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CONSTRUCTION
RECORD DRAWINGS
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THESE RECORD DOCUMENTS HAVE BEEN
PREPARED FROM THE CONTRACTOR'S
Michael Ruether (THE
I Dakota Simurdak (THE
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
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DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL CONSTRUCTION PERMIT
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
X
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
/
3
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL CONSTRUCTION PERMIT REVISION
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
ACCURACY OF THE INFORMATION PROVIDED
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BY THE CONTRACTORS AS -BUILT REDLINES.
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REVISION
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C M K
10/ 19/21
TJE
suRvEYED:
C M K
12
20
21
TJE
DESIGNED:
CMK
CMK
02 18 22
TJE
CB
0 6
17
2 2
TJE
DRAWN: DC, JYL
CB
12
20
23
TJE
CHECKED:
CB
BY
DATE
AP P R
APPROVED:
TJE
• Call 81 SIB
two business days
before you dig
SCALE:
IL NTAU NAD 1983/1991
AS SHOWN HOR
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
10/14/2024
om-
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
ki
CITY OF
RENTON
Planning/Building/Public Works Dept.
1. RESTORE UTILITY TRENCH TO EX GRADE IN ACCORDANCE WITH RMC 9-10-11 LO
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. DOCUMENT EX
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GRADE PRIOR TO CONSTRUCTION. o
2. FIELD VERIFY EXISTING 12" WATER MAIN STUB LOCATION PRIOR TO
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INSTALLATION. REFER TO COR PROJECT WTR2703179 IN COR MAPS FOR I CV
RECORD DRAWINGS. id
3. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES
1100.
4. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER
COR STD. PLANS 330.2 AND 330.3.
5. 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. Q0
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6. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE p
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. O
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LEGEND Q
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WATER < 12"
N VALVE
THRUST BLOCK r5_��
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SLEEVE
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--——————————— — — — — —- SAWCUT
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ASPHALT PAVEMENT
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. . . . . . . . " 2" ASPHALT GRIND & OVERLAY
R-419930 Y-A
S-419903
0 10' 20' 40' �
W-419903 1 inch = 20 feet z
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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RENTON SUNSET GARDENS 10/14/2024 z
FlELDBOOK:
2900 NE 10TH ST, RENTON, WA 98056 z
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PAGE:
DRAWING NO:
C801 w
WATER UTILITY PLAN SHE: 30 OF`44 Ir