HomeMy WebLinkAbout2740-1GEMERAL 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 CANNOT 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 IMPLEMENTINT 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
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 T0, 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. REMOVEAL 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 A 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 GEOGECHNICAL 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, EXCEPT FOR RCB CONSTRUCTION.
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.
l , I CONSTRUCTION NOTES ESTIMATE OF QUANT MES
1 CONSTRUCT DBL.12' x 8' REINFORCED CONCRETE BOX PER DETAIL ON SHEET 3
2 CONSTRUCT DBL.14' x 8' REINFORCED CONCRETE BOX PER DETAIL ON SHEET 3
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din 7-71(2 7(l fi 0 9) - h0q C. 1. (2
Q_ CONSTRUCT WINDOWS PER DETAIL ON SHEET 3
T �j` j 4�- INSTALL MANHOLE PER APWA STD. PLAN 323-1, 630-2 Sc 635-2 AS SHOWN ON SHEET 6
� � �✓lUlLRO1010 liE3 �1 IraV9EME AV � mU 5� GRADE EARTH SWALE PER DETAIL 1 ON SHEET 2
CONSTRUCT 3" A.C. OVER COMPACTED NATIVE MATERIAL
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1,AS SHOWN ON SHEET 7
CONSTRUCT 36" CMP RISER PER DETAIL A, AS SHOWN ON SHEET 2
9 CONSTRUCT RIGHT OF WAY FENCE PER S.B.C.F.C.D. SPECIAL DRAWING I, AS SHOWN ON SHEET 19
10 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 344-0, AS SHOWN ON SHEET 8
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SCALE: I 1 "= 1000'
11 CONSTRUCT DOUBLE GATE PER S.B.C.F.C.D. SPECIAL DRAWING I, W=20 , AS SHOWN ON SHEET 19
12 INSTALL CAST IN PLACE BULKHEAD FOR RCB PER DETAIL 3, AS SHOWN ON SHEET 4
13 INSTALL 24" RCP, 1500D
14 REMOVE EXISTING CMP CULVERTS
15 REMOVE AND DISPOSE OF EXISTING CONCRETE STORM DRAIN CHANNEL.
16 INSTALL 18" RCP, 1500D
17 PROTECT AND SUPPORT IN PLACE
18 REMOVE EXISTING GUARD RAIL
19 REMOVE EXISTING A.C. PAVEMENT {
20 REMOVE & DISPOSE OF EXISTING DEBRIS RACKS
21 CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-2, AS SHOWN ON SHEET 7
22 CONSTRUCT TRANSITION STRUCTURE PER DETAILS ON SHEET 5 @ STA. 46+20 TO 46+52
23 INSTALL 42" RCP, 1500D
24
1/4 TON ROCK SLOPE PROTECTION (NO GROUT) 2' THICK MIN.
25 CONSTRUCT 48" CMP RISER PER DETAIL B, SHEET 2
26 CONSTRUCT 6" THICK CONCRETE SLOPE PROTECTION W/#4 REBAR @ 18" O.C.
27 CONSTRUCT 8" DUCTILE IRON SEWER LATERAL (CLASS 150) PER DETAIL ON SHEET 14
28 CONSTRUCT TEMPORARY 6' CHAIN LINK FENCE 2' SOUTH OF EXISTING 6' WOOD FENCE
29 SAWCUT & REMOVE EXISITNG CONCRETE AS NECESSARY
3o INSTALL 6 MIL. POLYETHYLENE VAPOR BARRIER
31 INSTALL 42" CMP (16 GUAGE)
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INDEX
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Sht.12
Sht.13
Sht.140
2
DETAIL SHEET
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CITY OF FONTANA PACIFIC BELL CO.
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ATTN: CARLOS NAVARRO ATTN: STEVE RANDALL
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8353 SIERRA AVENUE 3939 E. CORONADO STREET
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ATTN: AL KROHN
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
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FAx: (909) 823-5046
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ATTN:CARLOS FIMBRES
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7951 REDWOOD AVE. GENERAL TELEPHONE COMPANY
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INDEX
SHEET
STAGE III
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STAG E I I
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2
DETAIL SHEET
CITY OF FONTANA, UTILITY N011FICA110N LIST
3
CITY OF FONTANA PACIFIC BELL CO.
