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SEWER LEGENDA.
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STA: 3+10 a_ o
�, 0 7 J - - 32.0' R
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s NEW 8" SEWER MAIN PER ISPWC AND I } - INV. 12.25
MERIDIAN SECTION 500. N _u o Z
_ STA: 2+95 + O
ss EXISTING 8" SEWER MAIN 48 0' L - - - -
INV. 12.50 Q W
NEW 4" SEWER SERVICE TYPE "D" PER N 6 0 30' 60' w
ISPWC SD-511 AND MERIDIAN SW3 I 5 2 z
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• 48" DIAMETER SEWER MANHOLE - 18 0 STA: 2+64 SCALE 1" = 30' J
PER ISPWC SD-501. ±44 LF
- - - � 32.0' R (I1
�0 8" C-900 INV. 12.10 _ Ln
o EXISTING 48" DIAMETER SEWER MANHOLE N - O STA: 2+51 0
O I - - - -
_ _ 48.0 L
- - EXISTING ~� INV. 12.40 J O 4" SEWER SERVICE LABEL 2
STA: = SEWER MAIN STATIONING I 7 SSMH 2 J
-STA: 6+82 43.0' L OR R = LENGTH OF 4" o
43.0' SERVICE LEFT OR RIGHT OF MAIN LINE. I , o PHASE 4 4 go-, STA: 2+26.79 WATER KEYNOTES U Q
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH ° t160 LF f40 LF
8" C 900
10 FEET BEHIND PROPERTY LINE. 4 PI 4 PI 8' C-900 0o FROM MH2REMOVE TEMPORARY 2" BLOW-OFF ASSEMBLY & CONNECT TO
SERVICE LINES HAVE A MINIMUM 2% "
32.0' R
D_
FI,\\,
EXISTING 8 WATER MAIN � EXISTING 8 GATE VALVE.
GRADE TO THE PROPERTY LINE.
INV. 1 IF POSSIBLE SAVE TEMPORARY 2" BLOW-OFF ASSEMBLY FOR FUTURE USE.1.30 z
1 4 2 m - 0
M w w �\ 5 � O SEE AWATER/SEWER BNOTES LE E2&R00NINCOVER SHEEP C1.0 (n
EXISTING CLO-1 3AV 1BOaOl,aNVl •S_ V Z
,� ' J^v� � • - STA: -0+00.00 - 2 0 2 2 \ \
/�0 Cr � 1�5 FROM CL03 SLEEVE WATER THROUGH STORM DRAIN SEEPAGE BED PER 0
WATER METER LEGEND s s 0 25 0 00 S 1+00 s \\ - - - - - - 71.4' R O CITY OF MERIDIAN STANDARD DRAWING W7. Lu C)
� \ - _ �\o INV. 13.20 N U) U
3/4" DOUBLE METER SERVICE PER CITY OF - - 1 �\ 04 INSTALL 8" 90° BEND WITH THRUST BLOCK LL W
\� MERIDIAN STANDARD DRAWINGS W-1 AND W-2. O Q
INSTALL 1" SERVICE FROM WATER MAIN. II II - \
.. 2 .
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LL
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3/4" SINGLE METER SERVICE PER CITY OF \ INSTALL:
TEE MJxFLG Q
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. f' O
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SSMH 1 I.\ Oy 1 - 6" GATE VALVE (FLGxMJ) 00
INSTALL 1 SERVICE LINE FROM WATER MAIN.
STA: 1+60.99 ��GR��,�x�o %�9�,coo � t 11 LF 6" C-900 I_J-I
\>> f 17 p �
EXISTING �� ��� � ��_ o �N _ � �o
CENTER OF WATER METER TO BE 2' BEHIND + o + + + INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Q
BACK OF SIDEWALK (TYPICAL). `n I� �I I� �I I� o�I I- o 9 O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W8,
J PHASE 4 a~n J _ SD-W9 AND SD-W15. 0
NOTE: O I Y Y
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS m 00 O O LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW 18" U
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. ' I m m o SEPARATION FROM WATER MAIN & 4" SEWER SERVICE CROSSINGS. W
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL W
OTHER WATER LINES NEED 4' OF COVER.
