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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
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EX /STING SS MH
Cf 17'OP CLEY ELEV.
\-- _- - -_ -_- -- -
392 _394
38
STA.
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/ E. = 382.7 OUT -
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8 "/E= 864.29. C.O.A. \ C. O. A. C.O.A.
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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
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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
6 t0 12 14 16 IB 20 22 X24 26 28 30 32 34
SCALE: I"= 20'
CONTOUR INTERVAL - 2
S rA. -2
Af.
41A1,57"A117 .5S MH
DRIVEWAY DETAIL DIMENSIONS
]
N € 12ti, 3f
/
15 , 5C" 5,
Monroe Ave. N.E.
124'128'133'
2
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708 NO.. 1- 316 - 001 -791
DESIGNED RAK
DRAWN JHD
COMP. �`---
CHECKED Of
DATE MAY 1979
C-6
OF �SH EETS
34 36
1 1 1 1 .
l7.0o m
N
405
1
400
395
390
/6.d0 /5 +DO /4fcv/ /3so0 .p /2100 //!00
� O1 Q1 0�1 � Off Cf 61 �� CS MCI
FUTURP C>RADE AT ROAD 9
(CURB o GUTTER W14L. BE 5E7-
BASED ON TN /5 )-ROF /LE)
�74/ - - - - --
�" /ST /NG ROAD AT C
405
400
395
390
O.NOO /100 L'foa 3:00 4 +00 51-00
ea .
Z Q �
ea
375
o 375 c
0 I
0
EX1ST11V6 ROAC AT 9L r
370 hi ��,�` 370
r1-
1
365 ( I,i !! 365
SAN, 5EWER
360 360 p
_
W g C7
STA. O'- 'S B'RT STA.
TOP EL EV. x.3 7/. 25 TOP 9G7. J
/. E.' /N= 362.00 EX /sr /.E. OU. =359.5
355 /. E. OUT= 361.90 / E. /N = 359. 6 355
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i
VMONROE AVENUE N. E. L.YNN1�l09® AVENUE N.E.(SAN.SEWER) cn
0+00 I.00 1 2 +00 3 +00 0.00 1+00 2 +00 3.00 4 +00 - 5+00
f
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395 ? Ih i 395 370 N _ \ EX 15T /hIG ROAD AT $
i
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t,
390 y! h h / I ! 390 365 III
216,4 .r.. /2 "�, ®s =o.5o/ 365 Z Q
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EX /ST /iyG ROAD ' II
�Ar 0-
/ I T
+ 385 / Ii Ef•° '385 360 360 �y°
__ • I ST . 05.52 5TA. 2 +68 STA. 4 +30 < y
- (S TA. 0 +35, LT /7' LYNNW000)�S Tq. 2 +50. LT /7� LYNNW000) STA- 4 �/2, /7'LT LyNNWaOD) �V
/ o TOP GRATE =9' 2.5 TOP GRAY - ..^67.0 7oP GRATE °3''7/.O
/ �0° E. =364 -
380 _
.EX /ST Ss. MH 380.. ..355 !Exis T/nie M N 355
j STA.2 s2B, /O'RT 5�
A'ZR 9&7V. -3957 (STA Or /O, Rr. 2e LYNN WOOD!
/. E.c3B75 -- I TOP R/M •369.5 _
o
OUT= 363.00 z
375 i I ,CX1 T �v _ 375 ... - - z \ TOP EL E ✓= 3B6.G W
cr
382.9 1 JOB NO i -316-
001 -791
/.E OUT =382.% .,. -_.
! DESIGNED RAK
+3.51 65Y FUTURE_ GRADE AT ROAD it i / DRAWN JHD
370 /- 1 ! (CURB * GUT7ER W /LL -'BE 5ET 370
BA5ED ON THIS PROF /LE) . -- - 5
CHECKED
.. DATE MAY 1979
j
365 1 365 APPROVED BY - PW.D. DATE
S. M J7 CITY OF RE/VTON
STA.57-A
0 4- 08. 1-"R'
TOP EL 7/.
-9 62'o -5 . C-6
0
/. E. OUT-Z64 50
N. E. 12th STREET (SAN. SEWER). �YNN�O ®® A/ENUE N. E. (STORM DRAIN) 13-3-5 ! of SHEETS
2 4 6 8 IO 14 16 IB 20 22 24 26 28 30 32 34 36..