HomeMy WebLinkAbout5638-2IHORIZ. 1" = 20'
VERT. 1" = 4'
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
CONSTRUCTION NOTE S
NO.
ITEM DESCRIPTION
& REMOVE EXISTING A.C. PAVEMENT AND
OSAWCUT
GRIND/OVERLAY PER DETAIL "A"
INSTALL 8"0 EXTRA STRENGTH VCP SEWER, BEDDING PER CITY OF
13
FONTANA STANDARD PLAN NO. 1008..
INSTALL 6"0 SEWER LATERAL WITH SEWER CLEAN-OUT BOX
24
PER CITY OF FONTANA STANDARD PLAN NOS. 2005/2007
26
CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" OF 95% COMPACTED
NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 400.
30
INSTALL TEMP. 8" END PLUG
31
CONSTRUCT 72"0 ECCENTRIC MANHOLE PER CITY OF FONTANA
STANDARD PLAN NO. 2001
80
I I I 12' WATER MAIN 29' N/0 CL
N� 30 Z
! PER DRAWING NO. 3801 M� a No ROADRUNNER ROAD C-4 v m
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o I ♦ =ST. STA. 34+73.88 SWR. X-XING o EXISTING R W PROPOSED R W
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N 0000'32" W 242.00'
PLAN
CUP NO. 10-016
DRP NO. 10-002
BENCHMARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO CA 1992 RANCHO N0, REVISIONS DESCRIPTION DATE ENGR. CITY DATE �toFESS CITY OF FONTANA, CALIFORNIA
CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE AND CHERRY AVE UNDERGROUND SHOULD CONSTRUCTION OF THE REQUIRED A DE LEON ENGINEERING
AT THE SOUTHWEST CORNER CHERRY AVE AND SUMMIT AVE 101 FEET �P of
WEST OF THE CENTERLINE OF CHERRY AVE AND 37 FEET SOUTH OF THE SERVICE ALERT IMPROVEMENTS NOT COMMENCE WITHIN TWO
CENTERLINE OF SUMMIT AVE SET FLUSH ON THE NORTHWEST CORNER OF YEARS OF THE DATE OF APPROVAL SHOWN �2 i 8061 SAN MATEO CIRCLE,BUENA PARK, CALIFORNIA 90620
A 10 FOOT WIDE CATCHBASIN 0.8 FEET SOUTH OF CURB FACE. A o HEREON AND CARRIED FORTH IN A DILIGENT TEL. # (714)826-5125 FAX. # (714)827-7987 DRAWN BY: 15292 DUNCAN CANYON ROAD, FONTANA, CA., 92336 SCALE:
STANDARD MWDSC 3 INCH BRASS DISK STAMPED 33A 1992' CALL TOLL FREE MANNER, THE CITY ENGINEER MAY REQUIRE * * M.D. AS SHOWN
ELEVATION : 1,508.56 FEET (NAVD 88) 1-800 227-2600 REVISIONS TO THE PLANS TO BRING THEM No. C-31604 DESIGNED BY: ROADRUNNER ROAD AND DATE:
APPROVED BY: CYNTHIA A. DE LEON R.C.E EXPIRES DATA D CANYON ROAD 08/24/17
BASIS OF BEARINGS: INTO CONFORMANCE WITH STANDARDS IN s�. ����� �P ��� M.D.
THE SOUTH LINE BEARING OF SECTION 14 BEING N 89'53'29"E 1 TWO WORKING DAYS qT
AS PER P.M.B. 122 PAGE 57 WAS USED AS THE BASIS OF BEFORE YOU DIG EFFECT. F or C� %j CHECKED BY: APP 0 l� . a DWG. N0. 2
BEARINGS SHOWN HEREON. , �`�' 31604 12/31/18
C.DL. CI ENGNEE R.C.E. 51152 DATE 5638 2