HomeMy WebLinkAboutD-226501N, R E, HEATING 10-75
S;- T UNIT
XF Steps /Ramp Obscur,d
0 F-1
0 0 C
O l J / l cs# s Two i Grate - LOCking Lid
S A HW 200+59(43%T), 1h GUttOr LMS GB -I Conc
T
M 36.0 ml
SE I.E. 33.5
\ir 01 4 LF S=1020
�ZD. 7
TF 2.55
l' C�
24
OWS #25 -11 '1
TOP 36.13 GE 36.0 CB-11-G-48
IE 29.5 - 18" N&S
2
D
/' - -- D- L� BOT. 27.5
x -�j
7, - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - f
R cc SSMH /RjK 3 O�
E / -ylp,
col t
HEUSER WAY N,
12 - - - -- - - - - - - - - - - j . . . . . . . . . . . . . . . . . . . . . . . . . EXI!IRNG 12" WATER LLNE-
12" WATER LINE
I STA HW- 205 +10(13 FT RT)
SOLID LID LOCKING
,4.5* DIA.
RIM EL = 35A I
GAS
GAS
S
METAL
METAL POLE
it
`3
AIASI�Dcl V�LVE�'3
_2
jM
0
l[UMONIT. 0 GAS
-0- VAULT/
IFUTURE LIE =
CE)
::$SMH
GE 3
/SDMH IE 31
RIM 37-38 IE 31
IE M39 - 42" W HE 31
IM -32�/
31-05 36" S
6.82
IE
E 321 8 24". E
IE 34.38 24 1 N
'y
!E 33.0
HW-2021(,44.2'
RT-
20 P
I
I
...
HEADWA
LIMITS
12" WATER LINE
t: T-
I
Ej
CB-11-48
GE 35.0
IE 30.0- 2:: N
E 299 2 OR 15 "S
WL 30.2
20T. 28 1 0 0
4-1-- - -- L ------- _ - -12 "C
CS #4, TYPE 1 205
------- --------------- - --
Existing 24" Storm
storm - - - -_-
NOTES
1. The North Knockout for C13 # 3 shall be made
large enough for Existing 24;' CONC. and future 36" CONC.
COPAILL 48 HOURS
2. Locate new Type I CB's in the gutter line.
BEFORE YOan DIG
U
3. Revised from original plan storm drain note 13- (CB # 1),
change 72" C.B. to 84" C.B. 1-800-424-5555
HW-200+00 HW-201+00 HW-202+00 HW-203+00 HW-204+00 HW-205+00
I STA HW- 205 +10(13 FT RT)
SOLID LID LOCKING
I
RIM EL = 35A I
ILE: 30.14 (SOUTH)
02
I P ti �A Ain
1 . -RTH)
_2
LE, 32.70 (SOUTH
(30,44
AST) : 3" D. 1,
IFUTURE LIE =
t
CB #6 TYPE I STA HWI 200 +471.7' R T)
AND GRATE - LOCKING, in Curb Line
FRAME A
CB #1
SOLID,
(TYPE 11
I�G
�ID+ 7 LOCK,
STA HV 200+62 15
' R T)
HW-2021(,44.2'
RTX
I
I
...
HEADWA
LIMITS
E- = 34.1) (NORTH' )�
12 LF 8' b I s-oiq
-J?JM FL
LE..
X I E.
�9,28 (NOR
�9�28 (WES
4
-H)�
EXISTING
t: T-
I
Ej
CB-11-48
GE 35.0
IE 30.0- 2:: N
E 299 2 OR 15 "S
WL 30.2
20T. 28 1 0 0
4-1-- - -- L ------- _ - -12 "C
CS #4, TYPE 1 205
------- --------------- - --
Existing 24" Storm
storm - - - -_-
NOTES
1. The North Knockout for C13 # 3 shall be made
large enough for Existing 24;' CONC. and future 36" CONC.
