HomeMy WebLinkAboutHRSM#3_C4.3-LINE B PLAN & PROFILE LED
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SEWER LEGEND WATER METER LEGEND N
s NEW 8" SEWER MAIN PER ISPWC AND � 3/4" DOUBLE METER SERVICE PER CITY OF
MERIDIAN SECTION 500. MERIDIAN STANDARD DRAWINGS W-1 AND W-2. O
INSTALL 1" SERVICE FROM WATER MAIN. Q
EXISTING 8" SEWER MAIN 3/4" SINGLE METER SERVICE PER CITY OF t77 0
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. z
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- - - - - - - - - - - - - NEW 4' SEWER SERVICE TYPE "D" PER INSTALL 1" SERVICE LINE FROM WATER MAIN. SEE SHEET C4.4
ISPWC SD-511 AND MERIDIAN SW3 V >
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• 48" DIAMETER SEWER MANHOLE CENTER OF WATER METER TO BE 2' BEHIND z ( I 0 30' 60'
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PER ISPWC SD-501. BACK OF SIDEWALK (TYPICAL). 1-0 (D 7
SETA: 3+18 t234LF 8° C-900 WATER
O EXISTING 48" DIAMETER SEWER MANHOLE NO1.TE: THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS c,, 25.5' L - 3 MAIN CONT. ON SHEET C4.4. /_ I SCALE 1" = 30' J
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. O INV. 52.00 1 STA: 3+05 / a I C)
4" SEWER SERVICE LABEL - - �1.5' R
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL o
STA: = SEWER MAIN STATIONING o INV. 52.00 I
_ STA: 6+82 43.0' L OR R = LENGTH OF 4"
OTHER WATER LINES NEED 4' OF COVER. +
43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE. / J
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH } 1 / I WATER KEYNOTES _
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2% O STA:-2+-!-7
GRADE TO THE PROPERTY LINE. n 25.5 L - 3 6 O
INV. 52.50 5 W �` ` POTABLE/NONPOTABLE PIPE CROSSING. rr nn�
S E E SHEET C4. 1 - 0 / O SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 V (-
t10LF 8" C-900 i I z
I T I WATER MAIN ' \
I INSTALL:`� 1 - - - - - - - - - - - - - - - - - - - - - - - - - 00' I I O 1 - 8" TEE (ALL FLG) O
UTILITY NOTES I 3 1 CA5f 7 SSMH 7 f
Q / I 3 - 8" GATE VALVES (FLGxMJ) (D U
___ SSMH 6 1� 1 / t STA: 2+69.30 uo v W
_ STA: 2+37.34
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN 90• J ° - SSMH 5 - I 3 INSTALL 8" 22.50' BEND WITH THRUST BLOCK. Q
STA: 2+05.01 /�
SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER I 0 0 1 1+00 4 \ 0 W
METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR SSMH 2 p s s s o f47LF 8" C-900
REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF °� 0 1 \ �' WATER MAIN �I L.L
STA: 1+40.20 LINE A b b - 2+00 / I O4 INSTALL 8" 45' BEND WITH THRUST BLOCK. (�
METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM - u') O
STA: 0+00.00 LINE BO o N
COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. 1 N. STRONGHOLD AVE. 4 °O 1 1 1 I 3
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN m
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL
THRUST BLOCKS PER ST
ANDARD LOCATIONS
I M M ���L 9S'S�y6 // / I O5 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, w �
THAT UNBALANCED FORCES Q
2 S > / SD-W9 AND SD-W15.
DRAWING SD-403. MEGALUGS MAY BE USED IN LUE OF THRUST BLOCKS AT THE \Sp \�
APPROVAL OF THE CITY OF MERIDIAN. ( a I
t187LF 8" C-900 � �' INSTALL: W
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. SEE SHEET C4. 1 WATER MAIN + + / �� / I 6 1 - 8"x6" TEE (MJxFLG) W
1 - 6" GATE VALVE (FLGxMJ)
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. oo F �o / I ±17 LF 6" C-900
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N �� Q�/ /D� I O SEE SHEET C6.0 FOR RPBA SECONDARY WATER SOURCE
LL-
±47LF 8" C-900 / / I CONNECTION. O
WATER MAIN / / I C)
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LINE BPROFILE I_I_I
0+00 1 +00 2+00 3+00 �
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VERTICAL SCALE m
0 3' 6' W
SCALE 1" = 3'
EXISTING GROUND Z
2560 2560 Q
FINISHED GROUND
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0 0
0 0
12" STORM DRAIN CROSSIN
X Z
255 4" PIRR WITH 8" C-900 SLEEVE 2555
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8" C-900 WATER MAIN vYY- � Y
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27.96 LF 8" SEWER ® 0.46%
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8" WATER CROSSING N o �
28.33 LF 8" SEWER ® 0.46%
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2550 `
2550 C� w
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201.01 LF 8" SEWER @ 0.41% o V M N
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48"0 SSMH 5 v p LL- Cl
2+05.01 LINE B-SW
48"0 SSMH 2 RIM 2558.5t
2545 1+40.20 LINE A-SWR 8" IN 2547.68-N 48"0 SSMH 7 2545 NOTE: s\O NA( F
0+00.00 LINE B-SWR 8" OUT 2547.58-S 48"0 SSMH 6 2+69.30 LINE B-S R 5
2+37.34 LINE B-SWR 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE
RIM 2558.Ot RIM 2558.7E
8" IN 2546.76-E RIM 2558.7t 8" IN 2548.14-W TO FACE OF MANHOLE. �O m
8" IN 2546.76-N 8" IN 2547.91-NW 8" OUT 2548.04-S
8" OUT 2546.66-W 4" IN 2548.25-NE 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE a NOT�P�VED �
8" OUT 25475-NE INSTALLED WITH NO SUMPS. 06 26 25
F R CONSTRUCTI N
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE `S'T Z0
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. TE OF
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2540 2540
0+00 1 +00 2+00 3+00 SHEET
C4 . 3