HomeMy WebLinkAboutS-230003200.00' VC
of /,: I>o1Nl r1 f 7., PROFILE ROAD CENTER S. 20TH PLACE Inc /I I101111 f II v 193. si
011 PO/N, S/4 -- L -f Ud.6 HIGH POfN l S IA - ;' F'. Fi
200 S l ,' 95 - _ P �l_�1T
) 4
�> 190
790
200. 0' VC I 190- LINE:
�T - �° - 18-0 WATE
SMH #9 R
780
SHALLOW TYPE B 180
I.E. EL.
1150.84 INUL .00 RT.0 yg3 ./ TER LIN -- 8 %II
`I I E. 750:84 lN', --
T I• v
L96 I
` CONTRACTOR TG's VERIFY r. � g ".MH �. EXTR � so 10.1 s
k' t HALL W TYPE - O -- - ( �' 170
W WA
NVERT EL. $
70 I10 ° TA: 7 +47. O, 17.56 T. STORM lNE ��� p BLU BRUTE c.
U- -- - -- _... - - -- - = - -- - -- - - - -- - - �0 -- - - V
.. C - fM EL. - = -` 154.33- -/ - _ -C-
Qlti U E 751.49 IN - - - -38LF - - -- - L SSM 4 - '148 "O
--
760 ro TER LINES E. - 1L3 OUL_ _ W 760
8 I
' � _ � I STA: 4 75.07, 77 ;RT.
00 7.50,6 W A - - _ - A -_ -- - - - -- - - - -- -- --
RIM E EL 176.390.n33
m l G- - I - r� -.- _ 4
- -, -.< STORM SEINER -- - -- - - - - -- SMH - 48 - -�- E. = 776.21 OUT ! = In
_- - -- ! - -- -- -. (1 = 150
9-50 - - -- - -- --
�F 8'� DI S S 0.409• 1 S A: 2 +37. 2, 4.06 R .
750
137 �-
98LF 8" DI SS S = 0.409 R M EL, 1 7.59 - - -- I -
- - -751.9 -IN--- -- - --- - - -- - -- - - - - - -- ~ q
- (STORM LlN L
El Q �u
= 151.8 OUT
-- - - --
1 70 00 1N ._._ IS r O N . ") O . I") . Da i oa - o
O� V O N to N D7 O (a " al N L ro N CJ N <t r.
it) � � �) U) v � � � � � � � � � � � � O � � � � C66 � � �'i O aj � N �
u. u) Ln n of � rn o 0 o n ro Do D _ N a
J
- _
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4+50 5 +00 5 +50
NOTE:
SEE SHEET 9 OF 25 FOR UTILITY TRENCH
CROSSING AND RESTORATION DETAIL.
200
190 LLJ
J
180
170
DA T1,1,11 /'LED
165.00
w
I�
00vc G$ - I �l STA 7 +25 U U
U t I -cn -- 2B0 -- PVl EL£V 197 -80-- -- - - -- -- - `. _
- - - __ ,� - �- A.D. 5.53
- -- - _ K_._ 3 -..1.7 - - - -- - -�- - -- ...._ - -
-1. ooq m r - _ Q 55
WA TER L l - -_ - -- - --
yVE - - STORM EWER -� _.. - - - -- ¢ _ _9 2g9__q
{ S 4.0157 - 2 q Q - --
13 LF 8 „0 PV SS O SSMH 7
___._... .. - - - - - - -- - - -k� -- ' - -ate -- .�
SS H 6 . -_480 W 48 0
272LF B "� _C 900 :BLUE BRU E S - O. 96% SSMH Jr - 4 "9f S 7 +94 9 5' RT. W O STA: 8+ 2 39, 5'
- STA -- 6+ 72 63 21.4 ' RT. �- E
Rl EL:__ 13 3� J R7TT-EC. - 797.92
- RIM EL 1 192.21 E 783 75 IN E. U I.E. = 190.02 OUT
_ I.E. .° 77 37 IN E 183,
I.E. = 17 21 OUT LE = 183.65 OUT O
PROFILE i40AD_ ENTER DA.VIS AVE- 3.a_ S. 21ST _S TREE T
ItN7 F-1 �N
n c0 i of Dj N d co r\ rj r\ N Uj
0)1,) D7
200
190
TI 5-6230003
n
d
n
SCALE:
HORIZONTAL 1"=20'
170 VERTICAL 1"=10'
- - -- -
80 00 VC 5 +50 6 +00 6 +50 7 +00 o o)7+50 8 +00 8 +50
i o N�
170.00' VC + O 740.00' VC
___ _ ___..... ___ - -- N N PVf STA - 3 +50 O
c m o ,
.E I:J7 `'3 oa _�
5q - Pw ELEV 202 .24 r --
; 8.89 270 1 -_ -- - - A D = 8.74 LOW POINT! ELEV = �Q3.32 4i
_ - __ -- -
_. Q)
' V -r� _ _ - _- 14 GCB -D-1- - -_ -- - - -- �
270 -- I � - -- 6.�,�q -{�� K = 6.01 OW POINTIS7A -- 3 +8 09 �)�
HIG'a POINT cLLC II° 210 86
200 200_ HICr- POHVT STA- 7 +94.70
LINE - 395% P 5 T 65
wATE
RUTE S _ 5 75
190 C 900 BLUE B - 1,j 264.5LF SMH j#60, 5 R 8„
S
78C
RIM EL. 78 . 195 /NOE
- I. E. = 18 )3. 75 IN S.
