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N LINE 'C
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LO
76 75
77 O
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
24" R.C.P.-
REVISION DESCRIPTION
SCAI-E IN FEET
0 40 80 120 160
CLEG HORN COURT
58
57 OL,q T C
W=7, V=5.88
STR. STA. 10+62.9
C. L. CB C8
W=7, V=6.5'
10+3276 J.S. IP
A=65'25; B=18"
L 27 , D =24"
w-- w
L.A T C-8
B ` IS
b LAT. C—
294.00'
MOUNT ISLIP
PLACE
L=30.02'
5
41
44
B-18"
N
j
-
56
Lo
78
�3
22.50'
8.34'
TRACT NO
0
48°20'28"
22.50'
18.98'
10.10'
OF
N89051'35"W
-
2.00'
-
OG
N41031'07"W
-
6.29'
-
m o
16427-3
OEM
�.�
Qm�
42
43 LAT C-7
STR. STA. 10+59.50
Q v ON
c
3
LAT C-
N50'1545"
Lu N30'42 45 E
J L=56.03'
C.L. CB C7
W=7, V=6.56'
L=21.84'
c
PL
LO
. I _LOc�
N LINE 'C
Lor
z
tJ LTi
LO
76 75
77 O
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
24" R.C.P.-
REVISION DESCRIPTION
SCAI-E IN FEET
0 40 80 120 160
CLEG HORN COURT
58
57 OL,q T C
W=7, V=5.88
STR. STA. 10+62.9
C. L. CB C8
W=7, V=6.5'
10+3276 J.S. IP
A=65'25; B=18"
L 27 , D =24"
w-- w
L.A T C-8
B ` IS
b LAT. C—
294.00'
N50'15'45'E
4NN
L=30.02'
��
A=60'
co h
B-18"
N
C=1.69'
-
54.97'
Lo
78
�3
22.50'
. I _LOc�
N LINE 'C
Lor
z
tJ LTi
LO
76 75
77 O
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
24" R.C.P.-
REVISION DESCRIPTION
SCAI-E IN FEET
0 40 80 120 160
CLEG HORN COURT
58
57 OL,q T C
W=7, V=5.88
STR. STA. 10+62.9
C. L. CB C8
W=7, V=6.5'
10+3276 J.S. IP
A=65'25; B=18"
L 27 , D =24"
w-- w
L.A T C-8
B ` IS
O
73 72 �� � o N m 71 ZLl
U 3 tLL � u�� RECORD DRAINING
,Q No. 36 37
6 I e v#� A. THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
5PART, ON THE BASIS OF INFORMATION COMPILED AND
C `1I FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
r RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF
I i r I I -:F ( _a
■n
13003'36"
294.00'
67.01'
4NN
®
��
O
�m0�0
26.13'
N
II
-
54.97'
Lo
m e1'
O
73 72 �� � o N m 71 ZLl
U 3 tLL � u�� RECORD DRAINING
,Q No. 36 37
6 I e v#� A. THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
5PART, ON THE BASIS OF INFORMATION COMPILED AND
C `1I FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
r RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF
I i r I I -:F ( _a
■n
13003'36"
294.00'
67.01'
33.65'
®
60017'34"
45.00'
47.01'
26.13'
OC
N23054'07"E
-
54.97'
-
OD
21014'18"
22.50'
8.34'
4.22'
0
48°20'28"
22.50'
18.98'
10.10'
OF
N89051'35"W
-
2.00'
-
OG
N41031'07"W
-
6.29'
-
OEM
CONSTRUCTION NOTES
(D—CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROFILE.
( --CONSTRUCT 30" DIA. R.C.P. D -LOAD PER PLAN.
3 -CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE.
a—CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE.
(D—CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 300-2. SEE SHEET NO. 14.
(D—CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1. SEE SHEET NO 13.
a8 —CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
SEE SHEET NO. 13.
�-CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-1. SEE SHEET 14.
CURVE / LINE DATA TABLE
ITEM N0. DELTA/BEARING RADIUS LENGTH TANGENT
®
13003'36"
294.00'
67.01'
33.65'
®
60017'34"
45.00'
47.01'
26.13'
OC
N23054'07"E
-
54.97'
-
OD
21014'18"
22.50'
8.34'
4.22'
0
48°20'28"
22.50'
18.98'
10.10'
OF
N89051'35"W
-
2.00'
-
OG
N41031'07"W
-
6.29'
-
L UbbJ rtNK LANL
9EGof,-D ,DWG.1t1R7"R.4cT IG427-3 &XY
L
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BENCH MARK: / 8-17 BASIS OF BEARINGS. • c
CALTPANS BENCHMARK8-17. A THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF LYT1,E CREEK RD.
THE,SOUTH LEG OF AN SCE TOWER SHOWN AS N00'1235 E ON REeORD
343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY BLED /N
OF SAN SEVA/NE RD., 2.6� M/ WEST R.S.B. 111199-10J
OF SIERRA AVE. c
ELEVAnON.• 1428.609
DA 7E Eva? ci7Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : C�OFfVWANA, CAUFORNM �
°FESS/
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �e��R L / �F� DaEAAW PREPARED JV TIE OFRCE W. STORM DRAIN IMPROVEMENT PLANS
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SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w � No. 36637 c m 10601 CHURCH STREET STE. 107 DRAWN BY TRACT O �� A A' A scALE•
MA /Ks TRACT IV 42 _3 AS SHOWN
Exp: 06-30-04 RANCHO CUC MO GA, CA 91730 f
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING k� PHONE ?909 948-1311 DEsIGNEDEF Y• iE �C DATE T
AUGUST 2003
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN 9TFOFCA F� y Date !f 04 CHECKED BY APP VE / DRAWING NO.. -
4 T
EFFECT. Rc 36637 EXP - -04 _ `c1 3516 14
WENDELL L. IWATSURU GB CITY ENGINEER R.C.E. 51152 DATE -
J:\126-1769\storm\sd04.dwa. 02/19/2004 09:15:26 AM. DM
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