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WATER METER LEGEND
WATER KEYNOTES N
3/4" DOUBLE METER SERVICE PER CITY OF
MERIDIAN STANDARD DRAWINGS W-1 AND W-2. (Y)
INSTALL 1" SERVICE FROM WATER MAIN. 7, POTABLE/NON POTABLE PIPE CROSSING. �
N SEE WATER/SEWER NOTES 2&3 ON COVER SHEET C1.0 0
3/4" SINGLE METER SERVICE PER CITY OF INSTALL:
d MERIDIAN STANDARD DRAWINGS W-1 AND W-2. 1 - 8"x6" TEE (MJxFLG) QO
INSTALL 1" SERVICE LINE FROM WATER MAIN. 0 30' 60' O 1 - 6" GATE VALVE (FLGxMJ) Z
E t 11 LF 6" C-900 O
CENTER OF WATER METER TO BE 2' BEHIND cn
BACK OF SIDEWALK (TYPICAL). SCALE 1 = 30' INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN Q Lj__j
O WATER
AND SD SU
PPLEMENTAL STANDARD DRAWING No. SD-W8,
NOTE: S S
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1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS Z
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. O SLEEVE WATER THROUGH STORM DRAIN SEEPAGE BED PER J
CITY OF MERIDIAN STANDARD DRAWING W7. �n
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL V
OTHER WATER LINES NEED 4' OF COVER. INSTALL: Q O
O1 - 8" TEE (ALL FLG)
2 - 8" GATE VALVE (FLGxMJ)
SEESHEET C4.3 1 - 8" FLGxMJ ADAPTER J O
O BLOCK 3 a 6 INSTALL TEMPORARY 2" BLOWOFF ASSEMBLY PER CITY OF !Q MERIDIAN W13. RE-USE EXISTING IF POSSIBLE. U O
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U ~ V
21 19 18 O m LOWER 8" WATER MAIN TO 6FT MAX OF COVER TO ALLOW MORE THAN 18
0 "
o 'I- O m 17 16 N O SEPARATION BETWEEN WATER MAIN & 4" SEWER SERVICE CROSSINGS. z
oI o�I to o�I f52 LF - - - - (D
t316 LF m 8" C-900 W n
IQ >I IQ >I IQ >I ±110 LF a `D Z
8" C-900 Z 8" C-900 0
(CONT C4.2) 1 (�
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N / \ I I 1 3 Lu
SEWER KEYNOTES W U
\ I 1 7 / Z .................
_ O Q
/ J 5 ::::::::::::::....................1..............
6 SEWER SERVICE TO BE 4" C-900 TO CROSS WATER MAIN
w w z O AS SEPARATION IS LESS THAN 18". Ill Q
LL.I SSMH 6 \ W. LYRA ST. 1 1 2 W. LYRA ST. I I
STA: -1+79.85 1 - - 1 - 1 - - O SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD W
= LINE A -2}00 ��A LINED S 1 00 S 0 00 S LINED 1+00 1 a .89 2 STORM WATER DESIGN DETAIL 07. Z
SSMH 4 I / 6 SSMH 7
STA: 6+53.16 STA: 1+24.88 3 O3 PROVIDE KNOCKOUT FOR FUTURE CONNECTION.SSM 0
w \ / O O - STA:H1+25.61 LINE C m
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/ :; ......9:::::::::::1:::;:::::::: :;; : ':..::::...:':. .:::.:.;;::.::..:: :... :. :...:: STA: 0+00.00 LINED 1
:::: :.
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o o o o to- I to_ 1 SEWER LEGEND
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CO Z_ II(Q, I IN Z 1 II(Q, >1 II I N X
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S NEW 8" SEWER MAIN PER ISPWC AND
O O O O (DO (a) O O MERIDIAN SECTION 500.
J J
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EXISTING 8" SEWER MAIN
NEW 4" SEWER SERVICE TYPE "D" PER
ISPWC SD-511 AND MERIDIAN SW3
LINE D PROFILE 48" DIAMETER SEWER MANHOLE W
PER ISPWC SD-501.
-2+00 -1 +00 0+00 1+00 1 +50 O 1
OEXISTING 48" DIAMETER SEWER MANHOLE LL_
W O
VERTICAL SCALE 4" SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING
0 3' 6' r _ STA: 6+82 43.0' L OR R = LENGTH OF 4"
43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE.
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
SCALE 1 = 3' SERVICE LINES HAVE A MINIMUM 27 W
GRADE TO THE PROPERTY LINE. Z
2720 EXISTING GROUND 2720 W Q
- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - -
UTILITY NOTES
6" PIRR
CROSSING
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION
FINISHED GROUND7 18" PERFORATED PIPE IN SEEPAGE BED #2 � FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE
INVERT = 2713.50' MERIDIAN STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE
PURPOSES ONLY AND SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE
2715 2715 HYDRANTS. MIDSECTION WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER
\ \ \ \ \ MAINS TO HAVE 4 FT OF MINIMUM COVER.
12" STORM DRAIN A \ \ \ \\ \ \ \ \\ \ \ g" WATER MAIN (BEHIND) w
\ \ \ \ \ 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT L„
CROSSING UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING =
SD-403 o co
175.86 LF 8" SEWER p•B1%, 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE. rn o Y
120.89 LF 8" SEWER @ 0.41%
8" WATER MAIN (BEHIND) ) ,`�� rn � m
4. ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE. N �
W � r C/)
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2710 2710 C� wwCD
-1+79.85 LINE D=SWR J o CD �
RIM 2718.0t 48"0 SSMH 7 z cn cD w CD
4" IN 2712.57-N �� 1 ) 48"� SSMH 5 1+24.88 LINE D-SWR w z cn d CD o
4" IN 2712.57-SW �--� RIM 2718.6E CD " o o
1+25.61 LINE C-SWR o
8" OUT 2712.23-E 0+00.00 LINE D-SWR 3�-8;; IN 2 11.75-E-(KNOCKOUT) � m =
RIM 2718.1 t 8 OUT 2711.65-W m
m o
8" IN 2711.15-E w o
8" IN 2711.15-W z u
8" OUT 2711.05-N < = Q J
2705 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2705
NOTE: SRO NA F41
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 61 �°
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. cl re of ioP �P
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2700 2700
-2+00 -1 +00 0+00 1 +00 1 +50 SHEET
C4 .4