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: CARLOS NAVARRO ATTN: STEVE RANDALL
ATTN: BASIL FABRIZIO
8353 SIERRA AVENUE 3939 E. CORONADO STREET
(909) 824-5352
FONTANA, CA. 92335 ANAHEIM, CA. 92807
(909) 350-6632 (714) 666-5500
FONTANA WATER COMPANY
ATTN: AL KROHN
SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT
8440 NUEVO AVENUE
ATTN: ALAN KESELOFF (800) 227-2600
FONTANA CA. 92235
1981 W. LUGONIA AVENUE
(909) 822-2201
REDLANDS, CA. 92374 COMCAST ( CABLE TV)
FAx: (909) 823-5046
(909) 335-7547 ATTN: JACK HAYES
PLAN & PROFILE
EMERGENCIES: (800) 427-2200 1205 DUPONT AVE.
CUCAMONGA COUNTY WATER DISTRICT
ONTARIO, CA. 91761
SO. CALIF. EDISON COMPANY. (909) 390-4738
ATTN:CARLOS FIMBRES
ATTN: FRAN STEWART
SAN BERNARDIN: AVE.
7951 REDWOOD AVE. GENERAL TELEPHONE COMPANY
RANCHO
HO CUCA MONGA, CA. 91730
CUCA40
FONTANA, CA 92336 ATTN: STEVE HOCK
STA. 74+00 TO STA 84+00
909 357- 6185 1400 E. PHILLIPS BLVD.
PLAN & PROFILE
909 820-5598 - UNDERGROUND ONTARIO, CA. 91766
SPRINT
909 875-5100 - TRANSMISSION (909) 469-6336
EMERGENCIES:1 (800) 521-0579
213 637-1233 - PIPELINES
DETOUR PLANS
909 357-6223 - DISTRIBUTION
17
800 422-4133
MC GUIRE AVE. CLOSURE
PRIVATE ENGINEER'S N0110E TO CONTRACTOR:
DETOUR PLANS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS
ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT
CAN BE MADE IN ALIGNMENT AND/OR
GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT AN RECORD OR
NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL, PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
DESIGN PROFESSIONAL HARMLESS FROM ANY AND' ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF DESIGN
PROFESSIONAL.
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS.
INDEX
SHEET
DESCRIPTION
STATION
1
TITLE SHEET
2
DETAIL SHEET
3
STRUCTURAL DETAILS
4
STRUCTURAL DETAILS
5
STRUCTURAL DETAILS
6
STD. DETAIL DWGS
7
STD. DETAIL DWGS
8
TYP. CROSS SECTIONS
9
INLET DETAIL
10
PLAN & PROFILE
STA. 46+20 TO STA 55+00
11
PLAN & PROFILE
STA. 55+00 TO STA 63+80
12
PLAN & PROFILE
STA. 63+80 TO STA 74+00
13
PLAN & PROFILE
STA. 74+00 TO STA 84+00
14
PLAN & PROFILE
STA. 84+00 TO STA 91+30
15
DETOUR PLANS
CHERRY AVE. CLOSURE
16
DETOUR PLANS
BASELINE AVENUE CLOSURE
17
DETOUR PLANS
MC GUIRE AVE. CLOSURE
18
DETOUR PLANS
MC GUIRE AVE. CLOSURE
19
DETAIL SHEET
20
PLAN & PROFILE
STA. 84 t 00 to STA.94 t30
3610 L.F.
848 L.F.
16 EA.
14 EA.
1830 L.F.
3 7 Q TONS
13 EA.
3 EA.
180 L.F.
20 L.F.
2 EA:
1 EA.
13 L.F.
1014 L.F.
41050 S.F.
10 L.F.
39 EA.
240 L.F.
12160 S.F,
2 EA.
1 EA.
32 L.F.-
162 L.F.
1144 S.F.,---
2 EA.
1520 S.F.
34 L.F. ---
1035
-1035 L.F.
150 S.F.
130730 S.F.
176 L.F.
SPECIAL NOTES:
CONTRACTOR SHALL REFER TO SPECIAL PROVISION S.P. 2-12 FOR CONSTRUCTION STAGING
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N.T.S.
11
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DATE: I L/ &$V V20 IA
Filename: L:\DWG\12102\S1-SDI.DWG