HomeMy WebLinkAboutzD-1326Set1 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 -' - -
30 � �«a. c •F,r:,,,.�y�. A.�.s.- �,.��' 'i� I GE ?2 I,/
I 4 +35 Rod. / s I.E. 6.80 -
+ CB Lt. m
G.E. 218.62
LE. 215.12 °
/ -� 275' 12 S =0:0429 \ 146' _ -12 S =0.0557
MH RE o �X 8 +50 \
G.E. 232.50 1A SX �9 CB Rt. \
I.E. "226.92 30 8 If �/ -
fill o' / / G.E 238.55 \
�• 5 =0. 413 � C I.E. 235.05
( 42 34 ti 28 ®� I ,BOO° 9
_ 3 +00 Rod. / 32 c!�cN �", , ` X p's �,. \G'' \6 \
Inlet LT. 1
G.E. 213.47 �/' r
211.72 3p'j.
0.
CB Rt: - oN
G.E. 213.47
! 41 z +3o5 y I.E. . 209.97 27
Rt. 6 -/Y-
MH '
G.E• 214.31 I }40
I.E. 208.73 !�
UJI _ 3� _ r'� ^_rfi,t�: �' \ Scale-
Z `o e 'o Horiz: I "= 50'
°o Vert: J "= 10'
40 36 \G J < \oGo�`° e e iii
0 +38 TriniTy Cf.
Zk k1. �(`C Inlet 213'99 " 26
I.E. 212.24
24 / �2-�0
0
37 N
39 ON 51I\10
e
( 0 +38 23 P�eO( 20 Approve ' entonn Washing'on
U. o Cis Lt 16, 16,
G.E. 206.62 \,(G�•�0 \Ot �9
' I.E. 203:12 -
"00 ZQ
ek6 2/
j N N
+47 Victoria Dr.
I � - MH Rt. 17'
See Sheet l _ G.E. 202.00 \ VICTORIA PARK
I.E. 196.42 \ ' STORM SEWER PLAN � PROFILE
yes 22 / /8 ROBERT E. MERIWETHER & ASSOCIATES
9 /O -,: / /, \ J- 132i3 NORTi1RUF 1VAY
S BELLEVUE, WASH. SCALE QS Noted
Q4� heet 2 of 4 SH. 6a33u DATE 4 -I -67
27367 REVISED 5-3-67 APPROVED JKAIVN H' L?rOSirOM
II j
t - Note -- ,- - -- - _ -- -- - - - - o 0
-- - -- - - -- - _ - o
` t+ {`L
f - - --
75 Right -
- - -- --
— - Road 1 t - _ -- — - - — - — -
`- -- _ _ _ _ _ _ N
-- -- 75' Le-ft + + - i : _. _ - IOOI VC. - _ - - -U
- r0 N
- - - - - - - - - a- -
-- - } - - - - -- — - -
M -- - - m -
1,- N _
- �_-
250
N >
N � O
- -O - O in m
�*— _ CO o —F N � � CD N—
- L
,- m
-
240
o -
0
150 VC t - - - - -
T > -- O �- ov 100 VC
240
- —
f
230 N : :- 0 H o It 0 = - - S'0'0 - - -- -- -- - - -- - - _
{ { {{ 75�VC `•o , -a PI t--- o_ cr _ '6 ro - ej -_ _ 12�� - -- -- _ _ -- --
.gym O N- t.- OD _ _: a� :: NN._: ... -.d. %.. _ _ _ _ _ _- -_. - _ -
+0- �_ �r +5215 -- - -- - - - �� - - _ -- -- -- -- - - ------ - -- -
OO ON .. i� =.a _j: NN:...NC +r7 _._,N+, _._ _ - +� _ - ____ _ - - �Q 7%Zg_ _ -- __- - v°�mc --
r +-
2 2 0 N - N F - M d - m N - I Z I S' 0 o -
' rnN o N _ -a
- _.__
N - t O
