HomeMy WebLinkAbout3335-1CITY OF FONTANA STORM DRAIN IMPROVEMENT NO TES
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. 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, CLEAN OUT 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 IS 1350.
O REV. I REVISION DESCRIPTION
j RECORD DRAWING
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CO STALICTION MOTES QVA TIT Y ESTIMATE
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ITEM TO BE CONSTRUCTED OR INSTALLED
QUANTITY
UNIT
19
CONSTRUCT RIPRAP WITH FILTER FABRIC. SIZE & TYPE PER PLAN.
27
C.Y.
27
CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
168
L.F.
28
CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
384
L.F.
29
CONSTRUCT 48" RCP (D -LOAD PER PROFILE)
134
L.F.
30
CONSTRUCT 72" RCP (D -LOAD PER PROFILE)
1023
L.F.
32
CONSTRUCT RISER AND PIPE INLETS PER CALTRANS DETAILS D93B AND D75A(TYPE GMP),
D=48" DETAIL PER SHEET 3.
3
EA.
33
CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2(W=4')
AND LOCAL DEPRESSION PER CITY OF FONTANA STD DETAIL 121
2
EA.
35
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 320-1
3
EA.
36
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 321-1
1
EA.
37
CONSTRUCT HEADWALL PER CALTRANS STD. D89
2
EA.
38
CONSTRUCT RISER PER CALTRANS DETAIL D75A, TYPE GMP
3
EA.
39
JUNCTION STRUCTURE PER APWA STD. 332-1
1
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42
CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-2
2
EA.
43
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DATE PLANNING ■ DESIC3N ■ CONSTRUCTION �I�� O� FONTANA,
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NQBENCH MARK: BASIS ON BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED ,,,I N, '
THE BEARINGS HEREON ARE Q�OfESSIpN STORM DRAIN IMPROVEMENT PLANS FOR
EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO o q� ,, �„ .
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN ti�Q� ���V A. Tply9 `��, ® ® ® 27555 YNEZ ROAD, SUITE 400 TRACT 16074 - OFFSITE - PHASE 2
AS NORTH 89'03 21 EAST h
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NOT TO SCALE
UTILITY CONTACTS
ELECTRICITY
WATER
SEWER
SOUTHERN CALIFORNIA EDISON CO.
WEST SAN BERNARDINO COUNTY
CITY OF FONTANA
300 N. PEPPER AVE.
WATER DISTRICT
8353 SIERRA AVENUE
RIALTO, CA 92376
855 WEST BASELINE, P.O. BOX 920
P.O. BOX 518
UNDERGROUND: (909) 357-6233
RIALTO, CALIFORNIA 92377-0920
FONTANA, CA 92335
TRANSMISSIONS: (909) 875-5100
(909) 875-1804
(909) 350-6632
PIPELINES: (213) 657-1233
ATTN: CARLOS NAVARRO
DISTRIBUTION: (909) 357-6233
PACIFIC BELL
G
4025 LA PALMA STREET
COMCAST CABLEVISION
ANAHEIM, CA. 92807
1205 DUPONT AVE
SOUTHERN CALIFORNIA GAS CO.
(714) 237-6146
ONTARIO, CA 91761
1981 LUGONIA AVE.
ATTN: DELIA LERMA
(909) 390-4738
REDLANDS, CA. 92374
CONTACT: JACK HAYES
ATTN: JOHN OATES
EMERGENCIES: (800) 427-2200
NOTICE TO CONTRACTOR
1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,
AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE
ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY
EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND
NOTIFICATION OF COMMENCEMENT OF WORK.
3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO
PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY
THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE
LOCATIONS ARE FOUND.
4. LOCATION AND ELEVATION Or IMPROVEMENTS TO BE MET BY WORK TO BE
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION
OF NEW WORK.
5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT
OF RECORD OR NOT SHOWN ON THESE PLANS.
O WNER/DEVEL OPER
FORECAST HOMES
3536 CONCOURSE DRIVE, STE 100
ONTARIO, CA 91764
(909) 483-7320
CONTACT: JIM PERRY
CHISELED BOX IN HEREON AND CARRIED FORTH IN A - Z TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALL: a
EASTERLY TOP CURB, PER PARCEL MAP N0. m CONSULTING N S U LTI N G 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com General Notes, Vicinity Map AS SHOWN E
TAMARIND AVE.; 60 12195, P.M.B.158 28-40; DILIGENT MANNER, THE CITY ENGINEER c" p. 3/3190 RJB RLS EL
' � Ex 3/31/04 C
FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO P JOB NUMBER
SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD sf �� �� �� PREPARED NDER HE PERVISION OF: DESIGNED BY: n X Map, nd Idahtity Estimates
500' SOUTH OF SLOVER BRING THEM INTO CONFORMANCE WITH 9 �� 15-100187 <
BEEN ROTATED CLOCKWISE lF OF a�1Eo EL/RJB/M AP D DRAWING N0. <
0•00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: Z Ie8 03 CHECKED B . �K - �� 1 C
89'04'00" EAST. MICHAEL A. LMA RCE NO. 43090 EXP. 3-31-04 MAT 3335 5 ,
TY ENGINEER R.C.E. 1152 DATE: �