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19 SEE SHEET N0.A �, �, / @t9 g 1
`�. ri"'� ' I f '1
0
1016 5' 24 AND GRADING PLAN R/W LOT 5 PUBLIC �. f �• ���
SOP '2 L E LOT 1 LINE C-
REMOVE & REPLACE IN KIND
UTILITY R W s j
EXISTING BARRICADE AND SIGNAGE EASEMENT SEE SHEET 7
QVgFESs/�
Vi O m AS REQ'D TO CONSTRUCT S.D. AUTO CENTER PLA
p � CALTRANS R jj W�''� �� PLACE
N V' / , '' > SEE SHEET NO. 7
�.
CV Z O Z W T) i) . ?201.5 `�
0 0 Wt -
CONSTRUCTION NOTESs
p 1 -CONSTRUCT 24" DIA. R.C.P. - 1750 DLOAD ��T� �r AL
OF C�IF o�X''
w 6 CONSTRUCT 48" DIA. R.C.P. - 1350 DLOAD28 CONSTRUCT J.S. NO. 4 PER LACFCD STD NO. 2-D193
00 DIA. R.C.P. - 1350 DLOAD (SEE DETAIL NO SHEET NO. 2C)
7�- CONSTRUCT 51 " 30 ��R.C.P.-2000D
10 CONSTRUCT M.H. NO. 2 PER LACFCD STD. NO. 2-D184 CONSTRUCT 18 DIA.
(SEE DETAIL ON SHEET NO. 2) 32 REMOVE EXITING CONCRETE ROAD LOCATED UNDER
ASPHALT WITHIN LIMITS OF AC REMOVAL FOR CONSTRUCTION
12 ONSTRUCT C. B. NO. 1 PER LACFCD STD. N0, 2-D160 (W=3.5') OF SCHEDULE 2 MAINLINE (BY STREET CONTRACTOR)
(SEE DETAIL NO SHEET NO. 2) 45 ADJUST MANHOLE TO GRADE
13 CONSTRUCT C.B. NO. 3 OER LACFCD STD. NO. 2-D163 (W=10')
(SEE DETAIL ON SHEET NO. 2)
19 CONSTRUCT 3.5' X 6' R.C.B. PER CALTRANS STD
80 & D82, USE REINFORCEMENT FOR 4 X 6 R.C.B.
SEE DETAIL ON SHEET 2A)
20 LOCAL DEPRESSION NO. 2 PER LACFCD STD. NO. 2-D88
SEE DETAIL ON SHEET NO. 2B) PLANS PREPARED DER THE DIRECTION OF: No: Description:
22 -CONSTRUCT T.S. NO. 1 PER LACFCD STD. NO. 2-D235
(SEE DETAIL NO SHEET N0. 2A)
23 JOIN EXISTING CONCRETE CHANNEL PER DETAIL ON 9
SHEET N0. 2A '
24 CONSTRUCT 24" DIA. RISER SEE SHEET NO. 2A J. KAPP . E. # DATE
( % MY REGISTRATION EXPIRES 9-30-97
52: PROTECT-MA'INLINE_PER LACFCD-STD 2- D2S(
0
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
N 38-4611 &' E
28.00
Q
3955'26"
45.00
30.57
15.90
Q
N 00'09'08" W
2.33
Q
N 00'O9'08"W
399.00
Q
N 0909'08" W
259.50
Qs
N 00'09'08" W
404.50
2" GAS LINE TO
BE ABANDONED BY
S0, CAL GAS CO.
O ,
0
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
Q
N 02'43'12"W
124.67
Q
N 0605'41'E
98.13
Q
N 61-00140"E
68.00
N 56' 14'09" E
62.64
N 89'47'59" E
39.07
REVISIONS Engineer City BENCHMARK:
Approval Date: Approval Date:
PK NAIL IN LEAD 6.46' WEST OF wE:ST END. OF
CURB RETURN NORTHWEST CORNER OF INTERSECTION
OF CITRUS AVENUE AND SAN BERNARDINO AVENUE,
CITY OF FONTANA DATUM. ELEVATION = 1136.67
A550_6IATiES.INC.,
CML ENGINEERS, LAND PLANNERS
LAND SURVEYORS
2002 IOWA AVE. SUFTE 110
RIVERSIDE, CALIFORNIA 92507
(909) 381-3r6G
SEE SHEET NO. 8 ( ! �M
� ff -
6 MEDT I
32 SUBDRAI�
C NO. 6
1+41.34 ST. 20
3 540 }`
CATCH BASIN NO. 3 OLD SURVEY
CONTROL LINE
W =10' V = 7.62' REMOVE AND REPLACE'
LACFCD STD. NO. 2D163
SEE SHEET NO. 2 CONCRETE DRIVEWAY IN
KIND. PROVIDE ACCESS F
OWNER AT ALL TIMES. NO
SEPARATE PAYMENT SHALL
LICE OC -2 BE MADE
SEE SHEET NO. 8 13 CL CB NO. 5
540+56.18 ST, CATCH BASIN NO.3
W=10', V=7.10', LACFCD STD
NO 2D163, SEE SHEET NO 2
12 �- CB N0. 5A
540+10.04 ST, CATCH BASIN NO.1
W=3.5', V=4.02', LACFCD STD
NO 2D160, SEE SHEET NO 2
CITY OF FCALIFORNIA
Drawn R Jy: STORM DRAIN PLANS Scalps SHOWN
Designed by: CATAWBA AVENUE Date:
G.M.
Checked by: 64-- Dwg. No.
Approved: ._. est., //• S• y5/
R.S./G.M. It CITY ENGINEER R.C.E. 25126 Z 3 30 13
ft\2030\006\1205.0M PLOT SCALE: Ym1•