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CONSTRUCT 294.59' LF OF 8" EIRA STRENGTH VCP
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10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
TR#16872
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E 15" EXT.
VCP
EX. 66" \STORM j
FUTURE E T I WAN ARY SCHOOL #13
\R IN.
\A
STA. 1+44.00
DD
AIN.
TERMINAL CLEANOUT
FUTUIR�, R/W EXIS EOP
46�
V FUTURE ,G
FUTURE WAT NE 3
BY-- O -Th
APN 1 1 0,�-26 -59 SS LINE "B FU R SIDEWALK ANPP4�,l 107-26.1-59
E3
-262-32
WPID_ APN 1107
w
w
—2t
w w— w CN
TURE WATERLINE
w BY OTHERS
3
14
cc 16+00
STA 10+00 FALOON 'DO 1 c
9 �15+
12 13
"Ito LINE "A"
0
(D C�
CD 0
0 CD M or IM
+ UTU7 EDGE
now—cow 1`0 CL MH #
+ OF PAVEMENT
z: 17+28.5
*107-261-60 APIN 1107-261-60
FALCON RIDGE WAY FUTURE R/W
FUTURE EDGE OF PAVEMENT EXIST. C/G
EXIST. OVERH D EXIST. 2" WATER LINE
ELECTRI
5' 3, 1-' EXIST. 12" WATER LINE
+ rq
EXIST. EOPII 2'
I j 46 Ii44�
VACANT LAND
NOTE:
PRIOR TO CONSTRUCTION
CONTRACTOR TO FIELD VERIFY
LOCATION & ELEVATION
DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN
ENGINEER.
NOTE:
EXISTING POWER POLE LOCATION
TO BE VERIFIED PRIOR TO
CONSTRUCTION IF NECCESSARY
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING D
IS- CL OF LYTLE CREEK ROAD N00*40'22"W
1325.56' BASIS OF BEARING PER MB
309/7-10.
BENCH MARK: DIALTWO WORKING
CITY OF FONTANA BENCHMARK #626, BEFORE DAYS BEFORE
ELEVATION= 1544.91', WAS UTILIZED. FID RR YOU DIG YOU DIG
SPIKE IN POWER POLE AT THE SOUTHEAST TOLL FREE 1-800-227-2600
CORNER OF INTERSECTION OF LYTLE CREEK A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
& CURTIS. I
'761-r- NUIL:
ASPHALT DAMAGED DURING NOTE:
CONSTRUCTION SHALL BE THE SEE SHEET 3 FOR TYPICAL SECTIONS
RESPONSIBILTY OF THE CONTRACTOR
NOTE:
RIGHT OF ENTRY OR SHORING
OF SEWER LINE MAY BE NECESSARY
DURING CONSTRUCTION. STOCKPILLING
OF EXCAVATED MATERIALS WILL BE
ALLOWED ONLY WERE RIGHT OF
ENTRY IS GIVEN BY PRIVATE
PROPERTY OWNERS
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REOUIRE REASONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
REV. REVISION DESCRIPTION
1+00 2+00
J --- 4
4—
-4–
-1600
PROFILE SCALES
HORIZ. 1"=40'
VERT. 1"=4'
SEWER CONSTRUCTION NOTES
4V
DESCRIPTION
(D
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 3
0
+
EX. POLE TO BE REMOVED BY OTHERS
+
INSTALL SEWER TERMINAL CLEANOUT PER CITY OF FONTANA STD. NO 2004
SAWCUT, GRIND AND OVERLAY ASPHALT PER DETAIL 'A'
CONSTRUCT 6.5" MIN AC ON 12" MIN OF 95% COMPACTED NATIVE PER CITY STD. NO. 400.
CONSTRUCT
42.00LF
OF 8" EXTRA
-STRENGTH VCP
SS
LINE
115-1
1+00 2+00
J --- 4
4—
-4–
-1600
PROFILE SCALES
HORIZ. 1"=40'
VERT. 1"=4'
SEWER CONSTRUCTION NOTES
NO.
DESCRIPTION
(D
CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 3
CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 2000 & 2001
EX. POLE TO BE REMOVED BY OTHERS
INSTALL SEWER TERMINAL CLEANOUT PER CITY OF FONTANA STD. NO 2004
SAWCUT, GRIND AND OVERLAY ASPHALT PER DETAIL 'A'
CONSTRUCT 6.5" MIN AC ON 12" MIN OF 95% COMPACTED NATIVE PER CITY STD. NO. 400.
ASPHALT REPLACEMENT AREA
I
'wo 0' 20' 40' 80'
SCALE: 1" = 40'
CITY OF FONTANA, CALIFORNIA
,?�OFESS/O,V
L . z
EANNEe FUS�O SEWER IMPROVEMENT PLANS
CO <" cl) UN lilt.. DRAWN BY: SCALE:
NO. C 047255 m N 6 1 N E E R I N 6 SEWER PLAN & PROFILE -SS LINE A& B AS SHOWN
Uj M
W. Exp. 12/31/17 ;0 2 850 Inland Empire Boulevard, Suite B, Ontario, California 91764 DESIGNED BY: ETIWANDA ELEMENTARY SCHOOL #13 DATE:
tel 909.581 .0676 o fax 909.581.0696 o www,fuscoe.com 5470 LYTLE CREEK FONTANA, CA 92336 JANUARY, 2016
ale OF 6\0CHECKED BY: i APPAOVED Q)0 7. DWG. NO.: 2
DATE ENGR. CITY DATE STEVE L. ELLIS R.C.E. 47255 Date /CITY ENGINEER- R.C.E. 51152 DATE: &Q6 3