E. - 18 ..63 OUT i
0 +00 0 +50 1 +00 1 +50 2 +00
PROFILE ROAD CENTER DAVIS AVE. S. WWP ,a,7 .23E
- - --
SSMH_ #9 48' I
2 +69
RIM EL. 207.57 '
U SSA
=_ - --
_ I -I 198.02 . 0 -
co
N
I
-\ (r0) `! 5..
� ( R
O n O
cl
2 +50
PC STA: 2 +94.50, EL. 206.05
3 +50 4 +00
Iff TOUMA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032
PHONE (205) 251 -0665 FAX (206) 251 -0625
ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I.
RECOMMENDED
FOR APPR VAL
I I
- 270
I � 1
- -- -- - I.
200
z
DATI7M ELEV
190 � , Rcc�r470�
- L6 N N
.I N N N Exn�acs a /zz /ev {
4 +50 5 +00 CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VALLEY VIEW ESTATES
ROAD & S%� PROFILES
DATE: JULY 1996
1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V.
JOB NO.
696 -001 -957
2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No
CHECKED: M.T. 1 ' =20 H 6961BASEDWG
NO. REVISION BY App
R. DATE APPROVED: SHEET, 14 OF, 24
-�- 2
200.00' V
VC N
__
N
N L
LOW P
POINT ELEV =
= 192-65, -
- -- _
2 �
_- -
-__- LO.V P
POJALT -._�. _
__E# 67_.7 -- -
- .._.__ -
- - - -- 2
� _ .... - _
� �
- - -
200
190
TI 5-6230003
n
d
n
SCALE:
HORIZONTAL 1"=20'
170 VERTICAL 1"=10'
- - -- -
80 00 VC 5 +50 6 +00 6 +50 7 +00 o o)7+50 8 +00 8 +50
i o N�
170.00' VC + O 740.00' VC
___ _ ___..... ___ - -- N N PVf STA - 3 +50 O
c m o ,
.E I:J7 `'3 oa _�
5q - Pw ELEV 202 .24 r --
; 8.89 270 1 -_ -- - - A D = 8.74 LOW POINT! ELEV = �Q3.32 4i
_ - __ -- -
_. Q)
' V -r� _ _ - _- 14 GCB -D-1- - -_ -- - - -- �
270 -- I � - -- 6.�,�q -{�� K = 6.01 OW POINTIS7A -- 3 +8 09 �)�
HIG'a POINT cLLC II° 210 86
200 200_ HICr- POHVT STA- 7 +94.70
LINE - 395% P 5 T 65
wATE
RUTE S _ 5 75
190 C 900 BLUE B - 1,j 264.5LF SMH j#60, 5 R 8„
S
78C
RIM EL. 78 . 195 /NOE
- I. E. = 18 )3. 75 IN S.
E. - 18 ..63 OUT i
0 +00 0 +50 1 +00 1 +50 2 +00
PROFILE ROAD CENTER DAVIS AVE. S. WWP ,a,7 .23E
- - --
SSMH_ #9 48' I
2 +69
RIM EL. 207.57 '
U SSA
=_ - --
_ I -I 198.02 . 0 -
co
N
I
-\ (r0) `! 5..
� ( R
O n O
cl
2 +50
PC STA: 2 +94.50, EL. 206.05
3 +50 4 +00
Iff TOUMA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032
PHONE (205) 251 -0665 FAX (206) 251 -0625
ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I.
