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DELA MAR DRI VE mo
SEE SHEET 10 rn M
10
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NEWCOMB COURT
1
1
36
CONSTRUCT/ON NOTES
O3 —CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE.
4—CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE.
O5 --CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. SEE SHEET 14.
707—CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1,
SEE SHEET NO. 6.
0 --CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 3214 SEE SHEET 6.
12ONSTRUCT MANHOLE MODIFIED A.P.W.A. STD. PLAN 3214 SEE SHEET 6.
L = SHOWN ON PLAN
CURVE Z LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
®
N44°56'03"E
38
19.80'
-
®
N33014'40"W
-
S(? UARE
TOP LANE
C
CONSTRUCT/ON NOTES
O3 —CONSTRUCT 24" R.C.P. D -LOAD PER PROFILE.
4—CONSTRUCT 18" DIA. R.C.P. D -LOAD PER PROFILE.
O5 --CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. SEE SHEET 14.
707—CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN 340-1,
SEE SHEET NO. 6.
0 --CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 3214 SEE SHEET 6.
12ONSTRUCT MANHOLE MODIFIED A.P.W.A. STD. PLAN 3214 SEE SHEET 6.
L = SHOWN ON PLAN
CURVE Z LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
®
N44°56'03"E
-
19.80'
-
®
N33014'40"W
-
31.06'
-
C
32050'32"
22.50'
12.90'
6.63'
OD
N57005'31"E
-
19.18'
-
F
C
C
RECORD DRAWING BENCH MARK. 8-17 BASIS OF BEAR/NGS LINE D G
CALTRANS BENCHMARK 18-17. A THE BASIS OF BEAR/NGS FOR THIS MAP /'" G THESE RECORD D'RA INNS HAVE SEEN PREPARED, IN c
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THE, SOUTH LEG OF AN SCE TOWER SHOWN AS N00'1235 E ON REG�ORD i� No. 3 637 FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE c
343 NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY AP FILED IN
OF SAN SEVA/NE RD., 2.6 M/ WEST R.S.B. 111/99-103�� �'� RESPONSIBLE FOR ANv ERRORS OR OMISSIONS WHICH
OF SIERRA AVE. HAVE SEEN INCORPORATED INTO THE DOCUMENTS AS T
ELEVATION: 1428.609 n� J�` !d RESEILTTHERImOF.
REVl570N DESCRIPTION DA7F ENGl4 CITY DATE ~� J:� .�- C
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : �%4 0 � /4A �%�FORN� <
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COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL e�PR IAF MADOILEAM W STORM DRAIN IMPROVEMENT PLAINS
DRAWN BY
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE SCALE
w � No. 36637 c rn 10601 CHURCH STREET STE. 107 TRACT % NO 's�27 .5
RANCHO CUC MO GA, CA 91730 MA /KK A S SHOWN
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp: 06-30-04 PHON 909) 948-1311 DESIGNED BY- DATE.• r
T C/V1 ��EF l�n JULY 2003 u
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN FOFca��F� ate : �I�4 CHECKED By.-'—',APPR D B . DRAWING NO.: T
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G- Z � ONLY ` EFFECT. WENDELRCE �3L. IWATSURU EXP. 06-30-04 15 3516
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