HomeMy WebLinkAbout2991-10;.
x.
,
5.06
- - -
_i
U, : _ " u:.
b
( IN FEET )
1 inch = 40 ft.
Ul 6D s =1.* • 1
STREET LIGHT 22,000 LUMEN 1 EA.
6.5" AC PAVEMENT 24,650 S.F.
SAWCUT & REMOVAL AC PAVEMENT (MIN. 2') 1,824 S.F.
COMMERCIAL DRIVE APPROACH, W=35' 420 S.F.
8" PCC CURB AND GUTTER 605 S.F.
AC OVERLAY (MIN. 1" THICKNESS) 416 S.F.
CURB RETURN ACCESS RAMP 1 EA.
Prepared By:
Off( OF FONTANA, CALIFORNIA
ALLARD ENGINEERING
�FssH'q
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
COMMENCETWO YEARS OF DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT • - THE CITY ENGINEER i - REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTOTEMECULA,
CONFORMANCE WITH CONDITIONS• t STANDARDS
IN EF ECT.
PLANS PREPARED FOR
42346 RIO NEDO
CA 92590
(909) 296-5070
RENISK)NS Engineer city
• _•• ••1�• 1• •�• • • Dote:
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
rn� � .►_ - . � l��LlJl��E�lC� r•-� y �.
•NOT
WREP
Cat TOLL FFEE
Drawn By:
WF DEA
BASELINE AVENUE
Scale:
1 "-40"
1 Exp, 6/30/05
�(9 9) 356 1815 Fax (909) 356-1795 * *
--
-' --.
Date:
�qj,CI Vii
�C?F
DH/DEA
'
February, 2002
ELEVAIION:
—
'TWO
WORKING DAYS BEFORE YOU D Ic
Dwg. No.
°0
DH
( IN FEET )
1 inch = 40 ft.
Ul 6D s =1.* • 1
STREET LIGHT 22,000 LUMEN 1 EA.
6.5" AC PAVEMENT 24,650 S.F.
SAWCUT & REMOVAL AC PAVEMENT (MIN. 2') 1,824 S.F.
COMMERCIAL DRIVE APPROACH, W=35' 420 S.F.
8" PCC CURB AND GUTTER 605 S.F.
AC OVERLAY (MIN. 1" THICKNESS) 416 S.F.
CURB RETURN ACCESS RAMP 1 EA.
Prepared By:
Off( OF FONTANA, CALIFORNIA
ALLARD ENGINEERING
�FssH'q
STREET STORM DRAIN IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning 1
Sana Sierra Avenue Z
Fontana, California 92335 No. 43976 m
a
Drawn By:
WF DEA
BASELINE AVENUE
Scale:
1 "-40"
1 Exp, 6/30/05
�(9 9) 356 1815 Fax (909) 356-1795 * *
__~
Designed By:
Date:
�qj,CI Vii
�C?F
DH/DEA
'
February, 2002
David S. Hammer, A.C.E. 43976 Date CALZ1
(expires 6/30/2005)
Checked By:_
Approve A 7
Dwg. No.
°0
DH
CITY ENGINEERR.C.E. 51152
2W