O _ N N - 0j rt1 ,. -_. - 5:00375 _ } + :_ .�__ __.- - -_ _.- - __ _ _- +___._ _.- -_ _.- -_ ___._ - -_ - - _ _ -�N _-
+ . _. _ _._- - n __- _- -
210 n N —_ -, o _ _ _y _ I2„ S_OOI &2
40
rF +rj _
2 30
o
N a -00289 n m =>
_c0N % -
om ; - o° '> vr - - - - -- -
— - - - -
220 20 0 220 N mm-F-
-0-7 NO i
r
t
y-
1 9 0
o
- I - - - -- - _ -- - - - - 190 210 210
>
- -- -- --
4 t t i I �- } - -. —_ - -_ -- - - N -- - - - - _ —
+ - 2
, , --
- -- - -- - - - - -- _ -- - -
_ -
- 0 +00 � I-F00 � 2 +00 3 +00 4-F00 5-1-00 6-{-00 7100 � +00 9-1-00 IOf00 !I-F00 0 +00 1 +00 2 +00 ,
P; E 1 P_Ara PROFILE I .5 0 '•, ���
----------
40
39
-16 24
37
23
22
/0
75' Right
Road f
- ------------------ 75' Left
V,
PP
m rco m-
=RUN
1+00 2+00
cp
'9
-N-
I
Scale:
Horiz: I"= 50'
Vert: 1 "= 10'
"Lx)�4.
-PRI- vq "y —91—
Rent-, W-1-9th.
VICTORIA PARK
STORM SEWER PLAN � PROFILE
[ROBERT E. MERIWETHER &ASSOCIATES SCALe As Noted
13223 NORTHRUP WAY BELLE V UE. WASH,
Sheet 3 of 4 SH� 6 8330 DAre 4 -1 -67
ININP N, 273674EY,SEO 53-67 1 APPROVED DRAWN BYRMSM
L) N ro 01 -
--a)
cli -
0 rA MOM
MEMO
Mw
ONE 0 F-w
MEM
IRE=
an
ME
m rco m-
=RUN
1+00 2+00
cp
'9
-N-
I
Scale:
Horiz: I"= 50'
Vert: 1 "= 10'
"Lx)�4.
-PRI- vq "y —91—
Rent-, W-1-9th.
VICTORIA PARK
STORM SEWER PLAN � PROFILE
[ROBERT E. MERIWETHER &ASSOCIATES SCALe As Noted
13223 NORTHRUP WAY BELLE V UE. WASH,
Sheet 3 of 4 SH� 6 8330 DAre 4 -1 -67
ININP N, 273674EY,SEO 53-67 1 APPROVED DRAWN BYRMSM
L) N ro 01 -
--a)
cli -
0 rA MOM
MEMO
Mn ".
ii `J>
00
o
O ` .o co_ o
O -Oa -0_
Scale
HOra I "= 50'
Vert I °= 10'
App /eve Cily Engineer
Renton, Woeninylon.
VICTORIA PARK
STORM SEINER PLAN PROFILE
ROBERT E- MERIWETHER & ASSOCIATES SCALE As Noted
- 13223NORTHRUP WA'( SELLEVUE, WASH.
Sheet 4 of 4 SH, 683:.0 DATE 4 -1 -67
.DRAWING Na 27367 REVISED 5-2-67 APPROVED DRAWN er BrOSirOM
-5 -/3-67
75' Riqht
Road
ME
+ �
�SCM
mm
i=
ii `J>
00
o
O ` .o co_ o
O -Oa -0_
Scale
HOra I "= 50'
Vert I °= 10'
App /eve Cily Engineer
Renton, Woeninylon.
VICTORIA PARK
STORM SEINER PLAN PROFILE
ROBERT E- MERIWETHER & ASSOCIATES SCALE As Noted
- 13223NORTHRUP WA'( SELLEVUE, WASH.
Sheet 4 of 4 SH, 683:.0 DATE 4 -1 -67
.DRAWING Na 27367 REVISED 5-2-67 APPROVED DRAWN er BrOSirOM
-5 -/3-67
190 I
t
_� - ,
� .,�t a
anvauvl a s n a o �3lli Obd'N VId —L 31v1d