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NE SUNSET ROW ROW ;JEFFERSON AVE NE R
COMMERCIAL ACCESS
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EX 2" GAS
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EX 8" (435 ZONE) W TO
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SEE PROFILE 2/C811
CONNECT TO EX 12" W STUB 4 CONNECT TO EX 6" (565 ZONE) W
C83
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ER COR D 3Q0.5 B CO . 2....xfi.....T1=E
FIELD VERIFY EX W STUB PRIOR TO SEE PROFILE 4/C813
INSTALLATION
(1)-12" SLEEVE, (MJ)
FITTINGS AND ADAPTERS AS REQUIRED
17+60
18+00
18+40
FIRE HYDRANT CONNECTION
a................................................a...........................12"x6�"....,�E.E............................... a...............................
.........
SEE PROFILE 2/C812
SX 6" SD —
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12 GV
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34 LF 12" DI I 46 LF 12"DI '
.................................. a..............................................
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6" FIRE SERVICE
PSE PRIMARY DB 12"6" TEE
(2)-4" PVC SEE: PROFILE 3/C812
..............2-.6
........ H.VC....................................... 4................................................ ...........
()
TELECOMM DB
(2)-4" PVC
19+20 19+60 20+00 20+40
WATER PROFILE
NE 10TH ST
SCALE: 1 "=20' H, 1 "=10' V
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................................................ ¢................................................ ¢................................................
¢................................................ ¢................................................ ¢................
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EXISTING GRADE ABOVE
EX W SERVICES TOO
OE TRANSFERRED TO
WATER :MAIN ALIGNMENT
FINISHED GRADE TO
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MATCH :EXISTING
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EX 8"
1.5" IRRIGATION S
PSE PRIMARY DB
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2" COMMERCIAL WATER: SERVICE
10%2" TAPPING TEE
SEE PROFILE 4/C812
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JEFFERSON AVE NE COMMERCIAL ACCESS
SCALE: 1 "=20' H, 1 "=10' V
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m 1-000NSTRUCTION
RECORD DRAWINGS
m
THESE RECORD DOCUMENTS HAVE BEEN
I Michael Ruether (THE
I Dakota Simurdak (THE
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PREPARED FROM THE CONTRACTOR'S00
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
a N
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
rl)x
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THE ELEMENTS OF CONSTRUCTION AND IS THE
REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
NOT RESPONSIBLE FOR ERRORS OR
N
OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
x lffl��ad leaedce
x Dalota &1sraehl
X
BY THE CONTRACTORS AS -BUILT REDLINES.
CD
1
CIVIL
CONSTRUCTION PERMIT
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
4
CIVIL
CONSTRUCTION PERMIT
REVISION
5
GRADING, STORM, AND PSE
UPDATE
NO.
REVISION
52+40
20+80
C800, C801, C83 4—C835
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24 LF 12 DI
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.....................a.................................
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56 L� 2 DI
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21+20
ROW UEFFERSON AVE NE
(RESIDENTIAL ACCESS)
BEYOND
EX 8" SS
..................a............................................................�
EX 4" FIRE SPRINKLER RECONNECTION
10%4" TEE
SEE PROFILE 5/C813
52+80
53+20
10" GV
CONNECT TO EX 8" W
10%8" TEE
SEE PROFILE 5/C813
53+60
21 +60
E
370
350
340
J 330
54+00
22+00
NOTES
ROW
22+40
JEFFERSON AVE NE ROW
RESIDENTIAL ACCESS) ..................
BEYOND
I
12»GV
» �I
...—...8.... LF.....1.2....... D.I....... A......
12%10" TEE
SEE PROFILE 1 /C812 I
22+80
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(il vrRiry nrpTu OF EXISTING i UTILITIES IMMEDIATELY NOTIFY ruriurrQ IN �
EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY
DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED.
20 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY,
CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR
ACCEPTED EQUIVALENT).
30 EXISTING UTILITY SHOWN IS APPROXIMATE AND DEPTH SHOULD BE
VERIFIED.
4. VERTICAL AND HORIZONTAL BENDS SHALL INCLUDE CONCRETE
BLOCKING PER COR STDS 330.2 AND 330.3.
FLAG NOTES
Qj
11.25' VERTICAL BEND
A2
22.5' VERTICAL BEND
A
45' VERTICAL BEND
Q4
11.25' HORIZONTAL BEND
A522.5*
HORIZONTAL BEND
Q6
45' HORIZONTAL BEND
A790'
HORIZONTAL BEND
i C800, � 4 1 R-419932
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W-419904 z
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
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3 a
A� 4276 �0
• Call 811 o1�sSIONAL IST�� 1601 5th Avenue, Suite 1600 LU
® two business days Seattle, WA 98101 C/)
before you dig 10/14/2024 206.622.5822 z
www.kpff.com
CMK102/18
10 19 21 TJE
SURVEYED: SCALE.HORIZONTAL N � 1983/1881 CITY 0 F R E N TO N SUNSET GARDENS 10/ 14/2024
CMK12 20 21 TJE DESIGNED: MK AS SHOWN 2900 NE 10TH ST, RENTON, WA 98056 FIELDBOOK:
CMK 22 TJE 0
DRAWN: R E N T O N PAGE �
CB 06 17 22 TJE DC, JYL DRAWING NO:
CB 12 20 23 TJE CHECKED: ONE INCH DATUM
ce AT FULL SCALE Planning/Building/Public Works Dept. C811 z
IF NOT ONE INCH w
BY DATE AP P R APPROVET J E SCALE ACCORDINGLY WATER UTILITY PROFILES S" 32 °F` 44