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GENERAL NOTES
INTERCEPTOR RELIEF SEWER � PHASE II 1 COMPAN SE ANDA 0 SHTOWPTHE� UTCONTACT
NDERGROUND FAIC�IL TIES.ILI IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE
".vFROM ETIWANDA. AVE, TO,LIVE OAK AVE . �� HIMSELF WITH THE JOB SITE AND ALL UNDERGROUND UTILITIES,
THE CONTRACTOR SHALL AT HIS OWN EXPENSE OR COST CONSTRUCT
ALL IMPROVEMENTS IN SUCH A MANNER AS WILL PROTECT ALL
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT
SCHEDULE 1 SCHEDULE 2 NOT PART OF THIS CONTRACT _ UNDERGROUND SERVICE ALERT (U.S.A.), PHONE NUMBER
TO BE DONE BY OTHERS 1-800-422-4133. TWO WORKING DAYS PRIOR TO DIGGING.
JURUPA
C-4
MARLAY
o o _ Y 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
m Q o - o NECESSARY PERMITS, UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS
uj a a Q L-..=nmjj wIt ¢11 I SPECIAL CONDITIONS, INCLUDING A CITY OF FONTANA, CITY OF
ONTARIO, AND COUNTY OF SAN BERNARDINO ROAD DEPARTMENT
C-5 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 PERMIT, PRIOR TO COMMENCMENT OF WORK. THE CONTRACTOR SHALL
REFER TO DIVISION 100 OF THE SPECIFICATIONS FOR SPECIAL
t
------------------------------------ ----------
CONSTRUCTION REQUIREMENTS OF WORK WITHIN THE CITY OF
EDISON EASEMENT--_-_ -__ I �ECLEZ __ FONTANA, C.B.M.W.D., UNION PACIFIC RAILROAD, AND SAN
1----�-- ---BERNARDINO COUNTY FLOOD CONTROL DISTRICT, RIGHT-OF-WAY.
CHAPARRAL AVE. Q �/ �� DR.
GF- \ �NANNF� w
SHADOW DR. °° �� 3. ALL SEWER PIPE ELEVATIONS GIVEN REFER TO THE FLOWLINE
/ �,P � � � _ _ � - - �
INVERT ELEVATIONS.
/ 4. THE EXISTING OR PROPOSED CENTERLINE OF JURUPA AVENUE IS THE
SURVEY CONTROL LINE, AND ALL STATIONING REFERS TO THE
Po��° P� CENTERLINE OF JURUPA AVENUE.
LIVE
ABBREVIATIONS / LEGEND
R.C.P.
REINFORCED CONCRETE PIPE
V.C.P.
VITRIFIED CLAY PIPE
M. H.
MANHOLE
1. D.
INSIDE DIAMETER
HORIZ.
HORIZONTAL
VERT.
VERTICAL
INV.
INVERT
___R /W_
RIGHT OF WAY
DWG.
CENTER LINE
STA.
PROPERTY LINE
EL.
EXISTING PAVEMENT
•
POWER POLE
O
MANHOLE
__S__
EXISTING SEWER LINE
— S --
NEW SEWER LINE TO BE CONSTRUCTED
PIPE STORM
STREET LIGHT
®
BENCHMARK
FIRE HYDRANT
SOIL BORING
- -SL- -
EXISTING SEWER LATERAL
,A
PROPOSED PAVEMENT
-------
EXISTING CURB AND GUTTER
EDISON VAULT
PROPOSED CURB AND GUTTER
INDEX MAP
SCALE: 1 "=1000'
EQ.
EQUATION
DWG.
DRAWING
STA.
STATION
EL.
ELEVATION
L. F.
LINEAL FEET
0
DIAMETER
5. ALL LENGTHS OF SHOWN IN F'KUI-ILt ARE HORIZONTAL LENGTHS.
' BETWEEN MANHOLES MEASURED ALONG THE PIPELINE.
6. ALL NEW SEWER PIPE SHALL BE P.V.C. LINED REINFORCED CONCRETE
PIPE, EXTRA STRENGTH V.C.P., OR SPIROLITE RSC 160 PIPE AS
NORTH NOTED ON DRAWING C -I THRU C-14.
7. THE CONTRACTOR SHALL PRESERVE /ALL BENCHMARKS, STAKES, AND
OTHER SURVEY MARKS, WHETHER OR NOT THEY ARE SHOWN ON THESE
DRAWINGS, AND IN CASE OF THEIR REMOVAL OR DESTRUCTION BY HIS
OWN EMPLOYEES OR BY HIS SUBCONTRACTOR'S EMPLOYEES, HE SHALL
BE LIABLE FOR THE COST OF THEIR REPLACEMENT.
