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X13 EXIST. TREE
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14
N85°54'48"E
14 D7
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JURUPA
AV
SEE PROFILE
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131
I .---EXIST,
12" RCP PERw.m__
FIELD�;
`INT.
Of
CL
&ST
EXIST. 42"
RCP PER CITY OF
STA 175+76.98=
FONTANA DWG. No. 1215
Lu
10+00:00 LINE B
10+01.75
JOIN EXIST. 42" RCP
BEG. PIPE
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COURSE DATA
❑
BEARING
DISTANCE
14
N00"05'12"W
89.08'
DIGALtRT
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG 7 YOU DIG ALL THE UTILITIES CROSSING THROUGH THE PROPOSE
TOLL FREE: 811 WWDIGALERT.ORG STORM DRAIN NEED TO BE PROTECTED IN PLACE
A PUBLIC SERVICE BY UNLESS INDICATED OTHERWISE.
UNDERGROUND SERVICE ALERT
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 5,
NAD 83 (EPOCH 2011.00) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL
POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS)
EWPP AND RTHS BEING S 840 19'29.60" E AS DERIVED FROM GEODETIC VALUES PUBLISHED BY
THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS),
RESPECTIVELY. ALL DISTANCES ARE U.S. FEET (GRID). GROUND DISTANCES CAN BE OBTAINED
BY MULTIPLYING A COMBINATION FACTOR OF 0.99995585.
BENCHMARK:
THE BENCHMARK FOR THIS
PROJECT IS BASED ON THE
NATIONAL GEODETIC SURVEY (NGS)
VERTICAL CONTROL NETWORK.
BENCHMARK NUMBER PID EV9267
DESIGNATION OF -628, ELEVATION
1006.35' (NAVD88).
z+
REVISION DESCRIPTION
STORM DRAIN CONSTRUCTION NOTES
D7 INSTALL 18" RCP (D -LOAD AS SHOWN ON PLANS)
D50 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004
(WIDTH & V -DEPTH PER PLAN)
D60 CONSTRUCT JUNCTION PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 3009
D68 CONSTRUCT CONCRETE COLLAR FOR RCP PER FONTANA STD. PLAN 3022
D82 REMOVE EXIST. CONCRETE HEADWALL
D83 REMOVE PORTION OF EXISTING RCP (LIMITS AS INDICATED ON PLAN)
D84 INSTALL END CAP TO EXISTING STORM DRAIN
D131 SAWCUT AND REMOVE EXISTING AC/AB, LIMITS AND TRENCH PER CITY OF
FONTANA STD. PLAN 1008 AND AS INDICATED ON PLAN
REMOVE EXISTING AC BERM & SOIL MATERIAL AND REP
D132 LACE IN
KINDI
W TH
TRENCH PER CITY OF FONTANA STD. PLAN 1008 AND AS INDICATED ON PLAN
D138 CONSTRUCT CONCRETE BLANKET PROTECTION PER SPPWC STD.
PLAN 225-2 ON SHEET 4
DATE I ENGR. I CITY I DATE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS
O F 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.
0 QROFESS/0�'�l
NO. 67512
EXPIRATION
6-30-2019
*�9TF CIVIL
OF CAx \F
I
v
GRAPHIC
es SCALE
4• • 4• 80
(IN FEET)
1"=40'
* NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION. GAS LINE AT CB#1 MAY
NEED TO BE RELOCATED IF FOUND IN
CONFLICT.
120
ELPC17-00045 / TPM#17-001 / DRP#17-004
- zm CITY OF FONTANA, CALIFORNIA
I ful, I s
CARS 37ORM DRAUH UNIPROWENFH7 PLAHS
Huitt-Zollar8, Inc. Ontario DRAWN BY: SCALE:
3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 * (909) 941-7799 R.P. I PARCEL MAP 19834 1 AS SH OWN
PREPARED UNDER THE SUPERVISION OF: JOHNNY M U R AD
67512
R.C.E.
DESIGNED BY: LIVE OAK AVENUE DATE:
R. P.06/2018
CHECKED BY�-7APP ED
,�/Oy DWG. NO.: 3
6-30-19 ��r'V J.M. b- 3- 1&
5716
EXPIRES DATE CITY ENGINEER R.C.E. 51152 DATE: 5