HomeMy WebLinkAboutConstruction Plans 10 SEWER LEGEND WATER KEYNOTES
WATER METER LEGEND (711NSTALL:
s NEW 8" SEWER MAIN PER ISPWC AND 8" TEE (MJxFLG)
MERIDIAN SECTION 500. 3/4" DOUBLE METER SERVICE PER CITY OF 2 - 8" GATE VALVE (FLGxMJ)
UTILITY NOTES MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 1 - 8" FLGxMJ ADAPTER
ss- EXISTING 8" SEWER MAIN INSTALL 1" SERVICE FROM WATER MAIN.
7
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN POTABLE/NONPOTABLE PIPE CROSSING. N
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EWER KEYNOTES - - - - - - - - - - - - - - NEW 4" SEWER SERVICE TYPE "D" PER SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER 3/4" SINGLE METER SERVICE PER CITY OF O SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0
ISPWC SD-511 AND MERIDIAN SW3 METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF INSTALL: 0 30' 60' z
INSTALL 1" SERVICE LINE FROM WATER MAIN.
ER SERVICE THROUGH SEEPAGE BED PER ACHD METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM 3 1 - 8"x6" TEE (MJxFLG) E O
R DESIGN DETAIL 07. 48" DIAMETER SEWER MANHOLE COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. 1 - 6" GATE VALVE (FLGxMJ)PER ISPWC SD-501. cf)
CENTER OF WATER METER TO BE 2' BEHIND t11 LF 6" C-9002.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS SCALE 1" = 30' >
ICE TO BE 4" C-900 TO CROSS WATER MAIN THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD BACK OF SIDEWALK (TYPICAL).ON IS LESS THAN 18". O EXISTING 48" DIAMETER SEWER MANHOLE DRAWING SD-403 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN s
NOTE: O S WATER AND SUPPLEMENTAL
STANDARD DRAWING No. SD-W8,
4" SEWER SERVICE LABEL 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
STA: = SEWER MAIN STATIONING AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. LOWER 8" WATER MAIN TO SAME ELEVATION AS
STA: 6+82 43.0' L OR R = LENGTH OF 4" 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
- 43.0 L 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL O SEWER (6FT BURY DEPTH) O ALLOW R MAIN.
SERVICE LEFT OR RIGHT OF MAIN LINE. SEWER SERVICE TO CROSS OVER WATER MAIN.
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH OTHER WATER LINES NEED 4' OF COVER.
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2% O SLEEVE WATER THROUGH STORM DRAIN SEEPAGE BED PER
GRADE TO THE PROPERTY LINE. CITY OF MERIDIAN STANDARD DRAWING W7. O
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- 18" PERFORATED PIPE IN SEEPAGE BED 2 �
12" SD INVERT = 2711.75' 2
12" �TO♦�M DRAIN CROSSING 2 1
2 p 8" WATER MAIN N
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.(BEHIND SEWER MAIN) 8" OUT 2712.15-W wi w o U Co o CD RIM 2718.3f
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48"0 SSMH 1 8" IN 2710.40-E m o
2+51.57 LINE A-SWR 8" OUT 27 0.30-W
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RIM 2716.1 t � = Q
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8" IN 2709.00-S v w
8" IN 2709.00-E
2705 8" OUT 2708.90-N NOTE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . 2705 Sip NA L Fti
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 5 s T e Fo i
TO FACE OF MANHOLE.
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE G�412
INSTALLED WITH NO SUMPS.
06/16/23
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE.
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CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF �'D S. K1N��
CONSTRUCTION.
2700 12700
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHEET
C4 . 2