HomeMy WebLinkAboutW-419920NOTES
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JEFFERSON AVE NE
(OOMMERCIAL ACCESS)
..FIRE.....HYDRANT...............i.........................
C831
25.0'
OEX6"WTOBE
ABANDONED BY COR
............................................. ................................................. ............................. ..t............ .........................
EX 2" GA
O2 EX 8 W TO BE
ABANDONED BY COR
............................ 2..°°.....E.THAF.OAM..... PAD ......................
....................
6" GV
CONNECT TO 10" W — — — -
10"x6" TEE
SEE PROFILE 2/C811 o
.................................................................................................I.............................................................
19 LF 6.DI (RJ)
EX12"SDE:*'
O2 2.5" ETHAFOAM PAD
............ STA. 50+82.25, 11.76' RT .....5�...........2..
(1)-11.25° BEND, (RJ)
A
0 :1 ■
FIRE HYDRANT CONNECTION
JEFFERSON
cALCOMMERCQcAL ACCESS 807
0
390
370
360
350
340
330
385
370
380
365
375
360
370
355
365
350
360
345
355
340
400
390
370
360
350
340
JEFFERSON AVE NE
(RESIDENTIAL AC16ESS) EX
FIRE HYDRANT
C831
6" GV
" EX SDI
CONNECT TO 10" W
10"X:6" TEE
FINISHED GRADE
FIRE HYDRANT CONNECTION
JEFFERSON (RESIDENTIAL ACCESS
SCALE: 1"=20' H, 1"=10' V C800
400
390
370
360
350
340
370
375
365
370
360
365
355
360
350
355
345
350
340
345
0
U VERIFY DEPTH OF EXISTING UTILITIES. IMMEDIATELY NOTIFY ENGINEER IN LO
EVENT PROPOSED WATER PIPE DEPTH CONFLICTS WITH EXISTING UTILITY
T
DEPTH. MINIMUM CLEARANCE AND MINIMUM COVER SHALL BE MAINTAINED. o
20 ETHAFOAM PAD SHALL BE A STRONG, RESILIENT, MEDIUM DENSITY,
CLOSED —CELL, POLYETHYLENE FOAM PLANK (ETHAFOAM HS 600 OR N
ACCEPTED EQUIVALENT). V
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.
O ELIMINATE VERTICAL BENDS AND UTILIZE VERTICAL DEFLECTIONS IF
FIELD CONDITIONS WARRANT.
FLAG NOTES
zi
11.25' VERTICAL BEND
Q
22.5' VERTICAL BEND
A3
45' VERTICAL BEND
Q4
11.25' HORIZONTAL BEND
�5
22.5' HORIZONTAL BEND
6�
45' HORIZONTAL BEND
Q7
90' HORIZONTAL BEND
375
370
365
360
355
350
345
I
� X
CONNECTION TO EX 6" W
CONNECTION TO EX 6" W
CONNECTION
TO EX 8" W
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10TH JEFFERSON (RESIDENTIAL ACCESS 3
10TH JEFFERSON (COMMERCIAL ACCESS 4
JEFFERSON (COMMERCIAL ACCESS)
ZJ E FFERSON (RESIDENTIAL ACCESS 5
CD
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H, 1 =5 V C800, C834
SCALE: 1 =10 H, 1 "=5' V C800�� 5
SCALE: 1 "=10' H, 1 =5 V C800, C834
SCALE: 1 =10
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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CONSTRUCTION RECORD DRAWINGS
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THESE RECORD DOCUMENTS HAVE BEEN
Michael Ruether (THE
I Dakota Simurdak (THE
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PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J
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DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
1
CIVIL
CONSTRUCTION PERMIT
CMK
21
TJE
suRvEy D'
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
CMK
R02/18/22
21
TJE
x
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
DESIGNED:
CMK
/
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
CMK
TJE
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL
CONSTRUCTION PERMIT
REVISION
CB
06
17
22
TJE
DRAWN:
DC, JYL
N
OMISSIONS N DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE
UPDATE
CB
12
20
23
TJE
CHECKED:
ACCURACY OF THE INFORMATION PROVIDED
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ce
BY THE CONTRACTORS AS -BUILT REDLINES.
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NO.
REVISION
BY
DATE
APPR
APPROVED:
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• Call 811 o��SIISTONAL ���w 1601 5th Avenue, Suite 1600
a two business days
Seattle, WA 98101
before you dig 10/14/2024 206.622.5822
www. kpff. co m
ScaF
HORIZONnTAU NAD 1983/1991 " CITY OF
AS SHOWN �
RENTON
ONE INCH DATUM "
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
V
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RENTON SUNSET GARDENS 10/14/2024 z
FlELOBOOK:
2900 NE 10TH ST, RENTON, WA 98056 z
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PAGE:
DRAWING NO:
C813 w
WATER UTILITY PROFILES S"�` 34 '44 