HomeMy WebLinkAbout3401-1GENERAL NOTES
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS
OTHERWISE NOTED.
2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR
TO IMPLEMENTING DETOURS.
5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED
BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF
THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET
SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCAVATION.
12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
VALVE OPERATION AND WATER REQUIREMENTS.
14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS
AND EMERGENCY VEHICLES.
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT
PRIOR WRITTEN APPROVAL.
21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS
OBTAINED.
23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND
LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350.
CITY OF FONTANA
OFF-SITE
STORM DRAIN IMPROVEMENT PLANS
TRACT NO 16427
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN: CARLOS NAVARRO
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN: GREG GASPAR
16231 VALLEY BLVD.
FONTANA, CA. 92335
(909) 428-8411
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92335
909 820-5598 - UNDERGROUND
909 875-5100 - TRANSMISSIONS
213 637-1233 - PIPELINES
909 357-6233 - DISTRIBUTION
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
(909) 463-9580
UNDERGROUND SERVICE ALERT
(800) 422-4133
PACIFIC BELL CO.
ATTN: NORMA GUILLOT
1265 N. VAN BUREN STREET
SUITE 180
ANAHEIM, CA 92807
(714) 666-5401
COMCAST (CABLE TV)
ATTN: JACK HAYES 1205
DUPONT AVENUE ONTARIO, CA.
91761
(909) 390-4738
VERIZON
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
(909) 469-6327
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201 FAX:
(909) 823-5046
WEST SAN BERNARDINO WATER CO.
ATTN: LON TSAI
855 W. BASELINE ROAD
RIALTO, CA 92377
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS:
/_
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
\\\
\\\
\\\
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1" MAX. SIZE).
1:1 SLOPE OR GREATER
V OR ADEQUATE SHORING
PIPE ZONE
90% COMPACTED
NATIVE BACKFILL
3" MAX. SIZE
i
STORM DRAIN PIPE
0.6'D'
IIIE III -
J
-J
W
0
W
m
GRANULAR BEDDING FROM SELECTED
TRENCH SIDE MATERIAL FOR PIPE
10' OR GREATER IN DEPTH USE
1/2 CRUSHED STONE BEDDING.
RCP TRENCH DETAIL
NOT TO SCALE
T1
-
-------
SUMMIT
SUMMIT "
FONTANA
HIGH SCHOOL #4
LRJ 1 NCI -J€4
-PROP: S.D: -
,L11•1 -E -713"1" I T 1
II
[L- 11
\y II
N
(!)
0
AVENUE
L_
--1-4-49:4] a
42-72,
IIID: -l!
ROS; S:D.
LINE�"D
1 1 CURT(S ,
-\fil
SEE SHET 8
Q.O.C. PER EXIST.
PUMMR HTS.II
S.D. PLANS DWG.
isJ0. 3035
I
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
NOTE:
COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
f
0
0
L
Q
M
w
w
V)
w
SIERRA
(CARTER
POINT OF CONNECTION
EXIST. DRAINAGE
PER CALTRANS
EXISTING
HIGHLAND CHANNEL
LAKES
AVENUE)
PROP. S.D.
LINE "A"
PARKWAY
CATAWBA AV
STATE ROU
210
INDEX MAP
FRWY
SIERRA
LAKES PKWY.
VICINITY MAP
NOT TO SCALE
CONSTRUCTION NOTES
0
O
12
ONSTRUCT 66" DIA. R.C.P. D -LOAD PER PROFILE.
CONSTRUCT 54" DIA. R.C.P. D -LOAD PER PLAN.
ONSTRUCT 42" R.C.P. D -LOAD PER PROFILE.
CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROFILE.
ONSTRUCT 24" DIA. R.C.P. D -LOAD PER PROFILE.
SUMMIT AVE
SIERRA AVE.
QUANTITIES
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10.
ONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1, SEE SHEET NO.10
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
SEE SHEET NO. 10.
ONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN.
CONSTRUCT DOUBLE BRICK AND MORTAR PLUG.
