HomeMy WebLinkAbout3825-1CITY OF FONTANA, CALIFORNIA
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BAS -ELI -N -E "E B-ETWE-E-N SI.ERRA "E AND MAN -GO "E
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SAN BERNARDINO FRWY (1-10) SIERRA "ENUE BETWEEN -M-1-LLER "E AN -D BASELIN.E. AVE
VICINITY MAP
N.T.S.
,SOILS ENGINE-EIR
CITY & COUNTY SOIL ENGINEERING AND TESTING CORP.
2324, S. VINEYARD AVENUE, SUITE B
ONTARIO, CALIFORNIA- 91761-7775
(909) 930-5868
JOB# C&C2021PI.RPT DATED FEBRUARY 15,2004
-BENCHMARK
THE ELEVATIONS SHOWN- HEREON- ARE BASED ON THE COUNTY
OF SAN BERNARDINO SURVEYOR GPS CONTROL MONUMENT No.
20352. THE VERTICAL DATUM- AS REFERENCED UTILIZES THE
NORTH AMERICAN VERTICAL DATUM OF 1929.
GPS CONROL PT. 20352 ELEVATION: 1408.68 FEET
DESCRIPTION: -FD. 2" IP w/BRASS CAP STAMPED AS SHOWN. SE CORNER S.32
LATITUDE: 34:07'16.761624" LONGITUDE: 117:25'06.720161"
-BASIS OF BEARING:
THE CENTERLINE OF BASELINE AVENUE BEING N89*42'08"W PER
PARCEL MAP No. 15106, P.M.B. 184/89-90.
.A. P. N.:
241-091-249 259 & 64
Milliliff
rAmLtL NO. 1:
THE EAST 1/2 OF LOT 494, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING
TO THE SEMI -TROPIC. LAND AND WATER COMPANY AS PER PLAT IN BOOK I I OF MAP, PAGE
12 RECORDS OF SAID COUNTY.
EXCEPT THEREFROM THE SOUTH 115 FEET OF THE EAST 250 FEET.
AREAS AND DISTANCES OF SAID SUBDIVISION COMPUTED TO STREET CENTERS.
PARCEL No. 2:
THE SOUTH 115 FEET OF THE EAST 250 FEET OF THE EAST 1/2 OF LOT 494, ACCORDING TO
MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER
COMPANY AS PER PLAT RECORDED IN BOOK 11, PAGE 12 OF MAPS, RECORDS OF SAID COUNTY.
AREAS AND DISTANCES COMPUTED TO STREET CENTERS AND SHOWN ON SAID MAP.
PARCEL No. 3:
THE WEST 1/2 OF LOT 494, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING
TO THE SEMI -TROPIC LAND AND WATER COMPANY; AS PER PLAT RECORDED IN BOOK 11, PAGE
12 OF MAPS, RECORDS OF SAID COUNTY.
EXCEPTING THEREFROM THE SOUTH 100 FEET OF THE WEST 280 FEET.
ALSO EXCEPTING THAT PORTION CONVEYED TO THE COUNTY OF SAN BERNARDINO BY DEED
RECORDED JANUARY 11, 1957 IN BOOK 4128, PAGE 258 OFFICIAL RECORDS.
NOTE: AREA AND DISTANCES COMPUTED TO STREET CENTERS.
ALSO EXCEPTING THEREFROM PARCEL 1 OF PARCEL. MAPS No. 15106, AS PER PLAT RECORDED
IN BOOK 184, PAGES 89 AND 90 OF PARCEL. MAPS, RECORDS OF SAID COUNTY.
NOTES: BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES (SWPPP)
1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE
SITE VIA SWALES, AREA DRAIN OR NATURAL DRAINAGE COURSES.
2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED
FROM THE SITE BY THE FORCES OF WIND OR WATER.
3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIAL MUST BE STORED IN- ACCORDANCE WITH THEIR LISTING AND ARE
NOT TO- CONTAMINATE THE SOIL AND SURFACE WATERS, ALL APPROVED STORAGE. CONTAINERS ARE TO BE PROTECTED
FROM- WEATHER, SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY
NOT BE WASHED INTO THE DRAINAGE SYSTEM.
