HomeMy WebLinkAboutD-329606Wa
co
0')
M
CB
8, TYPE �
- ------
L W/
BI-DIRECTIONAL
GRATE
-
N
ASPHALT BERM,
RIM
EL 36-9-.2
5
F2- ❑ 1
CL
CR-9. r&F
11
APPROX 4"
HIGH
12
IE=130&.--"Z()r
305.2 0
F2_1 CB-7A,
TY
1NI
W/ STD STD
RATE
CB
10, TYPE
1
C
-6A, TYPE
1 L W/
ASPHALT
BERM,
W/
OPEN CLRB-'FACE
NLET
CHANNELI
E
ED
W/
OPEN CU
B FACE 114LET
CB-6
BI
-DIRECTIONAL
-EL
GRATE
APPRDX
4" HIGH
CB
-7
� 305.00
El
=305-
RIM EL 3
5.00
RI
Mi
RI h
0
0
EL 304.3D
12 IE=299.85
RIM
r
It
IE=301
P10
305.97
EX GROUND
12-'
-
IE-
302.8±
302.8±
M12
12"
IE=300.70
-EL
GAS
2N"K
--.-
P9
EL 305.3'
CB-3
EX GROUND
SURFACE--\
EX GROUND
SURFACE---N
EX 12" SD
1E 309.5
-I
WS
---
L
1
--
I
r
'I-,
A
1 41-
0
%e
0
---------
VEX 12"
-305--
SD
305
Aj
305
PROTECT
TREE
1E 305.1
ROOTS FROM
12-1
DAMAGE
WHILE
Q
INSTALLING
CB
w
N
\-34 LF
68 LF
L
J
12 LF
12" CPE
SD
12" CPE
'D
12" CPE
SD
295
]T
fl^=
0 0.050
0--
00.0656
-0-4-�
00.171
81)
LF
32 LF
295
295-
1 12"
CPE SD
12" CPE
@
0.026-
0 0.026-c;D/
NE 2
nd S
DAYTON
AVE'
N E
DAYTON
AVE
NE
-- - -------
CB-6, TYPE
91 48"
W/ RING
AND COVER
STA 4+43.43
GENERAL NOTES:
RIM EL 305.50
12" IE=300.21
1. PROTECT EXISTING UTILITIES FROM DAMAGE.
VERIFY DEPTH IF EXISTING UTILITIES PRIOR
TO CONSTRUCTION. NOTIFY ENGINEER OF
ANY CONFLICTS.
11 W/
CB-7,
TYPE 2, 48"
F2-1
CB-2A, T�PE
2", 48"
1
BI-DIRECTIONAL
GRATE
W/ RI
G AND C_ OVER
2. EXISTING UTILITY LOCATIONS ARE
0 CITY TO
SERVICES
RELOCATE
AT P4,
WATER
P5 TO
NO SUMP
W/ RING
AND COVER
CB --3,
TYPE
2", 48"
CB-4,
TYPE 1 L,
STA
RIM
3+99.34
EL 303.50
STA
RIM EL
4+83.58
305.90±
F-2-1
APPROXIMATE, NOT ALL UTILITIES MAY BE
SHOWN. CONTRACTOR IS RESPONSIBLE FOR
12"
IE=299.55
12" IE=:300.74
LOCATING ALL UTILITIES. CONTRACTOR SHALL
ABOVE
NEW STO'RM
PIPE.
STA 1+81.0
CHANNELIZED
CHANNELIZED
W/
COORDINATE WITH FRANCHISE UTILITIES IF
RIM EL 297.5±
W/
RING AND
COVER
BI-DI
ECTIONAL
GRATE
EL 302.
68
-
1
PIPING IN CONFLICT.
r,
12"E IE = �.92.40
STA
2+77.20
STA
+35.41
8- w
12"W IE=291.00
RIM
EL 303.70
RIM
L 301.80
EX GROUND
;rK
3. PIPE LENGTHS ARE APPROXIMATE AND
I
12"
IE=297.72
12" lf=298.59
SURFACE
MEASURED FROM CENTER OF STRUCTURE.
305
CR
- 2, TYPE
I I
-----P2-
IDENTIFIED PIPE INVERTS ARE ALSO BASED
-
-
N
1
305
AZ
STD GRATE
EL 292.62
ON STRUCTURE CENTER LOCATION.
F2-1
STA
1+57.01
3-TEL
& PWR
CB- 1, TYPE
2, 48
RI
EL 294.90
L
4. ALL CATCH BASIN GRATES AND LIDS SHALL
W/ RING
AND COVER
12'
IE=290.91
P1
TEL
EX GROUND
SURFACE
-------
BE LOCKING.
300
EL
STA 1 +00.0
P5
P4
P3
293.14
PWR
LOC
UNK
------
RIM EL 2
4.00
EL 290.62
EL 291.17
EL- 293.0
PWR
G A S
LOC
UNK
------
0
12" IE=2"c
0.20
..91* ws
K
1�v ws
K
YLWYC
NK
NKZ
4* SS
CONSTRUCTION NOTES-
EX 12" IE=290.7±
of 1 r-
0
0
P7
EL 297.93
LOC UNK
(1E
APPX
295-EX
1 POTHOLE AND SURVEY LOCATION OF
12
44
LF
40 LF
1E 297.9
:t
F21
0
0
58 LF
8
64 L.F
12"
CPE SD
�?j
-YS'
12"
CPE SJD
EXISTING UTILITIES.
�01
000
12" CPE
SD
SD
APPX
1E 296.0
12"
CPE SD
SID]
@
0.015
-0-
317�
N
�q
0
r
0
0
@0.015
®0015
@
0.0133
k-
c)
290
A
I
6�!�
0
-
---- --- -----
4" SS
LOC
--
96 LF
8" S
290
D-329606
Ip
UNK
"
SD
APPX
S
Z�
@ 0.056
1E 290.8
APPX
IE 288.5
24 LF
DAYTO
\1 AVE
N E
285
-
57 LF
F2fl
12" CPE
SD
----
285
12" CPE
SD
@ 0.0037
@ 0003-7
CA
AS AVE
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PAS
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ORIGINAL PLANS STAMPED BY:
JEFFREY S. KRESHEL ON:7/28/08
w
>-
PE #32796 EXPIRES:
CALL 3 WORKING DAYS BEFORE YOU DIG
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Kevised 1 013%10b 1-800-424-5555
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1 ReAsed Gas Location -Da yton. Added Pothole-Cam DWC 8/27 08 ScmF- VEffnCAL- NAVD 19M CAM
BHC Consultants, LLC RECOMMENDED - KPG H: 1"=202 WRMWAL WD 19W/1991 CITY OF RENTON 07-25-08
1 121 Ad Pothole Info, Revised Design and Profile, 41006 CITY OF
hl,� 720 Third Avenue, Suite 1200 w=d11-- 4A FEUMXM*
FOR APPROVAL P At 16 9 OT2/108 RJS VL V: 1 "=5'
Seattle, Washington 98104-1820 CE 1 -3, C137-8, Added C13-2A, DWC DAYTON AVE NE/NE 22ND ST
RENTON
By Daniel Carey 7/25/08 MVM: PAW-
- PLS DRAINAGE IMPROVEMENT PROJECT
P 206.505.3400 ONE MW DATUM DPAWING NO.
206.505.3406 (fax)
AT MM WALE Planning/Building/Public Works Dept. C-3
BY WN IF NW ONE MM
vmw.bhcconsultants.com - - PROFILES
NO. Aw-� SCNE XCOFUNMY
REVISION BY DATE APPRI 6C 6 OR 8
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