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- - �--- PROTECTION —;-
1 ;
11+00
NOTE:
PROTECT EXISTING WATER' AND SEWER LATERALS
ENCOUNTERED DURING CONSTRUCTION. IF ANY
CONFLICTS ARISE NOTIFY ,,ENGINEER OF RECORD
AND/OR THE OWNER.
CONSTRUCT 296.00 LF 8" VCP EXTRA STRENGTH PIPE
......
APN 255-OOFW
6
APN 255-09rF33APN 255-091-49 o Z APN 255-091-48 I APN 255-0" o Z APN 255-091-57
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W EXISTING EXISTING
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PROPOSED 48 " � s -�� .. d �_ .._,_ - 3UN1 ;>-- w
O STORM DRAIN l C JUNIPER AVE 18 RCP _ -PROPOSED 42" __ D22'4a"IN _ c A �° 1 O �
w o -1 - - - _—_ NQQ22'42"W -_�. y0 _._ -- ....... STORM DRAIN -- - O
W -.
13+00 1+00" 16+0 17+00 1 -i8+C0 _ v, 19+ o w
O 11 + 00 12+00 f `t _ __. ao
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PER C. B. M. W. D. PLAN D-3195 0 o om o o o
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m �`� O 2 ►_ Z O m O 2 �O 2 m^ O N Z F'il- N Z ► Z
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APN 255-101-11 0 6 o 4 APN 256-101-12 0 0 6 0 o APN 256-10F20 APN 256-10F21 0Q 6 0 0`oo
APN 255-101-14
JUNIPER AVENUE --
40 0 20 40 80 120
Q
REVISED ENTIRE SHEET
��J ���� �� ����� SCALE 1"= 40'
Ag T7 Dr BENCHMARK -
CITY OF FONTANA B.M.
CHISELED BOX IN EASTERLY TOP OF CURB OF
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND
COURT, 500 FEET SOUTH OF SLOVER AVENUE
ELEVATION = 1077.400'
DIAL TWO WORKING CITY OF FONTANA B.M. NO. 296
BEFORE DAYS BEFORE
YOU DIG YOU DIG A BOAT NAIL SET IN SIDEWALK AT THE NW
CORNER OF THE INTERSECTION OF SIERRA
TOLL FREE 1-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION = 1137.71 1967
3 RECORD DRAWING
2 REIASED SEWER AND STORY DRAIN LOCATIONS
t ADD CONS?. NOTE 15, 11
REV. LINE & CURVE DATA
REV. REVISION DESCRIPTION
3D— CONSTRUCT 8" V.C.P. EXTRA STRENGTH SEWER MAIN
4a— CONSTRUCT 4' DIA. MANHOLE PER CITY OF FONTANA STD.
DETAIL 112
CONSTRUCT 4" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA
STD. DETAIL 125 (SEE DETAIL "B" ON SHEET 1)
77 CONSTRUCT CONCRETE BLANKET PER SPPWC STD. PLAN 225-1
11 SAWCUT, REMOVE AND REPLACE CURB &GUTTER AND IS DEWALK Q
,-__.PQtSXYY �O fol` `N&_P N 10o A D 10��� t
12 SAWCUT, REMOVE AND REPLACE PAVEMENT AND/OR NATURAL
GROUND PER CITY OF FONTANA STANDARD PLAN NO. 1031
' 15NEW PE ESR PA�S D 11AWING STORM DRAIN PLANNG No. 40� Q
DATA TABLE
O
BEARING/DELTA
RADIUS
LENGTH
TANGENT
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 REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
Q koFESS/p
�o mos A. pfd 9�
' _
o 3t_„
* No. 38639 \�*
qTF ciVi�
°FCA��F°
11+34.00
251.00
0 a
N 0'22'42" W
11+83.00
300.00
O
N 0.22'42" W
13+35.00
300.00
O
N 0.22'42" W
y•3.94
_02/04/08C,/g-
05/03/07EB.
255-101-20
15+09.16
`� ��
4"
12/06/
E.B.
16+66.16
4•w
4"
255-091-56
18+32.96
18+79.00
DATE
ENGR.
CITY
DATE
3D— CONSTRUCT 8" V.C.P. EXTRA STRENGTH SEWER MAIN
4a— CONSTRUCT 4' DIA. MANHOLE PER CITY OF FONTANA STD.
DETAIL 112
CONSTRUCT 4" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA
STD. DETAIL 125 (SEE DETAIL "B" ON SHEET 1)
77 CONSTRUCT CONCRETE BLANKET PER SPPWC STD. PLAN 225-1
11 SAWCUT, REMOVE AND REPLACE CURB &GUTTER AND IS DEWALK Q
,-__.PQtSXYY �O fol` `N&_P N 10o A D 10��� t
12 SAWCUT, REMOVE AND REPLACE PAVEMENT AND/OR NATURAL
GROUND PER CITY OF FONTANA STANDARD PLAN NO. 1031
' 15NEW PE ESR PA�S D 11AWING STORM DRAIN PLANNG No. 40� Q
DATA TABLE
O
BEARING/DELTA
RADIUS
LENGTH
TANGENT
O
N 0.22'42" W
11+34.00
251.00
0 a
N 0'22'42" W
11+83.00
300.00
O
N 0.22'42" W
13+35.00
300.00
O
N 0.22'42" W
15+85.00
49.00
LATERAL TABLE
APN
DESIGN
"AS BUILT"
SIZE
BACKFLOW
255-091-33
9+92.73
11+34.00
4"
255-101-12
11+79.16
11+83.00
4"
255-091-48
13+37.74
13+35.00
4"
255-091-54
15+02.74
15+85.00
4"
255-101-20
15+09.16
14+98.00
4"
255-101-21
16+66.16
17+40.00
4"
255-091-56
18+32.96
18+79.00
4"
255-101-14
18+37.16
18+34.00
4"
PENCO ENGINEERING, INC.
Civil Engineering
Planning
Surveying
Construction Monogement DRAWN BY:
R. A.
One Technology Pork, Building J-725, Irvine, California 92618 DESIGNED BY:
Telephone (949) 753-8111 Fox (949) 753-0775
,l E. B.
+ Date D'/' �.� CHECKED BY:
CARLOS A. PINE - R.C.E. 38639 C. P.
RECORD DRAWING
CITY OF FONTANA7 CALIFORNIA
SEWER IMPROVEMENT PLANS
SCALE:
JUNIPER AVE. As Noted
FROM 9551± RTH OF JURUPA AVE. DATE:
TO 1 N RTH OF JURUPA AVE. 05-02-06
ROVED 9'Y: DRAWING NO.: cJ
DATE.• 4098 6
ITY ENGINEER R.C.E. 51152