REMOVE EXIST. BULKHEAD AND CONSTRUCT TRANSITION STRUCTURE
PER A.P.W.A. STD. PLAN 340-1
REMOVE EXIST. BRICK & MORTAR PLUG AND CONNECT TO EXIST. 42" PIPE.
ONSTRUCT INLET TYPE V PER DETAIL, SEE SHEET NO. 9.
SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT.
PER CITY STD. DETAIL 131.
CONSTRUCT TRENCH REPAIR PER CITY STD. DETAIL 131.
PAVEMENT CONSTRUCTION PER STREET IMPROVEMENT PLANS.
OLD MILL AND CONSTRUCT 0.1' MIN. AC OVERLAY
2,129 LF
1,235 LF
1,975 LF
1,066 LF
309 LF
15 EA
5 EA
3 EA
9 EA
7 EA
1 EA
2 EA
1 EA
19,800 SF
N/A
6070 SF
'i111I?AVENUE
i�
SHEET ,
DESCRIPTION
1 OF
10
TITLE SHEET
2 OF
-- -
- - r
-
9+49.99 TO 19+50.00
SCE
10
PHASt'
SHEET 4
Q
M
w
w
V)
w
SIERRA
(CARTER
POINT OF CONNECTION
EXIST. DRAINAGE
PER CALTRANS
EXISTING
HIGHLAND CHANNEL
LAKES
AVENUE)
PROP. S.D.
LINE "A"
PARKWAY
CATAWBA AV
STATE ROU
210
INDEX MAP
FRWY
SIERRA
LAKES PKWY.
VICINITY MAP
NOT TO SCALE
CONSTRUCTION NOTES
0
O
12
ONSTRUCT 66" DIA. R.C.P. D -LOAD PER PROFILE.
CONSTRUCT 54" DIA. R.C.P. D -LOAD PER PLAN.
ONSTRUCT 42" R.C.P. D -LOAD PER PROFILE.
CONSTRUCT 36" DIA. R.C.P. D -LOAD PER PROFILE.
ONSTRUCT 24" DIA. R.C.P. D -LOAD PER PROFILE.
SUMMIT AVE
SIERRA AVE.
QUANTITIES
CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320-1 SEE SHEET NO 10.
ONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 322-1, SEE SHEET NO.10
CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2,
SEE SHEET NO. 10.
ONSTRUCT CATCH BASIN PER STREET IMPROVEMENT PLAN.
CONSTRUCT DOUBLE BRICK AND MORTAR PLUG.
REMOVE EXIST. BULKHEAD AND CONSTRUCT TRANSITION STRUCTURE
PER A.P.W.A. STD. PLAN 340-1
REMOVE EXIST. BRICK & MORTAR PLUG AND CONNECT TO EXIST. 42" PIPE.
ONSTRUCT INLET TYPE V PER DETAIL, SEE SHEET NO. 9.
SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT.
PER CITY STD. DETAIL 131.
CONSTRUCT TRENCH REPAIR PER CITY STD. DETAIL 131.
PAVEMENT CONSTRUCTION PER STREET IMPROVEMENT PLANS.
OLD MILL AND CONSTRUCT 0.1' MIN. AC OVERLAY
2,129 LF
1,235 LF
1,975 LF
1,066 LF
309 LF
15 EA
5 EA
3 EA
9 EA
7 EA
1 EA
2 EA
1 EA
19,800 SF
N/A
6070 SF
PECCRD DRiW$NG
ThySE RZOOF;D D i. I C3 HAVE BEEN PREPARED, It
F1 mT, ON THE BA= Or IiiR/11AATION OOLViLE.7 AND • -
FlMilZ.H.ED BY OTHE 3. THE. Eai3=: zER NIL NOT CE
R SFoH,• LE POR ANY EFAOSS On 03+: , OW3 WH CH
'NOORPC AT"D INTO TH2 GOCU 2NTS
A RESULT THEBZOF. _ -
BENCH MARK: / 8_17
CALTRANS BENCHMARK /8-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND 0.2 MI WEST
OF SAN SEYAINE RD., 2.6. MI WEST
OF SIERRA AVE.
