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LINE 'B'
3+00 2-F00
PROPOSED FINISH SURFACE
OVER CA OF PIPE
rr-�
� i! $�
II
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VERT. T-4'
PROPOSED FINISH SURFACE
OVECA OF PIPE
CONSTRUC ; PARKWAY DRAIN
PER STREEt IMPROVEMENT PLANS
FOR TRACT NO. 14573
Cl Inc' DATA
DELTA RADIUS LENGTH TANGENT
A 45'00'00" 22.50' 17.67' 9.32'
B 84'04'08" 45.00' 66.03' 40.57'
No. ,
* Ev.w°t
"RECORD DRAWINGS"U MONTREAL DRIVE
SEE IMPROVEMENTS FOR TRACT 14573-1
LINE "B"
TZ�CO� i? ���6►Wi_NG'S
PAU R. NVOOLESTON, JR. DAZE
QROFESS/pN
~ No. 5275 Z
* Exp.9/30/99
OF CA1.
�G•
a: a:
U Lj
00 200
1610
0m
m W
C) N
O N
O O
I� �
N V)
CONST. 19.74 L.F. 118" R.C.P., D-1500
LINE 'D'
0+00 1+00
CONSTRUCTION NOTES:
--CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 8.
(D—CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1.
13 REMOVE EXISTING 36" TEMP. INLET STRUCTURE
14 REMOVE INTERFERING PORTIONS OF 24" C.S.P.
15 CONSTRUCT 42" INLET STRUCTURE PER DETAIL ON SHEET 3.
16 CONSTRUCT 24" C.S.P., 16 GAGE
GRAPHIC SCALE
40 0 20 40 8o 180
6-1 WTI
I Ill Ill- 7777-1
( IN FEET )
1 inch = 40 ft
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT—
DRAWNThe s Consulting Group BY
STORM DRAIN IMPROVEMENT PLANS SCALE:
6 Morgan, Suite 100 LCS of of HORZ.• 1 "=40'
Irvine, California 92618 DESIGNED
BY LINE B VERT.: 1 "=4'
(714)587-3012 FAX (714)472-3176 CHECKED BY TRACT NO. 14573-2 DATE: 01 /06/98
P.,ECoR o¢�►W Ititq S TR• 14573 PRH .�1t`• i 9�3 02 PREPAR D U DE HE SUPERVISION OF: SES PLAN AND PROFILE
"RECORD DRAWINGS- ZR 145`13-2 Id Ib -� _ 34 _qg JOB NO. DR. NO. SHT. N0.
REVISIONS APPROVAL DATE APP O AL DATE THOMAS A. PETERSEN R.C.E. 35275 DATE: APPROVED
CITY ENGINEER R.C.E. 25126 Z-5qb 40F 8
yL
a
m
J
C�
�_
U
W
U
�o
z
N
U
LINE 'B'
3+00 2-F00
PROPOSED FINISH SURFACE
OVER CA OF PIPE
rr-�
� i! $�
II
11
V.
6
k465r,,,,
735.2
W.S.
4_
m U N N
m W U C7
Z
U U N m
Z
U -)
U W j
LO J Z C)
O U O� O 1
VERT. T-4'
PROPOSED FINISH SURFACE
OVECA OF PIPE
CONSTRUC ; PARKWAY DRAIN
PER STREEt IMPROVEMENT PLANS
FOR TRACT NO. 14573
Cl Inc' DATA
DELTA RADIUS LENGTH TANGENT
A 45'00'00" 22.50' 17.67' 9.32'
B 84'04'08" 45.00' 66.03' 40.57'
No. ,
* Ev.w°t
"RECORD DRAWINGS"U MONTREAL DRIVE
SEE IMPROVEMENTS FOR TRACT 14573-1
LINE "B"
TZ�CO� i? ���6►Wi_NG'S
PAU R. NVOOLESTON, JR. DAZE
QROFESS/pN
~ No. 5275 Z
* Exp.9/30/99
OF CA1.
�G•
a: a:
U Lj
00 200
1610
0m
m W
C) N
O N
O O
I� �
N V)
CONST. 19.74 L.F. 118" R.C.P., D-1500
LINE 'D'
0+00 1+00
CONSTRUCTION NOTES:
--CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 8.
(D—CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1.
13 REMOVE EXISTING 36" TEMP. INLET STRUCTURE
14 REMOVE INTERFERING PORTIONS OF 24" C.S.P.
15 CONSTRUCT 42" INLET STRUCTURE PER DETAIL ON SHEET 3.
16 CONSTRUCT 24" C.S.P., 16 GAGE
GRAPHIC SCALE
40 0 20 40 8o 180
6-1 WTI
I Ill Ill- 7777-1
( IN FEET )
1 inch = 40 ft
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT—
DRAWNThe s Consulting Group BY
STORM DRAIN IMPROVEMENT PLANS SCALE:
6 Morgan, Suite 100 LCS of of HORZ.• 1 "=40'
Irvine, California 92618 DESIGNED
BY LINE B VERT.: 1 "=4'
(714)587-3012 FAX (714)472-3176 CHECKED BY TRACT NO. 14573-2 DATE: 01 /06/98
P.,ECoR o¢�►W Ititq S TR• 14573 PRH .�1t`• i 9�3 02 PREPAR D U DE HE SUPERVISION OF: SES PLAN AND PROFILE
"RECORD DRAWINGS- ZR 145`13-2 Id Ib -� _ 34 _qg JOB NO. DR. NO. SHT. N0.
REVISIONS APPROVAL DATE APP O AL DATE THOMAS A. PETERSEN R.C.E. 35275 DATE: APPROVED
CITY ENGINEER R.C.E. 25126 Z-5qb 40F 8