HomeMy WebLinkAboutS-026503SCALE: I "= 20'
CONTOUR INTERVAL - 2'
3p
8
N -ry-
STA.2i2B, 109%R7
EX /STING S.S. M.H.
I. E. = 387 5
TOP. ELEV=395.7
1
/V. 0° /0'3411 W. `��
i
EX /STING SS MH
Cf 17'OP CLEY ELEV.
\-- _- - -_ -_- -- -
392 _394
38
STA.
X /STING
IN.
/ E. = 382.7 OUT -
�E38 EG. =9B6.�
1- L CUT�P//FPE/ PLUG M.H. -
- -384
✓a86 /
�0
� o
N a
38 Lj
z
37
-'r
37 r'
37 i I
I
P
I
°I
� I
I
\"--\ ���- ___ ---. -- -- ----- - - -__- - -- fin- -382
-- - - - -> I -------- - -378
o
�I. - -- -- - - - - -. -- - _376
37Z
LUT € LUG PIPE
4 n `fir i °oy A'
h I iyP /O' SVC. SYC. yv / SVC, SVC. SVC. SVC, SVC Q SW. SYC SVC, SYC. I SYC,
� I 0 ,a• �
6" SAN S.
Q � C.O.A. C.O.A. S 385.
b
8 "/E= 864.29. C.O.A. \ C. O. A. C.O.A.
i
A" W-
- i n N. 0. 10 /,34" - - -
0 EB /ST NG S �r'EX /STING S.S. M.H.
PROPOSED /57 . L. F. 8 "0 SANITARY SEWER S =% 40% -_� -.Al-.- . -
- A59U 11- 7' 511 OPE =,.63r i L`!NNWOOD AVENUE N.E.
TA o♦ {TO 'RT
PROPOSED S. S. M.H. EXIST /NG S.S. M.N.
I.E. = 362.0 - IN TOp,E'LE =967.5
i I:E',=364,9 : OUT - I EX /ST JE.'o UT =359.5
RIM ELEV. = .371.25 i A.C. /N =359 G NOTE:. All work and materials shall be in
l AS- 8UILTS,S.M,H. 5TA -0S /31 8,FRr y. a conformance with the standards and
TOP GRATE= 37/.32 �z specifications of the City of Renton
/. E.= 362./6 �e
�b) Public Works Department.
-7VOTE'
SUR
�9.GT_ SERV. /_CE CoNVECTCoIJsfTATL /3F 6 _ - 5 °
S 0.02
SECTION
�� •' Cast Iran Ring B Cav •-
"= f o'
1
Fibm joint P2a:kmq� S'! z 2 �/ I <? •F \ & '��/1 '' fi t.,+ .
I/8 Bend PLA SO/ ENS 9N V /NT STacuCRe° r e v.� ll � A P(/� P 2/GE!« ED /35{� .IAICURB 8t GU I i _ L - P
. 1/✓-'D . iJATE 3
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AT GRAVEL f II_�L I A_(VF _ /� /(/ �
I�O/ME�NSION "A" N.T S5 S-G65
C -- NEW JOB NO. 1 -316- 001 -791
c 7' -6" R E V I S I O N S $ir6Bk7 JOB NO.i=
— —� mla9ner os moo d ewe, jomis /" DRIVEWAY DETAIL DIMENSIONS NO. DESCRIPTION DATE I-IIGFiLf4ND l"All -N U ®IV® ®IVIIIN4IUMS
Curb v "C ✓.b
.A" /Q A °aco DESIGNED NIRCv
SANITARY SEWER _
✓ aev s.= w•vs DRAWN... �H�
E 12th 3t. 21' 25' 30' ° ° " °" �AYi9
COMP
a /MRYs /oN "a'` Monroe Ave. 1Y. E 124'128'133' /
STANDARD 6" CLEANOUT ELEVATION
�, � � - S CHECKED Rp$
RENTON WASHINGTON DATE JULY 1978
APPROVED
D R I `t E VJAY DETAIL _ ENGINEERS — � CONSULTING ENGINEERS / PLANNERS SHEET NO. C - 3
t V S SPARKS, NEVADA - SEATTLE , WASHINGTON -LAS VEGAS, NEVADA
I OF _SHEETS
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