HomeMy WebLinkAboutS-390801S. 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
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INV=193.03 8" (N)
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POTHOLE EX. 12" WATERLINE
PRIOR TO CONSTRUCTION TO
ENSURE THERE WILL BE 5' MIN.
HORIZONTAL CLEARANCE
EX GROUND
5' MIN.
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—3'MIN.
TRENCH
LO
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EX 12" DI
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WATERLINE
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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
1"=5' V
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MAINTAIN 5' MIN. HORIZONTAL -
'SEPARATION BETWEEN 8" SEWER
& EX 12" DI WATERLINE
(POTHOLE PRIOR TO
CONSTRUCTION)
EX GAS &
COMMUNICATION
— —�_ LINES
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SIDE SEWED
LOT 3 GRAVITY SIDE SEWER STUB. -LOT 3 WILL HAVE
MIN (TYP.)
{
GRINDER PUMP/WETWELL CONSTRUCTED W/LOT 3 BUILDING
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:' :' :'; :' '' :':::
'•:';
PERMIT TO BE CONNECTED TO 6" SIDE SEWER STUB
- FORCE LINE SHALL BE CONSTRUCTED BEFORE PAVING
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164.69' \\ 15..
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— — — — — — — — SSMH # 3
STA:2+68.75, 2.25RT
-+ RIM=197.17
INV=188.82 8" (S)
INV=187.92 ! 8" (N)
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SSMH#1
CAUTION: STA:0+38.61, 4.59RT
. `:: > 6" PVC SIDE SEWER, EXISTING UTILITY POLE RIM=163.59
....... •::•. •':•.:•:. ❑ INV=155.29 8" (S) - - - - -
®2% MIN (TYP.) — — — — IF
— — — — — — — -nW=T55.24_8"�WE�
®43:00�'C900 PVC16LF 8"NORTH
AWCU
EX PAVEMENT PER .
• o 23 C.O.R.STD .PLAN .
HO 2.1
3
-- ----- —
— .
. 1 � •I
W.
— • = . • 10' . MIN. SEPARATION . .
EX '8" SEWER
Rlf� PRt@R�— SS—
. SD SD' vt .
_ • TO CONSTRUCTION ' — SCALE 1 - 20
SD SD;
MAINTAIN 5' MIN. HORIZONTAL m o
SEPARATION BETWEEN 8" SEWER r o
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& EX 12" DI WATERLINE > D K D on , °J EX SSMH
:o I (POTHOLE PRIOR TO I! � > N STA:0+29.24, 8.09LT
Go 6�CONSTRUCTION) z o v RIM:160.61
z o EX INV=148.23 8" (N)
- :---------------------------� �--- y--E�-rN�---48-5fr�)-- -
n N o cci: NEW 111V-148.36 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
215 215
STA:3+93.14, 4.49RT
RIM=2 8.78 PIPE BEDDING FOR SANITARY SEWERS PER
C.O.R. STANDARD PLAN 405
INV=1 3.03 8" (N) SSMH#3
210 STA:2+68.75, 2.2 J 210 STANDARD SIDE SEWER INSTALLATION PER
rRIMzr197.17 C.O.R. STANDARD PLAN 406.1
LINCOLN AVE
HORIZ. 1"=20"
V E RT. 1"= 10"
SNMES Encompass of WA$t 1 6 AS —BUILT DRAWINGS JEF 09 04 18 TJR ----
q�� <A 5 REVISED DITCH STORM DRAIN BCS 11/27/11 TJR SURVEYED: scALE:
VERTICAL: NAVD 1988
» ' HORIZONTAL: NAD 1983/1991
ENGINEERING & SURVEYING �y z � 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR DESIGNED: 1 —20 CITY OF
Western Washington Division U v Z 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM DRAWN. TJR RENTON
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 - 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR BCS ONE P Eastern Washington Division 38285� 4 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: AT FULLNSCALE DATUM Planning/Building/Public Works
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 ` 's ISI TJR IF NOT ONE INCH Dept.
SjORAL NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TJ R
.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 CONDITIONS AS OF AUGUST
30, 2018.
STEVEN D. McCASKEY PLS 42676
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
BY: Date:
Know what's below. BY: Date:
Call before you dig.
BY: Date:
DATE:
CARPENTER SHORT PLAT FIELB17/17
LUA14 001200 U16 004636 N/
PAGE: N/A
DRAWING NO:
SEWER PLAN & PROFILE 13708
SHEET: 5 OF:
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