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EX. IE 8" PVC W=406.9'
EX. IE 8"CONC E=406.5'
EX. IE 12"CONC N/S=402.8'
rr\ NAIL/ VVAATLM
_ N=180,405.75
E=1,311,403.69'
JULIU LIU
CB RIM El IEE c0c W -A-- EX. RIM=408.75
EX. 8" CONC. W IE=407.4
IE=407.4
�24 LF 8" DIA.
LCPE SD ® 0.5%
KIM=4Ub.b
IE=407.52
CONNECT EX SD LINE TO NEW CB
NOTES:
1. SEE NORTH INTERSECTION
ENLARGEMENT PLAN THIS SHEET.
CB RIM .38'
IE 8 P SY1-407.0 p OFFSETS ARE TO CENTER OF
409
IE 8' C E=406.4'
G 1 I 1 05-912 IN � IE 12- cINC N,S-404.7 1 STRUCTURE, TYP.
162305-9021_1` _\ 62305-9020 .` \ I , ! I a C
I O �` - \ 1 1 1 / ! \ c \ I CB RIM EL 409.24'
° -�- �-. `` 1 0 \ ® CB �EL 409.40' I IE 8' CONC M1-407.0
I \\ ° C 2 R Y=409.8 3
LL4
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c� !1D TDCC C17C AK1 TI
- o 0 , ' °B 2, `TYPE 1, TYP. DESCRIP e p
Iiil 1 10 , Q C3 RIM=410.1 I (2) 25 LF 4 1 I z
I II '* �' 0 ?`� \ IE=407.3 111° DIA. PERF.
II 0 p I UNDERDRAIN1 010 I
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— 8"x6" WYE
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MATCHLINE — SEE SHT C3.0
CRLL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
l*
i.8PVC E =40 C III 1
CB TYPE —2- 1 MODIFIED
RIM=408.8
N
NORTH INTERSECTION ENLARGEMENT
SCALE: 1=20'
RECORD DRAWINGS 2/26/08 SURVEYED:
. DESIGNED:
Consulting Engineers KJH
1601 Fifth Avenue, Suite 1600 DRAWN. KWP
Seattle, Washington 98101-3665 CHECKED:
(206) 622-5822 Fox (206) 622-8130 DES
NO. REVISION BY DATE APPR APPROVED:
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
GRAPHIC SCALE
15 30 60 120
1 inch = 30 ft.
:114to] Oki IN1110211WIf1
THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE
CONTRACTOR'S REDLINED MARK—UPS OF THE CONSTRUCTION DOCUMENTS.
THE ENGINEER OF RECORD CERTIFYING THESE RECORD DRAWINGS HAS NOT
WITNESSED ALL ELEMENTS OF CONSTRUCTION AND IS NOT RESPONSIBLE FOR
ERRORS OR OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR'S REDLINES.
DATE:
HORIZONTAL: AD 1983/1991 C T Y O F NEW PARK AT N E 3 R D COURT 5 OOK:
RENTON 6
AND UNION AVENUE NE PAGE:
_
DATUM DRAWING NO:
Planning/Building/Public Works Dept. C3.1
STORM DRAINAGE AND CURB BULB GRADING PLAN SHEET: OF: