1" PREFORMED JOINT FILLER) TO BE PLACED BETWEEN HYDRANT BARREL AND CONC. SLAB. CONCRETE EASEMENT HYDRANT SHALL STAND PLUMB. NOTE: STANDARD DEPTH OF BURY SHALL BE 3' TO 5' (AS MEASURED FROM FINISHED GRADE TO HYDRANT LEAD TO TOP OF PIPE) TOP OF CONCRETE SLAB TO BE 12" BELOW GRADE (SEE NOTE 2) 6" MIN. 6" D.I. PIPE (SEE 4.02 FOR HYDRANT LEADS) "CONC. SUPPORT BLOCK" UNDER HYDRANT ELBOW.

NOTES:

1. FIRE HYDRANT BARREL ABOVE THE GROUND LINE SHALL BE PAINTED WITH A HIGH-GRADE ENAMEL PAINT, FEDERAL SAFETY YELLOW (OSHA APPROVED), AND THE HYDRANT BONNET SHALL BE PAINTED OSHA GREEN.
2. CONCRETE SLAB MAY BE ELIMINATED IN AREAS WHERE HYDRANT IS SET IN SIDEWALK AND SIDEWALK HAS BEEN INSTALLED PRIOR TO FINAL ACCEPTANCE OF THE HYDRANT.
3. THRUST RESTRAINT FOR HYDRANT:
   1. HYDRANT SHALL BE FIRMLY SUPPORTED UNDER ELBOW IN ALL METHODS BY SUPPORT BLOCK
   2. ALL BACKFILL SHALL BE THOROUGHLY COMPACTED UNDER SUPPORT BLOCK AND UNDER THRUST COLLAR
   3. ALL HYDRANT LEADS SHALL BE RESTRAINED BY MEGALUGS OR EQUIVALENT MECHANICAL RESTRAINTS
4. PROTECTION POSTS ARE REQUIRED WHEN HYDRANT IS LESS THAN 6 FEET FROM EDGE OF PAVEMENT, OR AS DIRECTED BY THE ENGINEER.
5. FOR PVC MAINS, INSTALL CONCRETE SUPPORT BLOCK UNDER ALL HYDRANT TEES.

• NOTES:
• 1. VALVE SHALL BE SET IN ACCORDANCE WITH DETAIL 3.01. FOR HYDRANT SET, SEE DETAIL 4.01.
• 2. ALL VALVES SHALL BE ANCHORED TO BRANCH OF TEE ON ALL HYDRANT INSTALLATIONS.
• 3. ALL HYDRANT LEADS SHALL BE RESTRAINED BY MEGALUGS OR EQUIVALENT.
• 4. FOR PVC MAINS, INSTALL CONCRETE SUPPORT BLOCK UNDER HYDRANT TEES.

DIRECT TAP DETAIL

SADDLE TAP DETAIL

* ALL PVC PIPE AND FITTINGS SHALL BE SCH 80 EXCEPT FOR STANDARD TAIL PIECE SECTION WHICH WILL BE SCH 40.

NOTE: PARTS LIST IS FOR STANDARD INSTALLATION; ACTUAL PARTS REQUIRED MAY VARY AS DIRECTED BY THE ENGINEER.

LAST REVISION

MAY 2021

* Line size applicable for DDCVA single meter
** For approved variances only (feet refer to distance from water main to meter)

DO NOT INSTALL METER WITHIN SIDEWALK. WHEN SIDEWALK EXISTS, INSTALL METER ON STREET SIDE OF SIDEWALK OR WHERE DIRECTED BY CITY ENGINEER.

LAST REVISION MAY 2021

SINGLE & DUAL METERED SERVICE - SHORT SIDE 5.04A 3/4", 1", 1-1/2" & 2"

SINGLE & DUAL METERED SERVICE - LONG SIDE 3/4", 1", 1-1/2" & 2"

