HomeMy WebLinkAbout5780-216+00
PROFILE SCALE
VERT: 1 in = 2 ft
HORZ: 1 in = 20 ft
w
D
z
w
IIIN
IN
- ---------
17+00
- - - - - -- - - - - -
- -- -------
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Q
L0
00
77--_
Sl
--------- . ..... ------
78+00
79+00
(N Lo
Q)
...... . . . .... . .
--------
20+00
21+00
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D
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O'
EDGE OF PAVING_
Z
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16+00 17+00 18+00 NOO*20'24"E 19+00
-A 20+00 21+00
SAW —CUT LINE
CUT LINE
x
X-L,.. . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . . .
0 . . . . . . . . . . . . . . . . . . . . . . .
_�E -OF PAVING... F�VWG 56
EDGE G
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1_,� .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A4_ 0 .. ... ..SAW —CUT �L LINE . . . . . . . . . . . . . . . . . . . . . N - V . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . _j bg . - . . . . . . . . . . . . . . . . .
16 . . . . . . . . . . . . . . . . .
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EXIST L001__��UTTL
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2 .Gd.• .. mot • • 1 II II � 2 N 6 8 .a, '.o a. � ________________ —__ _____—_ c�-��0
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x 41
40' 4
EXIST. SIDEWALK A
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RIGHT OF &Y
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-141-1 CURB RETURN DATA: APN: 0236-141-17
-141-21 APN: 0236 8 N + + n
APN: 0236 N k 0) Q) 4�
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Qt� F/R, N C)
CONSTRUCTION NOTES: N A=6625'19" dr
L=2J. 19'
T= 13. 09,
(D CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN
2a CONSTRUCT 8" P.C.C. CURB AND GUTTER PER CITY STD. NO. 1000 R= 15. 00'
2 A= 78*2 7'4 7" IMCN 13-012
U3 CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER CITY STD. NO. 1006 L =20.54' BENCH MARK: CITY OF FONTANA BENCH MARK NO. 517
O
CONSTRUCT 5.5" A.C. MIN. OVER 12" MIN. OF 957 COMPACTED NATIVE SUBGRADE PER CITY STD. NO. 400 T= 12.25' PK NAIL IN POLE 335739E AT THE NW CORNER OF REDWOOD AVE. ASP 13-006
AND SANTA ANA AVENUE BASIS OF BEARINGS IS THE CENTERLINE OF REDWOOD AVENUE ASP 13-006EX
5a SAW —CUT, GRIND AND OVERLY EXISTING PAVEMENT (0. 15' MIN.) BEING N00*20'24"E PER RS 146156 ASP 13-006R1
ELEVATION = 981.36
RELOCATE EXISTNG WATER METER REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA
(2) CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STANDARD NO. J001, S=J.5' UNDERGROUND SERVICE ALERT EHENRY C. POOUIZ
0 RELOCATE EXISTING GAS METER COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL C.SS/ HP ENGINEERING, INC. STREET IMPROVEMENT PLAN
0 ADJUST WATER EXISTING WATER VALVE TO GRADE CALLJOLL FREE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, co 1465 CRESTVIEW ROAD DRAWN BY: SCALE:
REDLANDS, CA. 92374 CADD AS SHOWN
0 No. 37037 rn
1-800 (909) 335-8239, FAX (909) 335-9940 REDWOOD AVENUE
Uj
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 1-D DESIGNED BY: DATE:
227-2600 Exp. 6-30-20
HCP 1-0665) REDWOOD AVE.,/,�P'N: 0236-141-18 10/30/18
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 1-n
C/ I CHECKED BY: APPR Eq, B DRAWING NO.
CF DATE: 5 -7 � TWO WORKING DAYS BEFORE YOU DIG STANDARDS IN EFFECT. L HCP DATE: 0 2
HENRY C. POQ41 0, R.C.E. 37037 CITY ENGINEER R.C.E. 51152 578 3
RIGHT OF WAY