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8" x4" TEE
NISH GROUND SURFACE
r�7RACER WIRE TO BE
WRAPPED AROUND OUTSIDE
OF VALVE BOX.
CONTRACTOR TO USE 6" PVC
PIPE TO EXTEND VALVE BOXES
TO MATCH NATURAL GROUND
WITH TOP & BOTTOM OF STANDARD
VALVE BOX.
TRACER WIRE
4" PVC
METER SERVICE DETAIL
METER BOX (#MS BCF 17" x30", 12 RL)
USE TWO (2) STACKED
MID STATE PLASTIC
STRAINER
3" BRASS NIPPLE
(TYP. EACH END OF METER)
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4- GATE VALVE W/BOX
3" TURBO BADGER
CLASS "B" CONCRETE BLOCKING (NOT
REQUIRED WITH SWIVEL COUPLING)—
PRECAST
OUPLING)—
PRECAST CONC. BLOCK
4" x15" x15"
1.) DO NOT CONCRETE AROUND CONNECTIONS OF FHIINGS.
2.) WRAP ALL D.I. FITTINGS WITH VISQUEEN BEFORE PLACING
CONCRETE BLOCKING
TYPICAL BLOCKING FOR FITTINGS
�1
NOTE:
DO NOT CONCRETE OVER OVER DRAIN OPENINGS.
HYDRANT TO BE PLACED WITH
NOZZLES FACING THE STREET.
NATURAL GROUND
//—
"'.L HYDRANTS SHALL BE
STALLED WITH SWIVEL
)UPLING. INCLUDE W/UNIT
ZICE OF HYDRANT AND VALVE.
FIRE HYDRANT DETAIL
STALL 6" GATE VALVE ON ALL
tE HYDRANT LEADS. (UNIT PRICE FOR FIRE
DRANT ASSEMBLY SHALL INCLUDE 6" GATE
LVE (W/BOX) TO BE PLACED ON LEAD)
IIVEL ADAPTOR
WEEPHOLE
•couALT DRIVING SURFACE
FINISH GROUND SURFACE
TRACER WIRE TO BE
WRAPPED AROUND OUTSIDE
OF VALVE BOX.
CONTRACTOR TO USE 6" PVC
PIPE TO EXTEND VALVE BOXES
TO MATCH NATURAL GROUND
WITH TOP & BOTTOM OF STANDARD
VALVE BOX.
TRACER WIRE
VALVE SETTING DETAIL
'B' CONCRETE NOTES:
1.) CONTRACTOR TO NOTIFY LITTLE ROCK PUBLIC WORKS DEPARTMENT
501-918-3647 PRIOR TO STARTING CONSTRUCTION.
'ILL WITH RED SAND 2.) ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED THE
-.CT TO MODIFIED STANDARDS OF LITTLE ROCK PUBLIC WORKS WATERWORK DIVISION AND
OR THE ARKANSAS DEPARTMENT OF HEALTH.
EXISTING STREET CUT & REPLACE DETAIL
CAREFULLY
BACKFILL
CRUSHED S
" MIN., 6" MAX.
CLASS 'B' BEDDING DETAIL
3.) FINAL PAYMENT WILL NOT BE MADE BY THE OWNER UNTIL A LETTER OF
ACCEPTANCE IS ISSUED BY THE LITTLE ROCK PUBLIC WORKS DEPARTMENT.
4.) THE CONTRACTOR WILL WARRANTEE ALL MATERIALS AND WORKMANSHIP
FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE.
JOB. No. 2764 B Bond Consulting Engineers Prepared For: SCALE: N.T.S.
DRAWN BY: DSC 2601 T.P. White Dr. DON RENSHAW MABELVALE WEST STREET IMPROVEMENT WATER LINE DETAILS DATE: JULY 2001
620 EAST MARKHAM MABELVALE JUNIOR HIGH SHEET
ELITTLE ROCK, ARKANSAS 72201 MABELVALE, ARKANSAS of
Jacksonville, Arkansas 4 4