HomeMy WebLinkAboutSWP2703296.6cN
CB
8, TYPE
L W/
tr�-
BI-DIRECTIONAL
GRATE
N
SPHALT BERM,
RIM
EL 309.2
®
p11
PPROX 4'
HIGH
12"
IE=
305.20
�
07
W/ STD G
RATE
CB
10, TYPE 1
C
-6A, TYPE
1 L W/
-ASPHALT
BERM,
W
OPEN C
RB FACE
NLET
CHANNELI
ED
W /
OPEN CU B FACE II
LET
CB
6
BI
-DIRECTIONAL
_GRATE
APPR
X 4" HIGHCB-7
EL 305.00
_
EL 305.
_
0
RIM EL 305.00
Mr
RI
_
304.30
12" IE=29
.85
�R�IMEL
_ _
" IE=301.
EL 305.97
IX GROUND
12
I E- ,
302.8 i
12"
IE=300.70
D�r
GAS
Lge
P9
EL 305.3
SURFACE
CB
3
IX GROUND
SURFACE
I
SURFACE ND
IIX3r 5
--� NK
Ws
Of
-
I
V-- IX 12"
SD
PROTECT
TREE
IE 3051
P
ROOTS FROM
I
2
DAMAGE
WHILE
300
1
INSTALLING
CB
%0%~
34 LF
68 LF
L
12 LF
12" CFIE
SD
12" CPE
SD
2" CPE
RD
0.050O-G.-07-'a0.0656
0.171
295-
8
LF
32 LF
12"
CPE SD
0.026
12" CPE
@ 0.026
D
NE 2
n d ST
DAYT
N AVE-N
E
DAYTO
N AVE
NE
i
"
_
W1 RING
AND COVE
STA 4+4
GENERAL NOTES:
.43
RIM EL 305.50
12" IE=3
0.21
I
1. PROTECT EXISTING UTILITIES FROM DAMAGE.
I
VERIFY DEPTH IF EXISTING UTILITIES PRIOR
TO CONSTRUCTION. NOTIFY ENGINEER OF
ANY CONFLICTS.
CB-7,
TYPE 2,
8"
20
CB-2A,
PE 2", 4
I
BI-DIRECTIONAL
GRATE
I
W RING
AND COVER
2. EXISTING UTILITY LOCATIONS ARE
2 CITY
❑
RELOCATE
WATER
NO SUMP
STA3+99.34
STA
4+
3.58 F
APPROXIMATE, NOT ALL UTILITIES MAY BE
SERVICES
AT P4
P5 TO
W/ RING
AND COVE
CB
3, TYPE
", 48"
CB-
1 L
RI
EL 303.
0
RIM EL
305.90f
SHOWN. CONTRACTOR IS RESPONSIBLE FOR
ABOVE
NEW STORM
PIPE.
STA 1 +81.0
CH
NNELIZED
CHAN
,TYPE
ELIZED
12
IE=299.5
12 IE
300.74
LOCATING ALL UTILITIES. CONTRACTOR SHALL
COORDINATE WITH FRANCHISE UTILITIES IF
RIM EL 2
7.5t
W
RING AND
COVER
BI-DI
ECTIONAL
GRATE
I
EL 302.
S
1
PIPING IN CONFLICT.
12"E IE=
92.40
STA
2+77.20
STA
+35.41
a" W
12"W IE=
91.00
RIM
EL 303.7
RIM
L 301.80
IX GROUND
I L
3. PIPE LENGTHS ARE APPROXIMATE AND
12"
IE=297.7
I
12" I
=298.59
SURFACE
_
_
MEASURED FROM CENTER OF STRUCTURE.
305
IDENTIFIED PIPE INVERTS ARE ALSO BASED
- -
Az
STD GRATE
EL 292.62
�
_
1
ON STRUCTURE CENTER LOCATION.
a
ST
1 +57.01
3 PWR
&
CB-1, TYPE
2, 48"
RI
EL 294.90
�
1F
I
4. ALL CATCH BASIN GRATES AND LIDS SHALL
W RING
AND COVE
12
IE=290.91
P1 EL
I TEL
IX GROUND
SURFACE
/
BE LOCKING.
300
STA 1 +00.0
(
293.14
PWR
LOC
UNK„WS
-300
RIM EL 294.00
EL 290.6
EL 291.17
IV WS
ELF 293.0
PWR
7pyGAS
LOC
UNK0
Q"
12 IE��2
0.20
L
L KL9e
4 SS
I
CONSTRUCTION NOTES:
EX 12 I
"
-290.7t
.k
°
I
P7
EL 29
Loc UNK 1
.93 (IE
2❑
? SS
APPX
W
295-JE:X
O1 POTHOLE AND SURVEY LOCATION OF
12--
I
I
44
LF
40 LF
IE 297s
--
�
-
®
°
58 LF
s
64
F
12"
CPE SD
.,
12
CPE SD
EXISTING UTILITIES.
o N
°
°
o00
12" CPE
D
A
IEE 296.0
12"
PE SD
.015
.
N
°
°
0
00.015
00015
@
31.0133
(Z'
290
a
'
0
Ss
LOC
96 LF
290
8" S
I"
1
UNK
� 12" CPE
SD
2sos
13 PX
1
88•5
AlAP
24 LF
@0.056
1'E
DAYTO
AVE
N E
2ss
57 LF
2-1
12 CPE
SD
285
12" CPE
SD
@ 0.003
4
@ 0.003
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AS A
E N E
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0+80 1 +20 1 +60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80
j
ORIGINAL PLANS STAMPED BY:
JFFREY S. KRESHEL ON:7/28/08
W
PE 02796 EXPIRES:
Z
�
J�
�o
CALL 3 WORKING DAYS BEFORE YOU DIG
Revised 10/3/08 1- 800- 424- 5555
0
W
CAM
1 Re ised Gas Location -Da on. Added Pothole -Cam s. DW 8 27 08 CITY OF RENTON
BHC Consultants LLC RECOMMENDED KPG � ►+oR¢�ar�r'r"'i�:�ra i�/�», •► 07-25-08
' 2 Added Pothole Info, Revised Design and Profile, H: 1"=20 CITY OF 720 Third Avenue, suite 1200 FOR APPROVAL 10 �z dos DWc 0 2 OE
C 1-3, C67-8, Added CB-2A, is VL V: 1 =5 DAYTON AVE NEME 22ND ST �°°"
Seattle, Washington 98104-1820 "u R E N TO N PAGE:
206.505.3400 BY Daniel Carey 7/25/08 °"�"" PLs - DRAINAGE IMPROVEMENT PROJECT D1�`""G "a
Y
ONE PCH DATUM
206.505.3406 �
(fax)
Planning/Building/Public Works Dept.JPROFILES �' _ 3
BY K F NN ONE NW
SLJA
x
www.bhcconsultants.com
NO. REVISION BY DATE APPR � ACCOMMLY sir. of
6 8