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POTHOLE EX. 12" WATERLINE
PRIOR TO CONSTRUCTION TO
ENSURE THERE WILL BE 5' MIN.
HORIZONTAL CLEARANCE
EX GROUND
5' MIN.
IW
U
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4'
—3'MIN.
TRENCH
_
00
BOX
EX 12" DI
T
WATERLINE
CAUTION:
DO NOT UNDERMINE
WATER LINE
BOTTOM OF TRENCH
BOX 1't ABOVE PIPE
PROPOSED 8" SEWER
CENTER PIPE IN
TRENCH BOX
SEWER TRENCH SECTION
1"=5' H
ill =5' V
215
210
205
200
195
190
185
180
175
170
165
160
155
150
145
cV
14T4
S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M.
21' ACCESS/ CITY OF RENTON, STATE OF WASHINGTON
UTILITY EASEMENT
UJI
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LOT 3 GRAVITY SIDE SEWER STUB. —LOT 3 WILL HAVE
--t -
GRINDER PUMP/WETWELL CONSTRUCTED W/LOT 3 BUILDING
? ,
'
t
PERMIT TO BE CONNECTED TO 6" SIDE SEWER STUB
4a
.
— FORCE LINE SHALL BE CONSTRUCTED BEFORE PAVING
•
� EX GAS
NORTH
0 5 10 20
SCALE 1 " = 20'
v
Gn
& EX 12" DI WATERLINE
(POTHOLE PRIOR TO a ST <<> g v 4
CONSTRUCTION)Ni
<% X N `4u.23: 8
-�----------�--------�---------� --- V=14836 I NEW -- Id -- —
— 8" (SW) _.
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NOTES:
STANDARD SANITARY MANHOLE PER C.O.R.
STANDARD PLAN 400.1
MANHOLE FRAME AND COVER PER C.O.R.
SSMH 4 STANDARD PLAN 401
- - -- --- --- - 215
STA:3 93.14, 4.49RT- . . . . . . . . . .. .. .. .. . .. . . . .. . . .. .. . . .. . . . .. .. . . .. . . . . . .. . . PIPE BEDDING FOR SANITARY SEWERS PER
RIM=2 8.78 : : ... . .. .. .. ... . . . . . .. .. .. . .. . . .. .. . .. . . . .. . . . .. .. . . . . . . . . .. . . C.O.R. STANDARD PLAN 405
.... .... .........
...... .. .......... ............ ....... ........
SS 3:
.......... ............ . .... .....................
RIM 197:.75, . --- 210 STANDARD SIDE SEWER INSTALLATION PER
_ C.O.R. STANDARD PLAN 406.1
1 p,MES
Encom---pass �syoF WAs�j�
ENGINEERING & SURVEYING
Western Washington Division
16S NE Juniper Street, Suite 201 . Issaouah, WA 98027 ■ Phone: (42S) 392-02SO . Fax: (42S) 391-305S f
Eastern Washington Division O 38285
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ® Phone: (509) 674-7433 ■ Fax: (509) 674-7419 , STD"
SIONAL
LINCOLN AVE
HORIZ. 1"=20"
VERT. 1"= loll
II 5 REVISED DITCH STORM�DRAIN BCS 11/27/17 TJR __-_
SURVEYED: SCALE: VMCAL, NAVD 1988
>i1
4 _ TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 r TJR DESIGNED: 1 =20a HORIZONTAL- W 1983/1991 CITY OF
3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR R C 1 N
2 REVISED PER CITY REVIEW BCS 3/20/17 TJR D�"`�` I_ BCS "— �J
ONE INCH DATU M
1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
TJR IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TJR
'05
'00
95
90
85
80
75
70
65
60
55
50
45
40
SEWER STUBOUT NOTE
LOCATED IN 2'x2' CONCRETE PAD ADJACENT TO THE
BACK OF WALK.
THESE PLANS ARE "AS —BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDI V OF AUGUST
3 2 18.
�!.1)1 �rs
STEVEN D. McCASKEY PLS 42676
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
il BY: Date:
Know what's b@IOW. BY: Date:
Call before you dig.
BY: Date:
DATE:
CARPENTER SHORT PLAT 11/17/17
LUA14-001200 U16-004636 FTELDBOOK"N/A
PACE: N/A
DRAWING NO:
SEWER PLAN & PROFILE 1 WR
SHEET: OF:
15
S
3
9
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8
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