HomeMy WebLinkAboutD-1326011 fI'�— 30' -0 "— 27' -0" ��_ 30' -0 "- 27' -0"
1 ' _ yl
5/ / 31 25-0; 25' -0" ;3
0 +37 ` ;2i/ II -O9 0 16' -O - - !2 -0 "9 _09' -0°
CB Lt / \ II
G.E, 132.89 j 12" Min. Class d Asph. Conc. 6 �
I.E. 133.09 50 \\ Slope It 1 lope 1/4": I 6��
Y I S
o _ „
-I'-6' - = 14 0 -4 on a+dewvik
j 7 6 0' ,�..r ” O
Sew r6 Water N 8 E Side � �Conc_ Curb & Gutter
N / / s a w sde
o
Top Course 11/2' - 3/4" minus Crushed Rock
¢g Storm Sewer
43 42 34
" M \ - -Base Course 21/2'- Il /2 "minus Crushed Rock
7as L
` a +75 Rod. i \� % Compacted Subgrade
I
mot, 33 TYPICAL STREET SECTION .
r?
a ' E 'a ; No Scale
35 LEGENDS i
m� 1 44 2a 41 / Paved Roadway Finished Grade.
M n / 48
t ❑ Catch Basin, Graystone No. 15 or Equal.
p o Q Curb Inlet, Graystone No. 17 or Equal.
\ \ ` I Y►`d,- �-�' I -- 0 Manhole, APWA. Type !A]
X i — Approximate Grade of Storm Line as Shown
'J , in Profile.
40 36 GOUT
!r
I I i 2 ' ' 45 26
- 47 v
oI t m 24
q 25 NOTES
v V a: N 0 fi1 a , a 1. All work shall comply with City of Renton Standards
¢° m
j 1 J h N I r '* - i d and will be subject to Approval by that Municipality.
N
_/V_ 2. Storm Lines shall be iaid on constant slope between
3 \ 4 fi
Is- 38 37 i Catch Basins:
\ / % 39 per J 3. All storm lines shall be grouted and shall have I %' minimun
PLC cover to finished grade.
a
\ eo o / y I6' 16' 2
22 es �o� 5 L m O�' Scale
0 +25 Sunset PI. (Rod.) \ Ak X00 Soon J ro��e „ ry 23 i0P0 �e Horiz I"= 50' 4. Catch Basins and Curb Inlet covers shall be adjusted
MH Rt. 6' 0 // 0� m _A P Vern I °= 1'J' at time o paving roadway.
i I GE. 146.34 0 / �kx00 �'m y rL6 `ol0f`o 20 5. Curb Returns shall have 20' radius minimum.
- - - LE 140.76 / ( / O -
4 G� /35 oOkaQ \ 6. Cut -de -sacs shall be paved to face of curb, having 40'radius.
0
94 21
s, N o m 7. Inlet and; Outlet pipe crowns to match.
o / _p -_ -- -- -- - - -- - - �-� , 8 +47 Victoria Dr. a, RPProve City £nglneer,yU - MH Rt 17' C �� 307' - IS 5= 0.1312 ? GE. 202.00 O Heotoo, Washington.
- co 16' : le' I.E. 196.42 4o'VC ° > VICTORIA PARK
I 'I 5 z ( C64 Rt, Rad, \�SQB S 22 'o p STORM SEWER PLAN � PROFILE
G.E 159.83
I I? I fA ( I.E. 156.15 j I it `� I s141E AS Noted
1 See Sheet for Pofile ( 7 B 9 /Q `6 ; ~-OO> > �M ROBERT E. t ?ERIWE�NE�R & ASSOCIATES c,re 4 67
N E- 8K) 1.? R n �irnuv w i BELL 'uE ASSOCIATE
Extend to Daylight of Creek \ �e \ - a N N D_ r0' >N Sheet I Of 4 �-
i u) CO .01, -r 5-3-6;
_ /_ - _.. _ ___- 1'n N - d' SEU 5 -/3 67
CTOR /A DRIVE - - - - 0 ci m a N + w
— -- - -
Nofe. _ _ m o
Df Alit .+ No. it E'J APpuOY EJ �iA�`:N dY /OS / /iI
f2.64%
-- --
L
200 - , _ - - - - - -
- - -- 7
Road 5' Let t - 200_ 200 -_ -- -i�200
- -
f
r o t
190 -
i - -- -t - _ -- -- - 190 190- -. 50' VC -
- 0't — — - -- - --
-- _ _ cKO o -- o - -
- - - - - -_ -_ _ -- -- _ -_
r�
1 _
rl cNO LNO -- - --
--- -- - --- -- — u -
Iso - -t -- -- - -- -- - -, - - -- -_ �y�� j2 --o o =n -o -) a �— I i,30
+ - tt -- - 150 VC - - - - 13 _ O t -N N -,n - r 6- -
_ -. T -0 - -O a -0 -_
1 0 1y,
170 - - }- _ - -- -- -- — v n ; -- -- _ - - - - - -- - -- ,
5
--
-.Y 100' VC - - -- -- cw —m o- - - _ -- 170 170 y.116 °I - - -- _ --
0'0 t - -- - -_._ -� .- ------ ti cD - - -tn -
_ - - --- .__. -- -> d �t - - --- - -- -- - -- - -_.. -- -
160 _Y ; aN - nm =� o- -_ - - - - - - - +
50' VC + -N _ ti dM - -- + v— 160
- + _ _- _m -
U
_. __
1
_ r - - " v -
� _ � -- N 01 _
15U ? _ ro a D _ - -- - - -- -_- I Igo -- -- _ -- - - _ - -
" _m r- K% -- - - - - - - - -- - - - -
- - - -- _ _
'" .rr — 50 -- _ . as - -_- - - - — -- 150 150 _ o d - _- — T-
a ° -
- -- -- -
- -
in o -- - - -- - _ - -- - - -
-r-
140 r oIKj-N 0- °p -- — _ - - _ _ _ _ 140
- } ° - _ I OylB _ - -
-�
130 Y ;
+ --
130
T
_
120 { o --
-r- + - �_ - - - - - - - -- - -- -- -- — -- - - - - - -
--
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 6 +00 9 +00 0 +00 9+00 2+00 3 +00
PLATE. I PLAN � PRDFILE A.S.
CLURPNINT PAPER CO., S. C GL. -
Ng.IrJtAll-1 -' - -