SEWER KEYNOTES
FVE EXISTING 8" CLEANOUT & CONNECT TO EXISTING SEWER MAIN.
ULATED 8" INVERT = 2709.15'
RACTOR TO FIELD VERIFY ELEVATIONS BEFORE CONSTRUCTION. IF
DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN.
SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD
LINE A PROFILE 2 STORM WATER DESIGN DETAIL 07. W
-0+25 0+00 1 +00 2+00 3+00 INSTALL 8" SEWER SERVICE CLEANOUT #1 WITH TRAFFIC RATED LID I
PER ISPWC STANDARD SD-506A.
STA: 1+88.00. I_J-I
VERTICAL SCALE O3 t31.0' LF OF 4" SEWER SERVICE Z N
4" INV. = 2711.70
PIPE ANGLE = 135°
0 3' 6'
INSTALL 8" SEWER SERVICE CLEANOUT #2 WITH TRAFFIC RATED LID o O
PER ISPWC STANDARD SD-506A. W
SCALE 1 = 3' 4 FROM SEWER SERVICE CLEANOUT #1
O f20.3' LF OF 4" SEWER SERVICE Z ��
2720 2720 4" INV. = 2712.20 W
PIPE ANGLE = 135°
LLJ
cn w INSTALL 8" SEWER SERVICE CLEANOUT #3 WITH TRAFFIC RATED LID
PER ISPWC STANDARD SD-506A.
N
EXISTING PHASE 4 mEXISTING GROUND
FINISHED GROUND 5 STA: 1+94.00
Li cno � - - t28.3' LF OF 4" SEWER SERVICE
FINISHED GROUND m a
- - - - - - - - - - - - - - - - - 1 - - - - - - - 4" INV. = 2711.70
- - - - - - - - - I / PIPE ANGLE = 135°
2715
. . ii . I 2715
18" PERFORATED PIPE IN SEEPAGE BED #1 Z o oLn
1 INVERT = 2711.50' wQ
EXISTING � 0 N j
II UTILITY NOTESco
8" WATER MAIN II \ \ \\ \ \ \\ \ \ \\ \ \ \ \ \ z N c� CD
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN
I 8" WATER MAIN (BEHIND) SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER W -C"" M LO� N
1 II II 2 - I METERS. SEE MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR z � o
II 2 `--,--� 61.80 LF 8" SEWE CcD 0.43% REFERENCE PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF w - oo , v
2710 - - - 158,9g LF 8" SEWER - 271 0 METERS OR FIRE HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM J oN C w
COVER. ALL OTHER MAINS TO HAVE 4 FT OF MINIMUM COVER. z cn cD w o
CD
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7 5 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS W w o `� w
THAT UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD o o
EXISTING 8" 48"0 SSMH 2 DRAWING SD-403 �2 m m
48"0 SSMH 1 2+26.79 LINE A-SWR m o
SEWER ® 0.40% 8"0 EXISTING CLO-1 i
1+60.99 LINE A-SWR RIM 2715.9t w o
-0+00.00 LINE A-SWR 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. z Y
RIM 2715.6f 8" IN 2710.25-E U
RIM 2716.07t � w
8" IN 2709.89-SE 4" IN 2710.59-S Q w � J
8" IN 2709.15-S 8" OUT 2709.79-N 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. � = Q
8" OUT 2709.15-N 8" OUT 2710.15-NW o v o LL_ Cl
2705 . . . . . . . . . . . . . . . . . . 2705
NOTE: SRO NA L F�
5 sT
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE o C�
TO FACE OF MANHOLE.
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 9412
INSTALLED WITH NO SUMPS.
11/07/23
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. 0,S, re of 0, �P
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2700 2700
-0+25 0+00 1 +00 2+00 3+00 SHEET
C4 . 1