4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED IN THE PUBLIC RIGHT OF WAY OR ANY OTHER DRAINAGE SYSTEM.
PROVISIONS SHALL BE MADE TO DRAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
5. TRASH AND OTHER CONSTRUCTION RELATED DEBRIS MUST BE DEPOSITED INTO COVERED RECEPTACLE TO PREVENT
CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
6. DEPOSITION OF SEDIMENTS, SOILS OR OTHER MATERIAL BY VEHICULAR TRAFFIC LEAVING THE PROJECT SITE MUST NOT BE
ALLOWED. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING
DEPOSITED INTO THE PUBLIC RIGHT-OF-WAY, ACCIDENTAL OR BY OTHER MEANS.
7. ANY SLOPE WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY
WIND AND WATER.
NOTES:: NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
1. UNLESS NOTED OTHERWISE, ALL EXISTING SITE IMPROVEMENTS SHALL BE PROTECTED IN PLACE.
2. ALL EXISTING CONDMONS ARE TO BE VERIFIED AT THE SITE PRIOR TO BIDDING.
3. CLEAN UP OF WORK AND SUPERVISION IS PART OF THE PROJECT.
4. CONSTRUCTION ACTIVITIES OF ONE ACRE OR MORE SHALL REQUIRE A GENERAL CONSTRUCTION STORM WATER PERMIT.
FOR MORE INFORMATION, YOU MAY CALL THE STATE WATER RESOURCES CONTROL BOARD - DIVISION OF WATER
QUALITY AT (916) 657-1146.
UNDERGROUND SERVICE ALERT
CALUTOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
"CAUTION': REMEMBER THAT THE USA CENTER
NOTIFIES ONLY THOSE UTILITIES BELONGING TO
THE CENTER. THERE COULD BE OTHER UTILITIES
PRESENT AT THE WORK SITE. THE CENTER WILL
INFORM YOU OF WHOM THEY WILL NOTIFY.
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9 1 51 (MIN.)
SAWCUT AND REMOVE (MIN.) OR AS DIRECTED GRIND 0.10' MIN.
EXISTING PAVEMENT 0/- EXISTING PAVEMENT AND
OVERLAY 0.10' MIN'.
NEW PAVEMENT EXISTING PAVEMENT
DETAIL N.T.S.
MN PROPOSED PAVEMENT SECTION TO DONG PAVEMENT
VARIES
2" AC
rvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv��.I..�..�
-V--V-V--Vv 4.1
v vvvvv 4,
\/-CLEAN SAND
AC BERM
AC BERM WITH SAND BASE DETAIL
NO SCALE
EXISTING CROSS SLOPE FROM CENTERLINE TO SAWCUT VARIES FROM 2.28% TO 3.96%
SIERRA AVENUE
T.I.=1 0.5
GENERALNOTES:
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 BE 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. 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.
5. 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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. 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.
8. 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 HE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPME14T SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER,
IT SHALL BE TIHE 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.
11. 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.
12. 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.
13. CURVE DATA REFERS TO FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 OF CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THE 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 WATERINGo AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES
PER HOUR.
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMP ACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED.
24. 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.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE
SEWER LATERAL.
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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO RE -VISION AND APPROVAL OF THE
CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL. BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BAR - RICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENPINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
C>
CM
6.5
2-1 MAX.
/SLbPE
NO SCALE
FUTURE CROSS SLOPE VARIES BETWEEN 1.28% AND 3.52%
EXISTING CROSS SLOPE FROM CENTERLINE TO SAWCUT VARIES FROM 0.96% TO 2.32%
BASELINE AVENUE
T.1 .=1 0.5
PROVIDE 3' MIN. SETBACK
FROM BACK OF SIDEWALK
TO TOP OF SLOPE.
ENGINEER I S NOTICE TO CONTRACTOR
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 STRUCTURE5 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 OR 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 $HALL
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.
A-)RAECOiW miO4e4&)1A109
g
N.T.S.
