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---- TRACTB"�
SENSITIVE AREA
409 S. F. \ I
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M.
10' TREE RETENTION
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EASEMENT (TYP.)
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5,948 S. F. i
i 7,119 S. F.
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S(GNS ON LIGHT P2LE
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POSED STREET LIGHTS I
I 10' PRIVATE I
S
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I PROPOSED WATER(
PROPOSED FIRE
HYDRANT (TYP).
).
ER ILLUMINATION PLAN
(TYP)J
TORM DRAINAGE
ASEMENT
MAIN (TYP)
I PROVIDE MIN. I
- - - - -
(TYP.)
- - - - - _J
LJO' OINT UTILITY
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OF CLEAR SPACE
EASEMENT
(TYP.)
ROPOSEDJ
L AROUND FIRE J
HYDRANT -
SERVICE (TYP)
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( I 10�J0/NT U�7POSE
TREES PER
EASELANDSCAPE
L - JI I (RCHITECT (TYP)
ROPOSED PER
I I SIDE
I I MAIN (TYP) PRIVATE JOl�T
ACCESS EASEMENT 'EWER (TYP) I
6 I I 7 I I 8 I I
6,447 S. F. I I 5,889 S. F. I I 6,148 S. F. I I 6,149 S.F.
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PROPOSED STORM WATEf�
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10' PRl VA TE _
STORM DRAINAGE 10' TREE RETENTION PROPOSED
EASEMENT (TYP.) EASEMENT (TYP.) REPLACEMENT TREES
PER LANDSCAPE
ARCHITECT (TYP)
C�/GJ/GC/G/
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0 425 827 3063 F 425 827 2423
BE THAN Y CORNER
EXISTING
FIRE HYDRANT
AND 2 FIXED BOLLARDS; PER
STANDARD DETAILS H021
AND H022, SEE SHEET C9 (TYP)
7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE:
SPF VERTICAL: NAVD 1988
83/1
8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20HAPPR
DESIGNED: AS NOTED HORIZONTAL: NAD 19ss,
9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21JSM
10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21DRAWN:
CWA ONE INCH DATUM11 RECORD DRAWINGS JSM 6.25.21CHECKED:JSM
AT FULL SCALE
IF NOT ONE INCH
N 0. REVISION BY DATEAPPROVED: SCALE ACCORDINGLY
MAJ
UTILITY CROSSING TABLE
C#
UTILITY
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
FG
1
12" SD
421.61
422.61
1.00*
425.13
4 " WA
420.28
420.61
2
12" SO
421.49
422.49
2.00
425.19
8" SS
418.82
419.49
3
12" SO
421.29
422.29
1.00*
426.62
4 " WA
423.29
423.62
4
12" SO
420.81
421.81
2.28
426.68
8" SS
417.86
418.53
5
12" SO
422.42
423.42
0.62**
427 73
8" WA
424.04
424.71
6
12" SO
422.08
423.08
4.01
427.64
8" SS
417.40
418.07
7
8" WA
423.96
424.63
5.66
42763
8" SS
417.64
418.31
8
12" SO
417.80
418.80
10.39
424.07
8" SS
7 406.74
1 40741
NOTE: WATER MAIN REQUIRES 3 FOOT MINIMUM COVER.
* DEFLECT WATER MAIN UNDER STORM TO PROVIDE MINIMUM 1 FOOT CLEARANCE.
** PROVIDE ETHAFOAM PAD FOR CLEARANCE LESS THAN 1.0'
FIRE SPRINKLER NOTE
MAX AVAILABLE FIRE FLOW = 1,000 GPM. ALL DWELLINGS EXCEEDING 3,600 SO -FT (INCLUDING GARAGE
AND BASEMENT) WILL REQUIRE FIRE SPRINKLER SYSTEMS APPROVED BY THE CITY OF RENTON.
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
C TY OF
=� RENTON
Planning/Building/Public Works Dept.
AS -BUILT
NO AS -BUILT INFORMATION ON THIS SHEET.
"I CER71FY THAT THE INFORMA770N SHOWN HEREON WHICH WAS
AS-BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS,
DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS
EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY
DIRECT SUPERVISION ON 77-IIS DA7E- 051181202 1. "
S-400601 W-400601 R-400619
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE:
BETHANY CORNER 11.29.16 >-
FIELDBOOK: z
COMPOSITE UTILITY PLAN PAGE:
DRAWING N0: T
16433 & 16451 111 TH AVENUE SE C19
RENTON, WASHINGTON 98056 SHEET: 19 OF: 19 r'W'
W
DRS PROJECT NO. 16062