HomeMy WebLinkAboutS-216802PORTION OF NE 114 OF SECTION 5, TWN 23 N., RNG. 5 E., W. M.
BENCHMARK
CITY OF RENTON NO. 1088
I , RAILROAD SPIKE 1' UP NORTH FACE POWER 26Z
W POLE S.W. COR. INT. N.E. 20th & BLAINE I -F-+
A VE. N.E. ELEVATION = 307 93
C) I EX SSMH
GRAPHIC SCALE °� _ _ RIM =290.05
I /Be ` V /E =280.05
TA 11 «52 - 9.06 RT 1 I 1 1 /
NEW SS CLEAN -OUT 6"
1 /� 1E =28/1.67 .67 EX CB . N N /X CBI I I
N.E. 2011 STREET & 4
STA 0 +00
ABERDEEN A VE NE
N I N.E 24th STREET & _ _ o —D —– 1 v: ABERDEEN AVE. N.E.
ABERDEEN AVE N.E.
284 - --
❑
F Q,
Ep
Sl
- —I- - -- S 0030'25" W -11+00 12¢00 \ 13 +0
W 28 95LF 6'8 PVC S= /.Ox T
! EP �___�_________T ___EP_
I
_ ------ _ ___ I \ \\ I i . EP
___ _
—_ '6-- -9 -5-- 70
N C
6"
DAL G ONLi ._ C U_O/ W
1SE T=A '- 2 8102+6
2 4
4.W
8
1 -9.06' RT 70
4' FENCE EX. SSMH
10, RIM RIM =288.43
CURB I v 3
12" TREE STA 11.55 1E= 280.72
NEW N
2009 1 I SERVICE TEE I W
I I O PATCH EXISTING STREET ALONG
1 1. 35LF 6,10 N I I + I TRENCH PER DETAIL
2005
I PVC 5 =2.OX I ON SHEET l OF 2.
KEEP 3' CLEARANCE FROM BUILDING - k-.,'
I
300 :............................................_....,.
..:..:..:.:...:...;.........,.
�-o
MAINTA/N,A MINIMUM OF 48" COVER FOR
PVC PIPE. DUCTILE IRON PIPE CL. 50 :
........ .......... .........
.......... . .......... ........... ..... PIPE 'IS' REQUIRED -IF- COVER' 'IS 'LESS................. .
14
1470
THAN: 48-.
EX. GROUND AT SEWER
:.
290: .......:......... ......
.. ... .... .. . ... CENTER LIN ......
........... .. ....:...:..._......:..:.:_._._.
- — —
r. r .:-:
..............................
95LF 6 "H PVC 5 =1.0%:
280 ... ...... ..:.......:.....
..... :..:.:.....:....... .. .: ......... .:.......... :......
. ......
11.52 9.06VT
:
:.........:........ ... ...................:
-. ...... ...... ...... ...... ......STA
NEW., S$. 4FAN.QVT 9"
.
�R1M =285.65
DATUM ELEV
270 10 +00 11+00 12 +00
ABERDEEN A VE NE
WWO -/2 -2168
... ...........................:300
..... .... ... --290
................................ : 280
STA 12 +:44.81 -9.06' RT
EX. SSMH
RIM =28&1.43 .......:.......
/E =280.62 W
1E =280.72 NEW N
13+00
Consfruefea�', N= /�s -Qu:� /.,tvo.yob /P
.5-21648
Ck OR COMPLIANT
T� IiYS(ANDARDS" %NHP
Date
Date
Date � -tYxg_Y
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER EXTENSION
2005 ABERDEEN AVE NE
DESIGNED: C✓S DAIE: SEPT. I994 JOB N52O.
4 - 124 -841
DMWN: GJS seAtE oNFNo
CHEC ; 1 - =20'H 52572ASS.OWC
APPROVED: SHEET: 2 OF: 2
'Z TOUMA ENGINEERS
�-o
1
15668 Nest Vd/sy Hwy • 5,,W% WA 96188 (206) 255 -4100
14
1470
I
REV PER CITY REMARKS
972
OttA1
0
N0.
REVISION
HY
APPR.
Ml
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER EXTENSION
2005 ABERDEEN AVE NE
DESIGNED: C✓S DAIE: SEPT. I994 JOB N52O.
4 - 124 -841
DMWN: GJS seAtE oNFNo
CHEC ; 1 - =20'H 52572ASS.OWC
APPROVED: SHEET: 2 OF: 2