HomeMy WebLinkAboutR-395708C132 TO OUTFALL PROFILE
1-0
rr) 175
0
r
LIJ
(�Lf 170
� J
5W
L
0
z 165
0
I—
rW
V
W
160
I—
W
U)
z 158 20
U)
TANK CROSS-SECTION PROFILE
175
170
170
165
165
160
160
155
78158
�K
E-A IE-INU UIJLI-IHfCVC VIM I IVn ILIIVC AND
DAYLIGHT AT OUTFALL PAD
TANK CROSS-SECTION 15132+00
H: 1 "=10'; V: 1 "=2'
TANK CROSS-SECTION N-S PROFILE
175 EL 174.7 EL 174.2 175
ALL RISERS AND
PROPERTY DETENTION MANHOLES TO
LINE HAVE SOLID LOCKING
COVERS MARKED "DRAIN" RETAINING
WALL
36" RISER W/LADDER, TYP.
PROPOSED GRADE
169.0 MIN OVER TANKS EL 169.7
170 EX GRADE
170
EL 167.50
I
96" DETENTION _
TANKS
165
EL 160.0
160 I
EL 159.50 �—
—I
158 30+00
96" END
PLATE
96" CMP
DETENTION PIPE
30+20 30+40
36" CONNECTOR PIPE, TYP. -
TANK CROSS-SECTION
Know what's below.
Call 48 hours before you dig.
Z
J
H: 1 "=10'; V: 1 "=2'
EL 166.0
165
EL 164.0
I I
I —
CB 3
II
160
� I I
30+60 30+70158
32+20
rTVk al "AV4 task
r-------------------
j i
wiu Jli
m,
t
nsal � V
:min
b 1_x�—
i°R-OP-T sl�!
nin. A.t' de-
Tr,ee 2 CIS
NOTE:
All Tiltal cur ,.=iani r_ sta_1i.
Steel Peu- galvanizer! arcaspl'At
m3L---r_3trna t 1 a= betut
DUNCANSON�
Company, Inc. 3
2
145 SW 155th Street, Suite 102
Seattle, Washington 98166 1
Phone 206.244.4141
Fax 206.244.4455 N 0 .
32+40
t� rsJs
PLAN VIEW
NTS
'=1cw41hrm4t, wkd-
Dssi3s 45r fl' 3=�
��Ilsl :mks s= dz—_ ad
SECTION AA
NTS
180
170
175
165
RET
170
160
165
155
32+60 32+80 151 160
CB5 TO CB3 PROFILE
ALL RISERS AND
DETENTION MANHOLES TO
HAVE SOLID LOCKING
COVERS MARKED "DRAIN"
EL 174.7 EX GRADE
EL 174.2
A NING
ALL
VORTECHS
EL 169.7
167.1
EL T167.19
CB 5
I I
=I I = EL 164.0
CB 3
31 +00
C135 TO OUTFALL CROSS-SECTION
II A
i,a: mph;
C-B raq-d
-.--In. ci—terWr �r
��' PLANPr-Eli?' � ORKS TYPICAL DETENTION TANK 2� � 5EPARTM�ENT
MARC-H 2008
DETENTION TANK
NTS
ADDED AS —BUILT INFORMATION
PER CITY COMMENTS
PER RESUBMITTING SCREENING
PER CITY COMMENTS
N•LT/6yIs]
"=10';
H:
1
V:
F
-
_1 0
12" ALUM RISER
96" CMP DETENTION
TANK BEYOND
4" ELBOW W/0.63" ORIFICE 5
#I
j 7TT 36" CMP CONNECTC
EL = 16G.G— INLET & Ol
6„ a 2' 160.2
0.88" ORIFICE IN
BOTTOM PLATE
SURVEYED:
JMB
DAS
0/11/21
HMD
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HMD
DRAWN:
HMD
LTK
7/12/17
HMD
CHECKED:
HMD
BY
DATE
APPR
APPROVED:
HMD
31+20
SECTION
167.7
EL = +67.5 RISER CREW
7.5' 164.7
EL = 164.9 4" ELBOW
EL = 156.0 SUMP
180
175
170
165
31+4031+45 160
Y-T:
�_- 2'rrlln.
