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— — PROPERTY LINE
— — ROW LINE
ROW CENTERLINE
UNIT LOT NUMBER
w w WATER MAIN
TEE
N GATE VALVE
1 CONCRETE THRUST BLOCK
SS SS SEWER MAIN
0 SANITARY SEWER MANHOLE
► FLOW DIRECTION ARROW
NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
v UUNNLU I I U tXIS I INU SLVVLK MAIN 5 I Ub
3. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER FITTINGS PER COR
STD PLANS 330.1, 330.2 AND 330.3
4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION
5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF THE PIPE
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE
6. WATER MAIN SHALL BE RJ CLASS 52 DUCTILE IRON PIPE WITH
POLYETHYLENE ENCASEMENT.
"FIELD-LOK" GASKETS ARE NOT PERMITTED
7. ALL ROADWAYS IN VARYING WIDTH UTILITY AND ACCESS EASEMENT
UNLESS OTHERWISE NOTED.
8. CONSTRUCT POLY PIGGING STATIONS AT CONNECTIONS TO EX. WATER
MAINS PER STD PLAN 300.7.
• Call 811
• • two business days
before you dig
�D�
11UU UK AF'F'KUVLU LIJUAL. FIELU LUUK UASKE 15 AKE NU I F'EKMI I I EU.
10. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND ELEVATION OF
SEWER AND WATER MAIN EXTENSION POINTS OF CONNECTION, AND
NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
11. WATER PRESSURE EXCEEDS 80PS1. INDIVIDUAL UNIT PRV'S ARE REQUIRED
DOWNSTREAM OF ALL DOMESTIC WATER METERS (PER COR STD. PLAN
340.4)
12. DOUBLE CHECK VALVE ASSEMBLY (DCVA) REQUIRED DOWNSTREAM OF ALL
INDIVIDUAL UNIT METERS PER COR STD 340.8.
13. ALL SIDE SEWERS SHALL BE 6" PVC SDR35 PER WSDOT STANDARD
SPECIFICATIONS 9-05.1(5) WITH 2% MIN SLOPE UNLESS INDICATED
OTHERWISE.
14. IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER
MAINS (TYP).
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
DRAWN: RAG
MDR
05/27/20241
JSF
CHECKED:
MNF
BY
DATE
APPR
JSF
0 15' 30' 60'
1 inch = 30 feet
12/09/2025
06' 0'py9O��
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CONDITION OF APPROVAL:
EASEMENTS SHALL BE REVISED TO CORRECT DEFICIENCIES OUTLINED BY CITY OF
RENTON PER EXHIBIT PROVIDED BY THE DEVELOPMENT ENGINEERING PROJECT
MANAGER SENT TO APPLICANT VIA EMAIL ON 12/31 /2025
REVISED EASEMENTS SHALL BE PROVIDED TO THE DEVELOPMENT ENGINEERING
PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION CLOSEOUT
SEM
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.knff.com
I gm
HORIZONTAL- NAD 19W/1991 CITY OF
11
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
R-436332 w-436301 s-436301
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
JValdez 12/18/2025 Ul r HBray 12/31/2025 U1
WASTEWATER UTILITY 'D
jstowell 01 /02/2026 L DATE.
SOLERA TOWNHOMES 05/30/202,
2842 NE SUNSET BLVD FIELDBOOK:
FADE
RENTON, WA 98056
DRAWING NO:
BLOCK C COMPOSITE UTILITY PLAN C7'00
SHUT:32 OF.55
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