HomeMy WebLinkAboutConstruction Plans 9 - SEE SHEET C4. 2 00
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SEWER LEGEND ~ 1 _ _ _ _ 1 I V N
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s NEW 8" SEWER MAIN PER ISPWC AND Z 1 m I 0
MERIDIAN SECTION 500. O I EXISTING -� o
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ss EXISTING 8" SEWER MAIN I PHASE 3 - - - - - I I Cn
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- - - - - - - - - - - -
NEW 4' SEWER SERVICE TYPE "D" PER Cn
I ACHD STORM �I
ISPWC SD-511 AND MERIDIAN SW3
W Sp WATER EASEMENT Q LLJ
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• 48" DIAMETER SEWER MANHOLE � 0 30' 60'm I I W
PER ISPWC SD-501. " 7
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O EXISTING 48" DIAMETER SEWER MANHOLE I�; SCALE 1" = 30' J
EXISTING - - = - - - -;ELI _
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4" SEWER SERVICE LABEL PHASE 1 N 1 o
STA: = SEWER MAIN STATIONING `�.: ±40 LF I
STA: 6+82
43.0' L OR R = LENGTH OF 4" I ;• ±85 LF 8" C-900 O I- J
- 43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE. O - - - - - - - - - - - - - - WATER KEYNOTES J 0
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 8" C-900 4 t57 LF Z
10 FEET BEHIND PROPERTY LINE. 8" C-900 4 PI _ Q
' ,. I REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT
SERVICE LINES HAVE A MINIMUM 2% I •� ,. .,: •• .::•�. . .:. ..�.`� . � U
:.;.;.
TO EXISTING 8" WATER MAIN @ EXISTING 8 GATE VALVE
GRADE TO THE PROPERTY LINE. E T
/ 1 2 6 7 O SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE. (� 0
N I SEE KEYNOTE 7.
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EXIST. MH 1 S. TANDYCROFT AVE. b I I O POTABLE/NONPOTABLE PIPE CROSSING. _
EXIST. CLO #1 I n 3 5 3 STA: 0+00.00 STA: 1+09.39 I - SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 rrnn
- V
0 1+Od LINE A w 2+00 90• LINE A +00 Z
-ss- I s s INSTALL:
O 1 - 8"x6" TEE (MJxFLG) 0
WATER METER LEGEND 2 SSMH 1 1 - 6" GATE VALVE (FLGxMJ)
2 I 2 STA: 2+51.57 CL0 #1 t11 LF 6" C-900
5 ti 3 STA: 2+91.00 w U
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3/4" DOUBLE METER SERVICE PER CITY OF •� I •. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN W
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. s O4 WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8, O Q
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INSTALL 1" SERVICE FROM WATER MAIN. 1 SD-W9 AND SD-W15.
3/4" SINGLE METER SERVICE PER CITY OF 4 O FUTURE INSTALL: W Q
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. + o + o + o I 1 - 8" TEE (MJxFLG) C�
INSTALL 1" SERVICE LINE FROM WATER MAIN. I� r o IN PHASE O 2 - 8" GATE VALVE (FLGxMJ) W
N �� I 1 - 8" FLGxMJ ADAPTER Z
CENTER OF WATER METER TO BE 2' BEHIND O I Lj__ Q
BACK OF SIDEWALK (TYPICAL). M M m M M M, O INSTALL 8" GATE VALVE.
NOTE: EXISTING I INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I I O MERIDIAN W13. RE-USE FROM KEYNOTE 1 IF POSSIBLE. ICI
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. PHASE
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2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL I
OTHER WATER LINES NEED 4' OF COVER. I
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SEWER KEYNOTES
PI(4") O PI(4") PI(4") PI(4") CONTRACTOR TO FIELD LOCATE EXISTING 4" SEWER SERVICE
J O INSTALLED IN PREVIOUS PHASE 1 & ENSURE SERVICE WAS
m INSTALLED, MARKED TO SURFACE AND IN WORKING ORDER.
REMOVE EXISTING 8" CLEANOUT & CONNECT TO EXISTING SEWER MAIN. W
OCALCULATED 8" INVERT = 2708.29'
CONTRACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF
DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN.
LINE A PROFILE I-I_I
0+00 1 +00 2+00 3+00 3+50 O INSTALL 8" 4" SEWER SERVICE CLEANOUT #1 WITH TRAFFIC RATED
LID PER ISPWC STANDARD SD-506A. 0
0
VERTICAL SCALE Q
0 3' 6' UTILITY NOTES Q
12" C-900 1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN W
SCALE 1" = 3' STORM DRAIN SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER
CROSSING METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR
REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OFMETER Z
2720 2720 COVERS A L OTHER FIRE YMA MAINSS.TOMHAVECTION 4 FT OATER MAINS TO F MINIMUM COVER.
5 FT OF MINIMUM
4" PIRR
v Q ' CROSSING 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS
_ 0- w < 8" PI SLEEVE THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD W
EXISTING PHASE 1 EXISTING GROUND < = DRAWING SD-403
o Of FINISHED GROUND = a-
FINISHED GROUND w � a
=5 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. I-LJ
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LF-A
_ - - - - - - w 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
2714 . . . . . . . . . . . . . 11 / . . . . . . . . . . . . . . . . . . . . . . . . . 2715
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1 \i __j 3
cn
5 7 <
(BEHIND) 6 o
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(BEHIND) /
EXISTING 8" WATER MAIN 8" WATER MAIN N
CO Y
II W N
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II 2 co cn
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27101 2710 C� � ��
Q z � Qz N Y 1
_ _ _ _ _ - - - - - - 140.18 LF 8" SEWER @ 0.4 % w �' � o u CO Lcn
r 107.39 LF 8" SEWER 0.48% - CD
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_ - - - - - - - 8"0 LO #1 mOf
- - - 2+9 .00 LINE A-SWR V m o o m
LJ EXIST. CLO #1 48"0 SSMH 1 RIM 716.16t z Y �
1+09.39 LINE A-SWR 2+51.57 LINE A-SWR 8" UT 2709.15-N
RIM 2716.65t 0+00.00 LINE B-SWR Q w � LL
48"0 EXIST. MH 1 RIM 2716.1f Q:� = Q J
0+00.00 LINE A-SWR 8" IN 2708.29-S 8" IN 2709.00-S cil v o L` o
RIM 2716.3f 8" OUT 2708.29-N 8" IN 2709.00-E
2705 8" IN 2707.77-S 8" OUT 2708.90 N 2705
NOTE: Sip L F
8" OUT 2707.67-NW dig �S s T e
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE 4 o
TO FACE OF MANHOLE.
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412
INSTALLED WITH NO SUMPS.
06/16/23
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. 0,S, re of ioP �P
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2700 2700
0+00 1 +00 2+00 3+00 3+50 SHEET
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