EDGE OF PAVEMENT/CURB AND GUTTER EXIST./PROPOSED SERVICE SLEEVE:HDPE SERVICE LINE BLUE PVC OR HDPE, OR STEEL CASING R/W LINE METER BOX PROPERTY LINE CURB STOP MECHANICAL WATER MAIN TAPPING SADDLE METER BOX PROPERTY LINE HDPECURB STOP PLAN VIEW - SINGLE METER R/W LINE HDPE PROPERTY LINE METER BOX MECHANICAL WATER MAINCURB STOP WYE TAPPING SADDLE PROPERTY LINE HDPE DO NOT INSTALL METER WITHINPLAN VIEW - DUAL METER SIDEWALK. WHEN SIDEWALK EXISTS, FOR APPROVED VARIANCES INSTALL METER ON STREET SIDE OF R/W LINE SIDEWALK OR WHERE DIRECTED BYSIDEWALK INSTALL "LOCATE MARKER" ON CURB SHOWING ENGINEER. EXISTING SERVICE SLEEVE OR CASING METER BOX CURB AND GUTTER HDPE MECHANICAL CURB STOP TAPPING SADDLEHDPE SERVICE LINE W/DOUBLE RUN OF CONTINUOUS TRACER WIRE TERMINATING IN METER BOX. EXIST./PROPOSED SERVICE SLEEVE: WYE (DUAL SERVICE ONLY) BLUE PVC OR HDPE, OR STEEL CASING WATER MAIN CASING SPECIFICATION: 1. IF PUSHED-SCH 40 STEEL PIPE (MIN.) PROFILE VIEW (TYP.) 2. IF LAYED IN OPEN TRENCH-SCH 40 STEEL PIPE OR SCH 80 PVC SOLVENT WELD PIPE. 3. IF USING HDPE TUBING (UP TO 2")-SDR-9 200 PSI, TYPE III, COLOR AND UV CODE E, CLASS C, PE 4710, AWWA C-901, NSF-61, MIN. CELL CLASSIFICATION OF PE 454474 E 4. IF USING HDPE PIPE (4" OR LARGER)-DR-11 160 PSI, PE 4710, AWWA C-906, NSF-61, MIN. * OR GREATER, IF REQUIRED BY ROW CONTROLLING AGENCYCELL CLASSIFICATION OF PE 454474 C. EXTERIOR COLOR TO BE SOLID BLUE OR BLACK ** LINE SIZES APPLICABLE FOR 2" DDCV W/BLUE STRIPES (90 OR 120 DEGREES APART) 18" MIN. 18" MIN. 18" 18" MIN. MIN.36"* MIN.

(FEET REFER TO DISTANCE FROM WATER MAIN TO METER)

LAST REVISION

#37 HDPE METER BOX W/COVER

"DUAL-H" HDPE METER BOX W/COVER

HDPE METER BOX w/LIP

16.6" 14.6 1.5" METER MADEIN USA 2 TAMPAMFG. MODEL # MFG ID REBAR (OR OTHER MEANS TO MAGNETICALLY LOCATE BURIED BOX) SLIDE-MOUNT LATCH WATER

ANTI-FLOAT LID W/REBAR & AMR SNAP-LOCK SLIDE MOUNT

20.4" 16.6" 12.4" 17.9" 14.6" ANTI-SETTING LIP 2.5" x 3.5" 7.0" x 3.5"

N.T.S.

MFG. ID MADE IN USA 2 3058 "TAMPA| M TAMPAMEANS TO MAGNETICALLY MFG. MODEL D1730 MAGNET (OR OTHER 173 4 " 2" 33 3 4 " 2114 " LOCATE BURIED BOX) 1730C-AF1MA TPA-LID 4 MADEIN USA 2 D1730 1730CH-12-AF1MA TPA A A 1730CH-12-BODY LIFT STRUCTURE SECTION A-A SIDES ARE 2 1 " WALL 4 12" 1721" 1821" 2-81" I.W.A. 1-161 " I.W.A.BOWED OUT 2 1" BOTTOM FLG IS 2-41" WIDE NOTES 1) DIM'S ± 1/8" U.N.O. 2) LID MATERIAL: HDPE 3) BODY MATERIAL: LLDPE 1730CH-12-BODY BOTTOM VIEW 4) WALL THICKNESS: 1/2" MINIMUM 5) I.W.A. = INSIDE WORK AREA. 6) SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1.80" ± .015" TO ALLOW FOR A FINGER FORCE INSTALL. POCKET HEIGHT IS 15/16" FOR MIN 1/8" AIR GAP. #66 HDPE METER BOX W/COVERN.T.S. BODY KEY H HEAVY WALL, 12" LID KEY AF ANTI-FLOAT MATERIAL 1 BLACK COLOR M MAGNET A AMR SLIDE MOUNT TPA TAMPA WATER