CBMWID
LIST OF DRAWINGS DRAWING NUMBER SCHEDULE
- - W - -
EXISTING
WATER LINE
- - G - -
EXISTING
GAS LINE
- - T - -
EXISTING
TELEPHONE LINE
- - E - -
EXISTING
ELECTRICAL LINE
S.D.
EXISTING
REINFORCED CONCRETE
PIPE STORM
DRAIN
+-�-+-
EXISTING
FIRE HYDRANT
o
AERIAL CONTROL POINT
- -� -
EXISTING
SHUT-OFF VALVE
a
EXISTING
EDISON VAULT
v
EXISTING
TELEPHONE BOX
- -x-- -
EXISTING
FENCE
—NRW
EXISTING
NON -RECLAIMABLE WASTE LINE
■
TITLE SHEET, INDEX MAP AND GENERAL NOTES G-1 D-4573-1 1 & 2
JURUPA AVENUE - STA, 46+67.13 TO STA. 57+69.96. C-1 D-4573-2 1
JURUPA AVENUE - STA. 57+69.96 TO STA. 69+00 C-2 D-4573-3 1
JURUPA AVENUE - STA. 69+00 TO STA. 79+50 C-3 D-4573-4 1
JURUPA AVENUE - STA. 79+50 TO STA. 90+50 C-4 D-4573-5 1 e�
JURUPA AVENUE - STA. 90+50 TO STA. 102+00 C-5 D-4573-6 1
JURUPA AVENUE - STA. 102+00 TO STA. 113+50 C-6 D-4573-7 1
JURUPA AVENUE - STA. 113+50 TO STA. 125+50 C-7 D-4573-8 1 & 2
JURUPA AVENUE - STA. 125+50 TO STA. 137+00 . C-8 D-4573-9 2
JURUPA AVENUE - STA. 137+00 TO STA. 149+00 . C-9 D-4573-10 2
JURUPA AVENUE - STA. 149+00 TO STA. 161 +00 C-10 D-4573-11 2 It AS-* B U I LT"
JURUPA AVENUE - STA. 161+00 TO STA. 173+00 C-11 D-4573-12 2 DRAWING it
- 0 e_ �eZ
JURUPA AVENUE - STA. 173+00 TO STA. 185+00 . C-12 D-4573-13 2 (STA. 173+00 TO STA. 179+50)P
t
Y
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%J%-/ I N _/ I I I M y rt N kj L_ I I I I.-, %_ I ki tj i q p 1 f I V IA) 1-1
. NOT IN CONTRACT DATE
11 Q1 19 A AWWK11 IF, Q T A 1 Q:7 =i= G; n TCi CT A Q r) a 121 C�
. NOT IN CONTRACT
rQ�pF ESS/
METERING STRUCTURE. C-15 D-4573-16 1 Wilson F. So
� �
SIPHON AND MISCELLANEOUS DETAILS C-16 D-4573-17 1 & 2 No. C 1, 651
MISCELLANEOUS DETAILS C-17 D-4573-18 1 & 2 * Exp, Civil c 7�
OF CA1-��
D 4573-1
DESIGNED BY: M. p, �,
DRAWN BY: `J'B'C'
CHECKED BY: W. F. SO
PROJECT ENGINEER
_ 5_
PREPARED BY:
WILSON F. SO & ASSOCIATES, INC.
16018 TUSCOLA RD., SUITE 1, P.O. Box 368
APPLE VALLEY, CALIF. 9230
(619) 242-2365
APPROVED BY:
r
. fr,,, � 6 ,
SCALE:
AS SHOWN
CHINO BASIN MUNICIPAL WATER DISTRICT
SHEET
of 18
2a
'IAS- BUILT" DRAWING
T.W.
1/14/91
MICHAEL P DEGRACZ R.C.E. . 3,365 DATE
C.B.M.W.D. - G RAL MANAGER D&E
SUBMITTED BY
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-
__ �_ f
�'- :, XIP �=`
�" �'' `�
WORK ORDER NO.
1510-57ORR
FONTANA INTERCEPTOR RELIEF SEWER — PHASE5HEII
TITLE SHEET,, INDEX MAP AND GENERAL NOTES
DRAWING NO.
G 1
OAS- BUITS C 113 rVIC-14NR MOVEDTIEROMGIKEfRITHIS NoNTRACT 90
POCUM
T.W.
1l 14/91
REV.
REVISION DESCRIPTION
BY
DATE
WILSON F. SO R.C.E. No. 21651 DATE
C.B.M.W.D. - PROJECT' MANAGER DATE
D 4573-1