HomeMy WebLinkAboutS-230007- - - - - - - 200.
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- - PROFILE ROAD OEN" TER S. 20,0 �-' P� ,. I
200
- '
190 ,Y - - - -- - - - - - - - -- - _ -. onn ..yE - - -- -- - - - - - - - -- - 4 -
Tao LOW TYPE B - -TER LINE U)
ALLOW � `wA
I STA: 0 +3.28, 10.00' RT. 7a{ i80
Z
C
RIM EL. - _ - - - - - -- - - / -
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t
7k- OA NT C,ORT OaV VERIFY:- . SSMH 2 EXTRA �
170 '. --Et _- - - -_ - - -- - - - -. -- -- - e 7t -- s = ,- I 70
ALL
O p.
t <� 7
— - - -- - - - -- STA.L1+41.50, 77.56: LT. STORM LINE i, " - - -- - - r g00_L<)E-
- -- - 7 . v.
�Iy) _ L� L 1 -E- OUT SS 036' SSMI� 114 O 77 'R8"0 �'
�TA 760 A -1h- -- ' -- - - -- - - - -- _ - _ 60
1, �tf 7 T.
_ STORM SEWER 9 __ - -- - -- RlM EL ion zz Z
2 00� _ �_ - -- -- — - -- - -- -- _ - - - _ems rl� 2
F.E. - IN l v
_ zD T
- -- - SMH — B "�
E. r �,,o our y
150 -- -- - - -- -- - - -- _ -- - - - 50
P 737LF 8-0 DI SS S = = - u / ! '
/ n u ,- J STA• 2 +37 82, 4.06' RT � 1
L- - a2yDj c }8LF 8 D! SS S : D. 40% PIM EL. 1�S Ib1.77 ~
T
----------------------------- STORM LINE --
- I.E _ ° OUT
DAT 4 ELF L'
140 0- 00
�l I �i� il„ - --
v O Ca N O �Ln Tw
co
uIn d d N O ^� ti I v o �N
u n �1� o alp �� '�I a cc ° a a rn 3) O'er
i
0+00 0 +50 1 +00 1 +50 2400 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50
200.00' VC
NOTE _
LOW POI,ki l LL-,i - 79 2------------ -
SEE SHEET 9 OF 25 FOR U77L17Y 7PENCH — w 2 ✓' � n UV T S u = 6-151
CROSSING AND RESTORATION DETAIL L0 elm `n -�? ! � 7 =25
200 - _ - -� _- -- _96 -��'- r L, 7 9Lbo - -- _ r 200
7.. D. _ -,5---
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!
-1.00% i q E
n } .i'•. OS �� VC SS
I ! 190
190 = SA&230007
WATER LJyVE I J q W
H ORMSEWER— I o .
780 I 13 F 8„0 P !C SS S= 4.075 I 2 q
. o I w SSMH #7
f, SSALJH #6 - 4503 ;'! U o {rn 48 0 iso
~ �2-2j 8-0 C 900 'BLUE BRUTE S = � % I SSMH i 5 -4 ST 7 +94.90., 5- RT N+ ! STA: 8 +62.39, 5' RT.'. 3-
TT -� # -8 3 z1 1
HIM Zi a- RIM EL. ?192.371 = ltaz mss; q Ui�D LE - _ OUT SCALE:
LE !N E.1g3.37 ; -E-1on n !9$07 HORIZONTAL 7 " =2Q'
170 1. E. = IN 17Z $7 1 ,O
1. E. = 17— 1 ourrn;77 !.E _ sI OUT 183.Z -7 : Q N 770 VERTICAL 1
DATU_af ELE PROFILE ROAD ENTER DA VIS A VE S. S. 1ST STREET
185. oo �� jo OIo v ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I.
; N
�Irn a Irn o o o c cl
1 I i RECOMMENDED
80.00' vc 5 +50 6 +00 6 +50 7 +00 0I m 7 +50 8 +00 8 +50 AS BUILT BASED ON FIELD SURVEY PERFORMED FOR A��R V ��
ro BY TOUMA ENGINEERS, DEC. 1997. �V
PV7 srA = 0 +4o c 170.00' VC + c 14aDO' vC iiiy�
PV1 ELEV = 797 -23 8���
_ - N _ 3 +50 /!
O K = 8.89 Os N - - -� - -- = °� - t - -- 75q > j 7G�� -�
at c
i
+ ZIO — =- _ - _ - 3 �: B
_ _ �o
270 �' -- - -- - - -- - -...
o _ - - -_T_ v -- - / 6 0' o,. o, . -✓ s. L 270
m m ! HIGH rOl�1T ELEV != 210.86 - + - - - -- - _ —
1 200 - - - -- - - -,1200
= 1i +65 I �X H.
TE LINE v9_ o �� sr7 SSAIH 91 48 '� -- - °�� °R arc
I_ r S . ! 5 I RIM FL. = 207 C3
190 ZCoIOf i _ R11 E - w W - DATUM ELEV
LE 8 »� C 19(17.431 Itl — f�� 190 �sx7o
NT9
ORAL
�o) I STA: 7 +94.90, 5' RT,
780 RIM F1
19 Z
N
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I.E. = 494_.z§-
IN E. 18337
3 +50 4 +00
4 +50
5 +00
CITY OF RENTON `
I.E. _ -Z$y3' .7:s
IN S. 163,37
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DEPARTMENT OF PUBLIC WORKS
VALLEY VIEW ESTATES
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RBAB -Br PROFILES
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TOIJIblA ENGINEERS
C Y R ✓iE'v`v'
D I 97
DESIGNED: DO/R.D.V. DATE: JULY 1996 JOB
0 +00
0 +50
7 +DD
1 +50
2 +00
2 +50
OEST VALLEY E7ErCU77VE PARK
2
PER OI , K RE ✓!Eby
DT
2197
DRAWN: DO .D. v. S`A`£
69
696 -001 -951
- "°
PROFILE
ROAD 'CENTER
DA VlS A VE.
S. _
-��OD
PC STA: 2194.5Q EL 206.05
653250lJ1H 791ST PLCE- 102'XEM7, MA 58(52
PHOWE (206) 251. -OW5 FAX (206) 251 -0623
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AS 7�11L%�
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CHECKED: M.T. 1 " =20 H
6?61BASE.DWG
NO.
REVISION
BY
APPR.
DATE
APPROVED:
SHEET: OF: 24
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