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\ - - — — — — — — — — — — — — —— — — —— — — —— — — — EASEMENT I—I
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1 -8"TEE \ F ,• �
x8 — — xx W XX"CULINARY WATER x
1 -6"GATE VALVE ss �/ � — — — — — —
x EXISTING 8"WATER I W/THRUST BLOCK PER SD 403 / \\ xx P1 XX"PRESSURE IRRIGATION a!
1 -8"TEE \ // (�
— — — — — — — — — — — — — - XXXX CONTOUR MAJOR
— — — — — — — — —
1 -6"GATEVALVE - - - - - - - - - � — - - � �� � — - - - - - - - - - - -1 8"TEEXXXX CONTOUR MINOR
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— Ex SD EXIST.STORM DRAIN , �' w 0 Q
�_ — — — W/THRUST BLOCK PER SD-403 1 8"GATE VALVE \ \ / /
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— — — — W/THRUST BLOCK PER SD-403 — — — — — — \ — / Ex SS EXIST.SANITARY SEWER w z- — — — — — — — — — _ _ Exw EXIST.CULINARY WATER— _ _ _ - - _ _ _ PK NAIL FND x x x EXIST.FENCEEx8SS Ex8SS— ------------ (XXXX) ------------ EXIST.CONTOUR MAJOR
Ex12SD Ex12SD Ex12SD (XXXX) ------------ EXIST.CONTOUR MINOR
Ex — — Ex 12 SD - - F�ATTRONNE SIGNEx 8 W — Ex 8 W Ex 8 W Ex 8 S STREET LIGHT
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Ex 8 w $ Ex$W ® ® ® SD MH,INLET,AND COMBO
EP _ —_ __ — _ SW ® WM SEWER MANHOLE
\ / — _ • • SECONDARY METER,WATER METER S 0 N A L FN
- - - — — — CE— — — ° °\\ / I ►� r?i ULINARY VALVE,TEE&BEND NSF
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UTILITY CROS IN a I WATER BLOW-OFF
WATER NOTE#3 02/02/24
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FIRE HYDRANT cP� �O
6"PVC C900 b°PVC+900 STREET MONUMENT(TO BE SET) �� 9TF OF
L=34.62± W L=28.42_
� EXIST.STREET MONUMENT O�'9 S M
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I I se 0 ❑ o EXIST.SD INLET&MH
I I Q EXIST.SEWER MH
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PER MERIDIAN STD W4 4
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PER MERIDIAN STD W-8
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x I W —— I III INV.OUT=2644.79 (S)
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ISEWER o
L=190.21'±
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PERISPWC SDI511 22.5' —
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Ili W
I I I SSMH#101 4'0 N
Q' RIM=2652.30 I I I O
IINV.OUT=2646.26 (E) II
EXIST PER ISPWC SD 501 w L 68.8'SEWER
III 5=0.41% � 1
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1 I 8"SDR-35 SEWERcn 11
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RIM=2654.31
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-- - -- -- — — — — — — — — — — — — — — INV.IN=2644.51 (N) Q
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1I I I g INV.OUT=2644.51 (S)
x PER ISPWC SD-501
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x n I UTILITY CROSSING 8"PVC C900 SEE WATER NOTE#2 1 W - - - — — — — — — — — — — — — — — — — L-�1 2'± - - - — — —
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I I I ---- -- — — -- — -- — — — — --- - — -- — — — -- — � — EXISTING 8"SEWER
I 8 SD � 90.01,
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PER ISPWC SD-51 1
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1 -90°BEND---- M
I 1 I I W/THRUST BLOCK PER SD-403
I J I 8"PVC C900 90.01' 1 90°BEND EXIST.8"SEWER TT��
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L=44.54'± W/T -HRUST BLOCK PER SD403
L=128.31 V 1
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0 uu I I w 1 -2"WATER METER AND SERVICE I I I m S=0.41%
x ' PER MERIDIAN STD W4
I I I 1 UTILITY CROSSING
I I I SEE WATER NOTE#3 1 8"TEE 12 SD 12 SD I
2-b"GATE VALVES
I I W/THRUST BLOCK PER SD-403 I
x I I I I FIRE RISER CONNECTION
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I 20 N
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EXIST SSMH#01 W
I RIM=2652.97
I I INV.IN=2643.98(N) t
I (IN FEET)
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1 inch= 20 ft.
UTILITY PLAN
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I NOT
I Scale: Drawn:
APPROVED 1"=20' JMH
FOR Date: 2/2/2024 Job#: 23-5011
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CONSTRUCTION Know what's below. Sheet:
Call 81i before you dig, C( o