12' ± OS&Y (FL/FL) (3 REQ'D) D.I.P. BY-PASS LINE (4" MAX. OR AS TAPPING VALVE (OR MJ APPROVED BY WATER DEPT. ENGINEER) GATE VALVE), W/BOX 90° BEND (FL/FL) (4 REQ'D) 5' TAPPING SLEEVE TEE (FL/FL) (OR TEE) (2 REQ'D) MJ GATE VALVE W/BOX TEMP. PLUG FLOW 2'-0" MIN. (TYP.)METER ASSEMBLY

PLAN

UNI-FLANGE (TYP.) (2 REQ'D) 1/2" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE 6" CONCRETE SLAB REINFORCED WITH 9 GAUGE WWF 4" O.C. (3,000 PSI CONCRETE)EXIST. GRADE PIPE SUPPORTS VALVE BOX (3 REQ'D) (2 REQ'D) (SEE DETAIL 6.03) 90° BEND (MJ/MJ) MEGALUG OR EQUIV. SUPPORT BLOCK (2 REQ'D) (6 REQ'D) PLUG (TO BE RETURNED TO TAMPA WATER DEPARTMENT UPON SERVICE CONNECTION) 3' (MIN.) METER ASSEMBLY 12" MIN.,18" MAX.

PROFILE

5'-0" 6" DIA. DUCTILE IRON PIPE POSTS FILLED WITH CONC., 5' LONG WITH 3' ABOVE GROUND. EMBED POST, IN MIN. 18" OF POURED CONCRETE. (USE POSTS AS REQUIRED BY CITY ENGINEER). 3'-0" 18" MIN.

BOLLARD POST DETAIL

D.I.P. BY-PASS LINE (4" MAX. OR AS APPROVED BY WATER DEPT. ENGINEER) GATE VALVE (2 REQ'D) 90° BEND (FL/FL) W/BOX (MJ/MJ) TAPPING VALVE (OR GATE VALVE), W/BOX UNI-FLANGE OS&Y (FL/FL) (2 REQ'D) (2 REQ'D) M (SEE NOTE 4) MIN. 1 PIPE LENGTH N (SEE NOTE 4)METER ASSEMBLY 2'-0"(MIN.)TAPPING SLEEVE (OR TEE) GATE VALVE (MJ/MJ) TEE (FL/FL) (2 VALVE OPTIONAL AS REQ'D) SHOWN ON THE PLANS GATE VALVE OR AS DIRECTED BY CITY ENGINEER. W/BOX (MJ/MJ) PLAN

NOTE: CONSTRUCTION OF VAULT WITHOUT METER

1. SET UNIFLANGE AT MINIMUM DISTANCE FROM WALL AND ATTACH ISOLATION VALVES.
2. SPAN DISTANCE BETWEEN ISOLATION VALVES WITH SINGLE PIECE OF PIPE.
3. TO INSTALL METER,REMOVE PIPE BETWEEN VALVES AND ATTACH METER TO ONE VALVE. PIPE SHALL BE CUT TO SIZE TO SPAN THE DISTANCE BETWEEN METER AND SECOND VALVE.
4. SEE DETAILS 6.07 & 6.08 FOR VAULT DETAILS AND DIMENSIONS.

36" MIN. COVER 12" MIN. METER ASSEMBLY 6'-0" EXIST. GRADE FLOW 4'-0" MIN.GATE VALVE (FL/FL) (2 REQ'D) SUPPORT BLOCK FOR METER CAP, W/MEGALUG OR EQUIV. (TO BE RETURNED TO TAMPAPROFILE WATER DEPT. UPON SERVICE CONNECTION) METER IN VAULT 6.04

VAULT DIMENSIONS

NOTE: VAULT AND SLAB SIZES MAY VARY AS DIRECTED BY THE CITY ENGINEER.

ALL CONCRETE POURED INTO CELLS SHALL BE A MIN. OF 3,000 P.S.I. STRENGTH

NOTE: BITUMINOUS TYPE MATERIAL (1/2" PREFORMED JOINT MATERIAL, TAR PAPER) IS TO BE PLACED BETWEEN PRE-CAST SLAB AND ANY CONCRETE SURFACES WHEN INSTALLED IN SAME

VAULT CONSTRUCTION DETAIL FOR METER/DDCVA

VAULT CONCRETE SLAB DETAIL FOR METER/DDCVA

CONCRETE - 4,500 PSI 28 DAY STRENGTH

STEEL - 60 PSI YIELD STRENGTH NOTE: SLAB SIZE MAY VARY AS DETERMINED BY CITY ENGINEER.