ELEVATION: / 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
SHOWN CL N00'1235�E ON RD.
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
PHASE 1 APPROVAL
LINES A, B, & D
STA. 10+.00.00 TO 12+19.90 LINE C
APPROVED BY:
CITY ENGINEER R.C.E. 51152 DATE
2nd 05/21/02
1st 01/09/03;
SUBMITTED:
EL
N
O
Z
V
'TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
RECORD DWG
g.$01
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:
SC
DESIGNED BY:
MA
ate' f E `'? CHECKED B
R.C.E. 62183 \. 1 EXP. 9-30-05
TRACT NO. 16427
EHEET
APP''VED B
C4TY ENGINEER
R.C.E. 51152
41.14117
DATE
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
3401
J:\126-1662\storm\sd01.dwa. 09/18/2003 02:31:31 PM. GB.GB
INDEX OF SHEETS
SHEET ,
DESCRIPTION
1 OF
10
TITLE SHEET
2 OF
10
STORM DRAIN
IMPROVEMENT LINE "A", KNOX AVE. STA.
9+49.99 TO 19+50.00
3 OF
10
STORM DRAIN
IMPROVEMENT LINE "A", KNOX AVE. STA.
19+50.00 TO 30+57.76
4 OF
10
STORM DRAIN
IMPROVEMENT LINE "A",CURTIS AVE. STA.
30+57.76 TO 40+42.47
5 OF
10
STORM DRAIN
IMPROVEMENT LINE "B", LYTLE CREEK AVE. STA. 188+59.91 TO 198+95.65
6 OF
10
STORM DRAIN
IMPROVEMENT LINE "C", KNOX AVE. STA.
10+00.00 TO 20+50.00
7 OF
10
STORM DRAIN
IMPROVEMENT LINE "C", KNOX AVE. STA. 20+50.00 TO 28+16.51
8 OF
10
STORM DRAIN
IMPROVEMENT LINE "D", CURTIS AVE. STA. 10+44.18 TO 15+24.58
9 OF
10
STORM DRAIN
IMPROVEMENT LATERALS
10 OF 10
STORM DRAIN
IMPROVEMENT DETAILS
PECCRD DRiW$NG
ThySE RZOOF;D D i. I C3 HAVE BEEN PREPARED, It
F1 mT, ON THE BA= Or IiiR/11AATION OOLViLE.7 AND • -
FlMilZ.H.ED BY OTHE 3. THE. Eai3=: zER NIL NOT CE
R SFoH,• LE POR ANY EFAOSS On 03+: , OW3 WH CH
'NOORPC AT"D INTO TH2 GOCU 2NTS
A RESULT THEBZOF. _ -
BENCH MARK: / 8_17
CALTRANS BENCHMARK /8-17. A
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND 0.2 MI WEST
OF SAN SEYAINE RD., 2.6. MI WEST
OF SIERRA AVE.
ELEVATION: / 1428.609
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
SHOWN CL N00'1235�E ON RD.
OF SURVEY MAP FILED IN
R.S.B. 111/99-103
PHASE 1 APPROVAL
LINES A, B, & D
STA. 10+.00.00 TO 12+19.90 LINE C
APPROVED BY:
CITY ENGINEER R.C.E. 51152 DATE
2nd 05/21/02
1st 01/09/03;
SUBMITTED:
EL
N
O
Z
V
'TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
RECORD DWG
g.$01
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 CONDITIONS
AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
DRAWN BY:
SC
DESIGNED BY:
MA
ate' f E `'? CHECKED B
R.C.E. 62183 \. 1 EXP. 9-30-05
TRACT NO. 16427
EHEET
APP''VED B
C4TY ENGINEER
R.C.E. 51152
41.14117
DATE
SCALE:
AS SHOWN
DATE:
JULY 2003
DRAWING NO.:
3401
J:\126-1662\storm\sd01.dwa. 09/18/2003 02:31:31 PM. GB.GB