� ,
�ied sd•Ilea
�--Dfr=vr l-m InciuM
nnw
T.
-`�
�"--t
1'mn.sn
lee,i IF
t�
T
� arilsTar
m__ _
`
--ir_
��
l• �eJn .�f�
-
zanorrdrar;j lrNat
-�
.
_
wit �_Ilm as spw:led
A— JAW
t!!
EtLJP
PIS su7Tts
v>
�a_rjhalds. s.T•= •_P
ladder
RESTRICTOR
i•
DETAIL
iz= n
`•'S
'-Y
rod ti-_kanaL _l-Ar
IIY han
-s rAui3
I-'.
�
A.
-yitl?r-ram:
---1d--dr_s-�aaaats=
o
kh
�~
SECTION A A
ISOMETRIC
x a I,_ ale �,ae
m_nypn-idnaf*,TT
imiudir g! elbor-
Q,
Use a r!imin_m zf a W=isriatu-r:ype
cwch s;15_
-
�_ Weal Parts, 3-Tosbn r`rkant.
Iadd-- Alm
elbow �54F r = tto
N: par_ ��r�
SI�I�_nl�ia
I ani ti a_ Pa- m Fez asi jL
s�detdi
rir sG=
:'L'.3'�ai[ 1-
_- fr=re 3r;T I e- u »r= 1 az
A.:daere.li ae3 is Adble ITzm iw._
B. _Ilr•Ik-ItT swm Is Jar cf riser orb
elaartalt RM&
Pr VIM
C. Pr_zva Is M_- � cum.
__ I' mefal C."Jet pipe wnrects to cemni
7nc_-a Pla_: ctlat pine lzcnma await'
- - zquaI c �-!crata pipe I.G. less .
fi_ PmAdI5 at le--sL ar_ " 1 .CM g-ge Bt!_par kraz y_ 3ndv-,r--j to m nc = wall_
fa:d r!!,t _
L :arm el3-ma _,fti z as nsxasF.r_: to G je �irimur zIa,� aT.
8 t = e=d riitio,el ladc=_r arras it st—m=9a La-- as amass to tEnk=s a� _c r21 Is c
all-w emaas wFen czto-1 Asir is filled - with'- mer.
E-_PIS' FLOW RESTRICTOR Q-TD. PLAN - 237.00
�+` . +:F=F�'v_NT OIL POLLUTION CONTROL
TEE MARCH0n
FLOW CONTROL STRUCTURE
FLOW RESTRICTOR TEE
NTS
96" CMP PER SUPPLIER
SHOP DRAWINGS
VENT @ CROWN
LF— 36" CMP
2, 60" CATCH BASIN
L
co
I
Q
J
1 4' LC)
W
R-395708
CONSTRUCTION RECORD DRAWING IN COMPLIANCE WITH CITY OF RENTON STANDARDS z
1 HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS 0
OF THE STORM DRAIN SYSTEM SHOWN HEREON ARE THE RESULT OF
A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE
ABOVE DECLARATION IS BASED UPON WORK PERFORMED IN W
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
PRACTICES. WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR
IMPLIED. 0
Li
SCALE:
SEE PLANS
HORIZONTAL: N D 1983/1991
C TY OF
URI RENTON
'
Planning/Building/Public Works Dept.
SUNSET'S EDGE TOWNHOMES
GRADING AND DRAINAGE PROFILES & SECTIONS
701-707 SUNSET BOULEVARD NE, RENTON, WA
SUNSET'S EDGE TO WN H O M E S
DATE:
5/1/17
V )
W
, ^
v 1
' ^
vJ
FIELDBOOK:
PAGE:
ONE INCH
DRAWING NO:
C1 ,8
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF:
8 10
DCI PROJECT NO.
15375