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I ALL WATER FITTINGS AND VALVES
WITH MECHANICAL JOINT (MJ)
END(S) SHALL HAVE A
WEDGE —TYPE RETAINER GLAND
EQUAL TO MEGALUG SERIES 1100.
2. CONCRETE THRUST BLOCKS ARE
REQUIRED ON ALL WATER FITTINGS
PER COR STD. PLANS 330.2 AND
330.3.
3. WHERE NEW WATER MAIN CROSS
A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL
BE USED WITH THE PIPE
CENTERED ON THE CROSSING
LOCATION FOR MAXIMUM JOINT
SEPARATION.
4. WATER MAIN PIPE DEFLECTION
SHALL NOT EXCEED ONE—HALF
OF PIPE MANUFACTURER'S
SPECIFICATION FOR SIZE OF PIPE
USED.
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1932 Flmt Ave
Suite 201
Seattle, WA 98101
P. 206.725.1211
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—CONNECT TO EX 16" WATER MAIN
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16- SPOOLS (PE) /�EX 16"
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REVISION
BYY DATE APPR
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AS NOTED Illo igi CITY OF
0 RENTON
Planning/Building/Public Works Dept.
IF Ni IlE i
MAM �Mpli
)1 40
Scale ln=20'
LEGEND
PROPERTY LINE
2JO� EX CONTOUR (INDEX)
EX CONTOUR
230 — — PROPOSED CONTOUR (INDEX)
231 — PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
EX BUILDING
PROPOSED BUILDING
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CUNb
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
VERTICAL CURB
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPE
............ FOOTING/SUBSURFACE DRAIN
DISPERSION TRENCH
DETENTION/WATER QUALITY
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
SANITARY SEWER MANHOLE
BOLLARD
iYDRANT
FITTINGS
SERVICE LINES
METER
SERVICE LINES
;ERVICE LINE
;ERVICE VAULT
;ERVICE CONNECTION
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Call before you dig.
OZS-419206
-�W-419206 Dial 811
�_f!R-419247 Is
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENIFF ENGINEERING
rnsippo 04/13/2022
01 U)
WATER UTILITY (:D] WASTEWATER UTILITY
agalour 04/13/2022 JStowe
1 1104/12/2022 U.1
NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
P
RENTON, WA 98059
UTILITY PLAN C3.5 rr
48 147