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ist THRUST BITO NG 13 (3 PER MECH 2JO�
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8 SS# 11, 48' 1 . ALL WATER FITTINGS AND VALVES
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1., 8- E) IN WITH MECHANICAL JOINT (MJ) L
PVC 0 0+5% 8- S) OUT BEGIN PAINTED RED CURB/
L\ END( END PAINTED RED CURB
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a WEDGE -TYPE RETAINER GLAND ASPHALT (AC) PAVEMENT
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4 �2 O� GATE VALVE (FLxMj HEAVY ASPHALT AC) PAVEMENT
�(�E) IM 434.26 a FVC 5.2% 88#
S3�8 IF 423915 (8- N) IN ST BLOCKING EAS ENT 6 RIM 430.98
-LIGHT POLE PER : % . V. IIE 426.70 (6" S) OUT 2. CONCRETE THRUST BLOCKS ARE
ELECTRICAL (TYR) IF 423905 (8- W) CU_ 71; a:,� GRAVEL SURFACING
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REQUIRED ON ALL WATER FITTIN GRASS PAVE
IF 424,02 Z,� �tt- r D PLUMBING PER MECH
z PER COR STE. PLANS 330.2 AND
F V SSC6 SITE WALL
197 LF 10"*'�, -W_4,431 1 330.3.
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IE 426 62 (6" S) OUT VERTICAL CURB GO
CONNE T TO BLDG
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1 1 3. WHERE NEW WATER MAIN CROSS A CATCH BASIN TYPE 1 qqT
aaa N, PLUMBING PER MECH
aa .1 aa A NON -POTABLE PIPE, ONE FULL CD
IF 42492L1 7 - 'k.- laa CATCH BASIN TYPE 2
FUTURE HA GIN I I I \ \ I LENGTH OF WATER PIPE SHALL
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y STORM DRAIN PIPE
ELECTRIII L I . � � 1000 GAL�L'ON 'GREASE BE USED WITH THE PIPE
30 LF 6 p I I
a- INTERCEPTOR ............
CENTERED ON THE CROSSING FOOTING/SUBSURFACE DRAIN
21%
+
a .:a: 4� W VENT LINES
a a a a. t: -t\: a LOCATION FOR MAXIMUM JOINT DISPERSION TRENCH
a al
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19 LF 6" PVC 0 4 Fla C)m DETENTION/WATER QUALITY
a
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4a STORM DRAIN CLEANOUT
RIM 4�U�tb 4. WATER MAIN PIPE DEFLECTION
It 424 /9 �0 VUI 16 LF 6" PVC 1. -HALF
cl 0 4.1% SHALL NOT EXCEED ONE
DOWNSPOUTS
a OF PIPE MANUFACTURER'S
G G-G G CONNECT TO BLDG RIM 430.74 SIDE SEWER PIPE
PLUMBING PER IE 425.25 16" NW) IN SPECIFICATON FOR SIZE OF PIPE
MECH E 4 6: N) IN (122N USED. SEWER CLEANOUT
IN
C3
3
IF 425.92 6 IE 4 4 A IN c3s
SS SS SS IE 4 8" S) OUT SIDE SEWER CONNECTION
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IT 140 LF 8"
W w W PVC 0 05%
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L2 L RIM 430.79 FIRE HYDRANT
BOLLARD
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RIM 430,08 7 1 1 b. WATER FITTINGS
4a IF 424977 (8" N) IN 11 RIM 430.67 1 77 LF 10" DI W
IF 424967 (8" W) OUT IF 425.54 (6" SE) OUT WATER SERVICE LINES
0.4' go -POST INDICAT R WATER METER
N BEND (Ri) 4
VERTICI THRUST :VALVE EX 16" W/M T
17 WATER SERVICE LINES
y �4 75�j 6"* DI *W
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PVC 3; 6"* DI *W . W W
7 LF 8" PVC W
093'N z OL5% 52+00 52 43* (FIRE) (PRIVATE): . :a FIRE SERVICE LINE
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FIRE SERVICE VAULT
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10" 90' BEND (mi)
(3T) (1) A CONNECT TO EX 16" WATER MAIN
> vJ9 THEI l�T RI CKINC FIRE SERVICE CONNECTION
z '�RBY CITY FORCES
46 10" (1) 16"X10" TEE (FL)
(2) 16" GATE VALVES (FLXMJ)
(1) TO- TEE (FLXFL) (2) 16" SPOOLS (RE)
a GATE VALVE (FLXMJ)
(2) 16" COUPLINGS (Md)
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(3) - 10 (1) 10" GATE VALVE (FLXMJ)
THRUST BLOCKING 44 LF 10- bI W"
"a ta_-� (1) 10" SPOOL (RE)
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THRUST BLOCKING
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(1) 10"x6" TEE (FLxFL) ------
- - - - - - - - - - - - - 2) 10" GATE VALVES (FLXMJ) IN COMPLIANCE WITH CITY OF RENTON STANDARDS
46 6" DI (1) 6" GATE VALVE LXMJ)
ELECTRICAL VAULT-�/ THRUST BLOCKING
PER ELECTRICAL DUVALL A VE WE� YORANT ASSEMB IDEVELOPMEW!"ENGINEERING
FIRE BY
(TYR) _777(l) 1O"x6" TEE (MJXFL) rnsippo 04/13/2022
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THRUST BLOCKING
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MATCHLINE SEE THIS SHEET agaI JStowell 04/12/2022
19 WAS
Su3jt2 F mt Ave AS NOTED I OF NEW ELEMENTARY SCHOOL #16 tOm4MAR 2022 0
e 2 1 �0 ITY
S I O.WA 98101 IT SUBM17AL 18/27/211 1 1075 DUVALL AVE NE
P2 RENTON
PMMI RESUBMITTAL 1 RENTON, WA 98059 0:W
PERMIT RESUBMITTAL 2
m m m NA NO. REVISION Planning/Building/Public Works Dept. UTILITY PLAN 1 Ir
engineering pIIcwww.IpdengIneerIng.om BT� DATE APPR w��p S ��I= 147