CONSTRUCTION NOTES & QUANTITY ESTIMATE
CONSTRUCT 4" AC OVER 12" MIN. OF 95% COMPACTED SUBGRADE. (BASELINE AVENUE)
179223 SF
CONSTRUCT 6.5" AC OVER 12" MIN. OF 95% COMPACTED SUBGRADE. (SIERRA AVENUE)
89320 SF
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. No. 1003
19271 LF
CONSTRUCT 60' BUS BAY 8" PCC OVER 6" CAB OVER 12" MIN. 95% COMPACTED
19575 St
NATIVE SUBGRADE PER CITY OF FONTANA STANDARD No. 1014.
CONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. No. 1015.
7;-W SF
SAWCUT EXISTING AC PAVEMENT AS SHOWN TO ENSURE A CLEAN BONDING EDGE.
19294 LF
GRIND EXISTING PAVEMENT 0.10' DEEP, 5' WIDE (MIN.) AND OVERLAY WITH A.C. PAVEMENT PER DETAIL HEREON
29588 SF
REMOVE EXISTING AC & DISPOSE OF PROPERLY.
2.9140 SF
REMOVE EXISTING UTILITY POLE. (SEE UNDERGROUND UTILITY PLAN)
7 EACH
ADJUST MANHOLE RIM TO FINISH GRADE PER CITY OF FONTANA STD. No. 109.
1 EACH
CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. No. 136.
153 LF
CONSTRUCT SIDEWALK DRAIN (SIZE 3) PER PLAN & CITY OF FONTANA STD. No. 124-A
I EACH
CONSTRUCT SIDEWALK DRAIN TO OUTLET AT RIGHT-OF-WAY AND GRADE TO DRAIN AT 1.0% MIN.
INSTALL BARRICADE PER CITY OF FONTANA STD. No. 118 t:r
I EACH
REMOVE TREE
39 EACH
RELOCATE SIGN
3 EACH
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. No..,104 (MODIFIED TO W=8')
1286 SF
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. No. 1006
284 SF
FOLLOWING PLACEMENT OF AC PAVEMENT PER CONSTRUCTION NOTE 2, BACKFILL AREA
1660 SF
BETWEEN CURB & DIKE WITH 6" OF CLEAN SAND AND 2" A.C. CAP PER DETAIL HEREON.
PROVIDE 8" PVC SDR 35 "BUBBLERn DRAJN WITH UNDERSIDEWALK DRAIN PER CffY OF FONTANA STD. No. 124-A (SIZE 3)
210 LF
119,
VARIES FROM 126' TO 162" (SEE PLAN)
53'
66'
60' VARIES 66'
TO 102'
54' 12'
La VARIES 48' TO 67'
259
6 9
------------
CD VARIES 6
0
I— La 191 TO 261
-34
RIB 2%
4. -34X
SEE PLAN
1.93
.9.-., -
SEE PLAN
FOR LIMITS
PROVIDE 3' MIN. SETBACK FOR LIMITS
FROM BACK OF SIDEWALK
TYPICAL SECTION
TO TOP OF SLOPE. TYPICAL SECT -ION
3
NO SCALE
EXISTING CROSS SLOPE FROM CENTERLINE TO SAWCUT VARIES FROM 2.28% TO 3.96%
SIERRA AVENUE
T.I.=1 0.5
GENERALNOTES:
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 BE 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. 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.
5. 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.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. 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.
8. 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 HE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPME14T SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER,
IT SHALL BE TIHE 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.
11. 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.
12. 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.
13. CURVE DATA REFERS TO FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 OF CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT
TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THE 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 WATERINGo AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES
PER HOUR.
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMP ACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED
DENSITY IS OBTAINED.
24. 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.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE
SEWER LATERAL.
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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO RE -VISION AND APPROVAL OF THE
CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL. BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BAR - RICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENPINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
C>
CM
6.5
2-1 MAX.
/SLbPE
NO SCALE
FUTURE CROSS SLOPE VARIES BETWEEN 1.28% AND 3.52%
EXISTING CROSS SLOPE FROM CENTERLINE TO SAWCUT VARIES FROM 0.96% TO 2.32%
BASELINE AVENUE
T.1 .=1 0.5
PROVIDE 3' MIN. SETBACK
FROM BACK OF SIDEWALK
TO TOP OF SLOPE.
ENGINEER I S NOTICE TO CONTRACTOR
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 STRUCTURE5 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 OR 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 $HALL
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.
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