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ON-SITE STORM DRAIN IMPROVEMENT
CITY OF FONTANA
COUNTY OF SAN BERNARDINO, CALIFORNIA
CONSTRUCTION NOTES FOR STORM DRAIN IMPROVEMENT PLANS TRACT 16678 1 ' '
3 & 16678
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 CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATION 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 REQUIRED 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 OF 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 CALTANS. ALL
UTILITY COMPANIES SHALL BNE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER VALVE 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 WILL
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 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CONSTRUCTION AREA FOR THE 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 INTILL 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-ERODABLE 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 ALL RCP (SD PIPE) IS 1350
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS BASED ON THE CENTERLINE
OF JUNIPER AVENUE, AS SHOWN IN BOOK 55, PAGE 73
OF RECORDS OF SURVEY, RECORDS OF SAN BERNARDINO
COUNTY, CALIFORNIA AND IS SHOWN AS N 00' 08' 32" E.
BENCH MARK
A NAIL SET AT CYPRESS AVENUE AND SP.R.R., 26 FT.
WEST OF CYPRESS, 0.5 FEET SOUTH OF SOUTH R/W
FENCE OF 1-10 FREEWAY, 1 POLE WEST OF MILEPOST
532, 47.5 FEET NORTH OF NORTH RAIL.
ELEV. = 1098.7770
SHEET INDEX
SHEET
1
TITLE SHEET AND STD NOTES
SHEET
2
LINE "C", & "D"
SHEET
3
LINE "C"
SHEET
4
LATERALS "C-1", "C-2", "C-3", "C-4" & "D-1"
SHEET
5
DETAIL SHEET
SHEET
6
DETAIL SHEET
VICINITY MAP
N.T.S.
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INDEX MAP
NO.
DESCRIPTION
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
16678
16678-1
16678-2
16678-3
TOTAL
O
CONSTRUCT
CURB OPENING CATCH BASIN
STRUCTURE PER A.P.W.A. STD. PLAN 300-2
(DETAIL ON SHEET 4)
0
EA
6 EA
0 EA
1 EA
7 EA
20
INSTALL 24"
R.C.P. (D-1350).
W
WIDTWH CATCH BASIN
0
LF
549 LF
146 LF
204 LF
817 LF
O
CONSTRUCT
TRANSITION STRUCTURE PER
A.P.W.A STD PLAN 340-1 (DETAIL ON SHEET
6)
0
EA
2 EA
0 EA
0 EA
2 EA
O
CONSTRUCT
JUNCTION PER A.P.W.A STD.
PLAN 331-2 (DETAIL ON SHEET 5)
SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
0
LF
4 LF
0 LF
0 LF
4 LF
O
CONSTRUCT
STD. MANHOLE PER A.P.W.A
STD. PLAN 320-1 (NO JUNCTION, DETAIL ON
SHEET 5).
0
LF
5 LF
0 LF
2 LF
7 LF
O6
NOT USED
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
STREET NAME SIGN
GAS: THE
-
-
-
-
-
O
INSTALL 48"
R.C.P. (D=1350)
0
LF
784 LF
0 LF
0 LF
784 LF
CONTRACTORS RESPOSIBILITY FOR SAFETY
IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THE HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS
LEGEND
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 THEPh.
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
�o QROFE A
y��lS per,
W c
"° 2
* Exp. 12-31--05 *
�T�TFOF CAS\F��CiVIL\�
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LINITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
CITY OF FONTANA, CALIFORNIA
INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNMENTAL AGENCY HARMLESS FORM ANY AND ALL LIABILITY, REAL OR
TRACT No. 16678
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PRJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
TC
FL
TOP OF CURVE
LONE
NEGLIGENCE OF THE OWNER, THE ENGINEER OR THE GOVERNING AGENCY.
W
WIDTWH CATCH BASIN
Engineering * Surveying * Planning * Construction Managementat
2191 stn street, suite 200, Norco, Ca. 92860-1967
(951) 736-2040 Fax (951) 736-5292
- -
OU S N. CR USE R.C.E. No. 23796 EXP. 12/31/05 DATE
DRAWN BY:
ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR
B.0
BEGINING OF CURVE
UTILITIES
OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTORS AND
E.0
INV.
END OF CURVE
INVERT OF PIPE
SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOUR WITH
S.D.E
STORM DRAIN EASEMENT
WATER: FONTANA WATER COMPANY
"CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE AN ANY WAY FOR THE CONTRACTORS OR
82
NUMBER
KD
TELEPHONE
N0. 909 822-2201
( )
SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
Ph
AD ELEVATION
SEWER: CITY
OF FONTANA
ENGR.
-01PP
POWER POLE
TELEPHONE
NO. (909)350-6760
ENGINEERS NOTICE TO CONTRACTORS L�\J
A _�)_
STREET LIGHT
ELECTRIC:
SOUTHERN CALIFORNIA EDISON
FIRE HYDRANT
TELEPHONE
NO. (800)655-4555
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
STREET NAME SIGN
GAS: THE
GAS COMPANY
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS
TELEPHONE
NO. (800)427-2200
SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION NEITHER OF SAID LINES NOR FOR UTILITIES OR LUTELEPHONE Ex
cc
OWNER
C2355IFIC BELL CO.
IRRIGA11ON LINES ONS ARE NOT THE SHALL BALRESPONSIBLE UTILITY AND (GATION
NTHIIS YING
TELEPHONE
NO. (800)750
EXCAVATION TOHOWN.
DETERM NE EXACTLOCATIONOFCTOR
COMPANIES PRIOR 00SE WORK ON LINES ABFFECTING WORK,LL
WHETH R OR NOT SHOWN
RYLAND
HOMES OF CALIFORNIA
HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES.7r
1250 CORONA
POINTE COURT, SUITE
100
THE CONTRACTOR SHALL CALL IN A LOCATION • REQUEST TO UNDERGROUND SERVICE ALERT (USA) PHONE 800-2272600 TWO WORKING DAYS
CORONA,
CA 92879
PRIOR TO DIGGING, NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES
(951) 273-3473
UNLESS THE APPLICAT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A.
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 THEPh.
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
�o QROFE A
y��lS per,
W c
"° 2
* Exp. 12-31--05 *
�T�TFOF CAS\F��CiVIL\�
Prepared Under The Supervision Of :
Crouse/Beers & Associates, Inc.
CITY OF FONTANA, CALIFORNIA
TRACT No. 16678
Engineering * Surveying * Planning * Construction Managementat
2191 stn street, suite 200, Norco, Ca. 92860-1967
(951) 736-2040 Fax (951) 736-5292
- -
OU S N. CR USE R.C.E. No. 23796 EXP. 12/31/05 DATE
DRAWN BY:
Oni_$ITE
STORM DRAIN IMPROVEMENT PLAN
TITLE S ET
SCALE:
DESIGNED BY:
DATE
APRIL, 2005
RECORD DRAWNrG
��
3 �,�
CHECKED BY:
-7
APA &" '43819
DRAWING NO.:
1
REV.
REVISION DESCRIPTION DATE
ENGR.
CITY
DATE