RECOMMENDED
FOR APPR VAL
I I
- 270
I � 1
- -- -- - I.
200
z
DATI7M ELEV
190 � , Rcc�r470�
- L6 N N
.I N N N Exn�acs a /zz /ev {
4 +50 5 +00 CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VALLEY VIEW ESTATES
ROAD & S%� PROFILES
DATE: JULY 1996
1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V.
JOB NO.
696 -001 -957
2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No
CHECKED: M.T. 1 ' =20 H 6961BASEDWG
NO. REVISION BY App
R. DATE APPROVED: SHEET, 14 OF, 24
200 200_ HICr- POHVT STA- 7 +94.70
LINE - 395% P 5 T 65
wATE
RUTE S _ 5 75
190 C 900 BLUE B - 1,j 264.5LF SMH j#60, 5 R 8„
S
78C
RIM EL. 78 . 195 /NOE
- I. E. = 18 )3. 75 IN S.
E. - 18 ..63 OUT i
0 +00 0 +50 1 +00 1 +50 2 +00
PROFILE ROAD CENTER DAVIS AVE. S. WWP ,a,7 .23E
- - --
SSMH_ #9 48' I
2 +69
RIM EL. 207.57 '
U SSA
=_ - --
_ I -I 198.02 . 0 -
co
N
I
-\ (r0) `! 5..
� ( R
O n O
cl
2 +50
PC STA: 2 +94.50, EL. 206.05
3 +50 4 +00
Iff TOUMA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032
PHONE (205) 251 -0665 FAX (206) 251 -0625
ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I.
RECOMMENDED
FOR APPR VAL
I I
- 270
I � 1
- -- -- - I.
200
z
DATI7M ELEV
190 � , Rcc�r470�
- L6 N N
.I N N N Exn�acs a /zz /ev {
4 +50 5 +00 CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VALLEY VIEW ESTATES
ROAD & S%� PROFILES
DATE: JULY 1996
1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V.
JOB NO.
696 -001 -957
2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No
CHECKED: M.T. 1 ' =20 H 6961BASEDWG
NO. REVISION BY App
R. DATE APPROVED: SHEET, 14 OF, 24
- - --
SSMH_ #9 48' I
2 +69
RIM EL. 207.57 '
U SSA
=_ - --
_ I -I 198.02 . 0 -
co
N
I
-\ (r0) `! 5..
� ( R
O n O
cl
2 +50
PC STA: 2 +94.50, EL. 206.05
3 +50 4 +00
Iff TOUMA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032
PHONE (205) 251 -0665 FAX (206) 251 -0625
ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I.
RECOMMENDED
FOR APPR VAL
I I
- 270
I � 1
- -- -- - I.
200
z
DATI7M ELEV
190 � , Rcc�r470�
- L6 N N
.I N N N Exn�acs a /zz /ev {
4 +50 5 +00 CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VALLEY VIEW ESTATES
ROAD & S%� PROFILES
DATE: JULY 1996
1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V.
JOB NO.
696 -001 -957
2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No
CHECKED: M.T. 1 ' =20 H 6961BASEDWG
NO. REVISION BY App
R. DATE APPROVED: SHEET, 14 OF, 24
2 +50
PC STA: 2 +94.50, EL. 206.05
3 +50 4 +00
Iff TOUMA ENGINEERS
WEST VALLEY EXECUTIVE PARK
6632 SOUTH 1915T PLACE, SUI7E E -102 ° KENT, WA 98032
PHONE (205) 251 -0665 FAX (206) 251 -0625
ALL SEWER PIPE SHALL BE C 900 BLUE BRUTE EXCEPT D.I.
RECOMMENDED
FOR APPR VAL
I I
- 270
I � 1
- -- -- - I.
200
z
DATI7M ELEV
190 � , Rcc�r470�
- L6 N N
.I N N N Exn�acs a /zz /ev {
4 +50 5 +00 CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
VALLEY VIEW ESTATES
ROAD & S%� PROFILES
DATE: JULY 1996
1 PER G17Y REVIEW DT 1197 DESIGNED: D07R.D.V.
JOB NO.
696 -001 -957
2 PER CITY REVIEW DT 2/97 1 DRAWN: DO R.D.V. scALE WG-No
CHECKED: M.T. 1 ' =20 H 6961BASEDWG
NO. REVISION BY App
R. DATE APPROVED: SHEET, 14 OF, 24