COPAILL 48 HOURS
2. Locate new Type I CB's in the gutter line.
BEFORE YOan DIG
U
3. Revised from original plan storm drain note 13- (CB # 1),
change 72" C.B. to 84" C.B. 1-800-424-5555
HW-200+00 HW-201+00 HW-202+00 HW-203+00 HW-204+00 HW-205+00
CB,#;3 TYP[ 11 - 72"
I STA HW- 205 +10(13 FT RT)
SOLID LID LOCKING
I
RIM EL = 35A I
ILE: 30.14 (SOUTH)
I P ti �A Ain
1 . -RTH)
_2
LE, 32.70 (SOUTH
(30,44
AST) : 3" D. 1,
IFUTURE LIE =
ORTH) 36"1 CONIC.
CB #6 TYPE I STA HWI 200 +471.7' R T)
AND GRATE - LOCKING, in Curb Line
FRAME A
CB #1
SOLID,
(TYPE 11
I�G
�ID+ 7 LOCK,
STA HV 200+62 15
' R T)
I
I
...
. . +
E- = 34.1) (NORTH' )�
12 LF 8' b I s-oiq
-J?JM FL
LE..
X I E.
�9,28 (NOR
�9�28 (WES
4
-H)�
EXISTING
ROUND ELEV�TION
�#Z TYPEA
rn-
RIM EL
IE = 29
72"
3 (A�PF
37 (NORTH)
STA-2024-9@:(15�
k-KINU
OXIMATE)
FT I R T)
4 TYPE I ST
FRA, ]AND GRATR
HW- 204+05(17 FT RT)�
-LOCKING !LOCATE IN CURB LINE
CB,#;3 TYP[ 11 - 72"
I STA HW- 205 +10(13 FT RT)
SOLID LID LOCKING
I
RIM EL = 35A I
ILE: 30.14 (SOUTH)
I P ti �A Ain
1 . -RTH)
_2
LE, 32.70 (SOUTH
(30,44
AST) : 3" D. 1,
IFUTURE LIE =
ORTH) 36"1 CONIC.
EX. 4 CONC. PIPE
LL . - * . � I . I I � I RIM qL - 35;1
Z 9�28 (SOU HEAST)
(AHPX. ELEVATKN� IZ:- 29.�7 (SOUTH) Future 3b'
I.E. V .3a(30 (NOR�H).
1:E.= 175 is-O UT-F �L
By Mer
TOI BE REMOVE[) I.E7 TIELID. LOCATE WES Is
------ ------
36" STORM
'P
P
36"
S�TORM PIPE
220 LF s 0 00 6 ft ft
228 Lr s=0.0026 -ft/ft MC
REINFORCED RTE. QLA�S� IV
--30
Existing EX. !STREET LIGHT ING CONDUITI cc
.1" PVC DEP K OP, APPX
R L -2'.. CXTE ABOVE 1 NE7W 33'6`3"S R . M PIPE IPE'
LC
b, CITY OF RENTON
EX 2"-4" PVrC PO ER CONDUIT
G:.
DEPARTMENT OF PUBLIC WORKS
TO BE ryrELOCATfD BY OTHERS
RECOMMENDED FOR COMPLIANCE
HECKED� HOUSER WAY NORTH STORM LINE
.110RAM'RgVAL
TO 011. $T,ANQA19r.)S REPLACEMENT PROJECT
-21-96
7 =,96 FIL\E NA )E
U MD(TSON\STORIV
20' ROUSER DW,\ PLT
NO" _'0
re"
O-d d-
ror h I
•-74 7- ;.v- e Fill, ht
-B-
1 dimemions; d j1z'! GI z5- tG d -j, ,22/96 DESIGNED
0 FILE NAME
IFEN P DATE: 6/1
revisio is prepared '�y'
be A U:\MDOTSON\STORM
havo rlc
record drqq ah D
e- re5dit , En ranao.is -I HOUSER.DWG\.PLT
2ate L=aa-_�MG verifie by Entranco, ks . , CHECKED
)pro riateness 0;
OF: I
responsible for t1`6:a'cuT2cy; 4 djo thL,,. NO. REVISION B� APPR. DATE APPROVED: SHEET: 1
JOM117
I CQ__pj gab�LS *Ot Such information dep cte reccrd drawing notations.
amV
0
z