1" PENTA HEAD BOLT DOWNS

3 4" x 2" LIFT HOLES

POLYMER CONCRETE COVER

CROSS SECTION A-A

PLAN

D.I.P. BY-PASS LINE (4" MAX. OR AS APPROVED BY WATER DEPT. ENGINEER) GATE VALVE W/BOX (MJ/MJ) 90° BEND (FL/FL) (2 REQ'D) OS&Y (FL/FL) (2 REQ'D) MEGALUG OR EQUIV. (8 REQ'D) FLOW GATE VALVE W/BOX (MJ/MJ) 2" PVC DRAIN UNI-FLANGE PLUG (TO BE RETURNED TO TAMPA WATER (2 REQ'D) DEPARTMENT UPON SERVICE CONNECTION). BACKFLOW PREVENTION DEVICES MAY BE REQ'D BY THE DEPT. BEYOND THIS POINT. SEE DETAIL 6.12 TAPPING VALVE (OR GATE VALVE), W/BOX TAPPING SLEEVE (OR TEE) GATE VALVE (MJ/MJ) VALVE OPTIONAL AS SHOWN ON THE PLANS OR AS DIRECTED BY CITY ENGINEER. MIN. 1 PIPE LENGTH 2'-6" 2'-6" (MIN.) (MIN.) METER ASSEMBLY

NOTES:

1. SEE DETAIL 6.12 FOR ABOVE GROUND VAULT DETAILS
2. MINIMUM CLEARANCE FOR ALL INTERNAL AND EXTERNAL FITTINGS SHALL BE 8" FROM ALL WALLS

GRATE BERM MIN. SLOPE=2:1 SOLID SUPPORT FOR METER SUPPORT BLOCK PROFILE 45° BEND (MJ/MJ) (4 REQ'D) 3' MIN. METER ASSEMBLY 4'-0" METER W/STRAINERS IN 6.09 ABOVE GROUND VAULT

TYPICAL CROSS SECTION DETAIL

BAR GRATING-WELDED STEEL, GALVANIZED WITH BANDED ENDS BEARING BAR - 1-3 4" x 14 " SPACING - 4" x 13 16 " 21" J-BOLT & GALV. HOLD DOWN CLIPS W/ACCESSORIES ANGLE IRON FORMED AND POURED CONCRETE POURED SOLID CONCRETE (EVERY OTHER CELL) STANDARD CINDER BLOCK (16" x 8" x 8") 2" PVC DRAIN PIPE #4 REBAR SLOPE= 1 8":1 #4 DOWEL CONC. COLLAR (.5 CU. FT.) (ONLY IF SLAB IS POURED IN PLACE) #4 REBAR DOWELS (12" O.C. EACH WAY) VARIES7"

NOTE: ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS.

LAST REVISION MAY 2021

WATER MAIN

CONCRETE SUPPORT PAD

SECTION A-A

MFG. ID MADE IN USA 2 3058 "TAMPA| M MEANS TO MAGNETICALLY LOCATE BURIED BOX) 1730C-AF5MA TPA-LID MFG. MODEL D1730 MAGNET (OR OTHER 4 MADEIN USA 2 173 4 " 2" 33 3 4 " 2114 " TAMPA BODY KEY H HEAVY WALL, 12" LID KEY AF ANTI-FLOAT MATERIAL 5 PURPLE COLOR M MAGNET A AMR SLIDE MOUNT TPA TAMPA WATER DO NOT DRINK NO BEBER DO NOT DRINKNO BEBERD1730 1730CH5-12-AF5 MA TPA A A 1730CH5-12-BODY LIFT STRUCTURE SECTION A-A SIDES ARE 2 1 " WALL 4 1721" 1821" 2-81" I.W.A. 1-161 " I.W.A. NOTES 1) DIM'S ± 1/8" U.N.O. 2) LID MATERIAL: HDPE 3) BODY MATERIAL: LLDPE 1730CH5-12-BODY 12" BOWED OUT 2 1" BOTTOM FLG IS 2-41" WIDE 4) WALL THICKNESS: 1/2" MINIMUM 5) I.W.A. = INSIDE WORK AREA. 6) SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1.80" ± .015" TO ALLOW FOR A FINGER FORCE INSTALL. POCKET HEIGHT IS 15/16" FOR MIN 1/8" AIR GAP. #66 HDPE METER BOX W/COVERN.T.S. BOTTOM VIEW LAST REVISION 1-1/2" & 2" SINGLE SERVICEMAY 2021 7.02R HDPE METER BOX - RECLAIMED