HomeMy WebLinkAbout5742-1GENERAL 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 Tk:
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 ENGINEERING
DEPARTMENT ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START
OF ANY WORK IN THE 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 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 OF 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 EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE
GROUND OR OTHER EQUIVALENT 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.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. LOCATIONS OF PUBLIC 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 IN THE FIELD
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID
INJURY OR DAMAGE THERETO. 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, ELECTRICAL, LIGHTING, CABLE
TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED
WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY
COMPANIES SHALL BE GIVEN TWO WORKING DAY NOTICE PRIOR TO WORK AROUND OLE
THEIR FACILITIES. - - -,
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN 1
VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL 1 (((
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION
AND WATER REQUIREMENTS. 1
1-
13. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND 1
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED - -
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY
VEHICLES. 1
14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
15. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND
VELOCITIES EXCEED 25 MILES PER HOUR.
16. THE CONTRACTOR SHALL NOT NOT CAUSE ANY EXCAVATED MATERIAL, MUD,
SILT OR DEBRIS DURNING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
CITY OF FONTANA
LANDSCAPE IMPROVEMENT PLANS
FOR
FOOTHILL BOULEVARD
OLEANDER AVENUE TO 6007
EAST OF CYPRESS AVENUE
PRIVATE ENGINEER'S NOTE:
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND
UTILITIES OR SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE
PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS
ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE
EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETER OR NOT SHOWN HERON,
AND FOR ANY DAMAGE OR THE PROTECTION OF THESE LINES.
NOTICE TO CONTRACTORS:
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 THE WORK OF THIS PROJECT,
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
SSE
106(_
CITY REQUIRED NOTES:
1.
TITLE SHEET
INSPECTIONS:
2.
CONSTRUCTION LAYOUT/CALLOUT PLAN STA.
24+74.3t TO STA. 34+28.2t
1.) IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEERING
3.
CONSTRUCTION LAYOUT/CALLOUT PLAN STA.
34+28.2t TO STA. 44+20.8t
DIVISION'S LANDSCAPE INSPECTOR 48 HOURS PRIOR TO DESIRED INSPECTION OF AN
4.
CONSTRUCTION DETAILS
ITEM AT (909) 350-6633
5.
IRRIGATION LAYOUT/CALLOUT STA. 27+64.0t
TO 34+28.2t
2.) PRIOR TO RELEASE OF UTILITIES OR MAINTENANCE PERIOD COMMENCEMENT THE
6.
IRRIGATION LAYOUT/CALLOUT STA. 40+80.1t
TO 44+20.8i
FOLLOWING INSPECTIONS ARE REQUIRED:
7.
IRRIGATION DETAILS
A.) PRE -CONSTRUCTION INSPECTION.
B.
PLANTING LAYOUT/CALLOUT PLAN 27+64.Ot
TO 34+28.2t
B.) INSPECTION OF IRRIGATION SYSTEM IN OPEN TRENCH CONDITION (PRIOR TO BACKFILL).
9.
9.
PLANTING LAYOUT/CALLOUT PLAN 40+80.
TO 44+20.8t
MAINLINE PRESSURE TEST AT 150 PSI FOR A THREE (3) HOUR CONTINUOUS PERIOD.
10.
PLANTING DETAILS
C.) IRRIGATION COVERAGE TESTS INCLUDING INITIAL AND FINAL TESTS.
11.
ELECTRICAL OVERALL, SYMBOL LIST & G.N.
D.) FINISH GRADING PRIOR TO PLANTING.
12.
ENLARGED ELECTRICAL STREET PLAN
E.) PLANT MATERIALS PRIOR TO PLANTING AND SOIL PREPARATION.
13.
ENLARGED ELECTRICAL STREET PLAN
F.) PLANTING INCLUDING STREET TREES. CONTACT THE PARKS PLANNING AND LANDSCAPE
14.
ELECTRICAL TREE LAYOUT & DETAILS.
DEVELOPMENT SECTIONS, ENGINEERING DIVISION, FOR SPECIES AND FINAL LOCATIONS.
G.) COMPLIANCE WITH APPROVED PLANS.
H.) FINAL INSPECTION.
3.) THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONTRACTOR SHALL BE PRESENT AT
EACH INSPECTION.
VE. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _CYPRESS A
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SHEET NO. 2, 5 AND 8 DATE
17. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY SOILS MANAGEMENT REPORT:
INSPECTOR.
18. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO IN ORDER TO REDUCE RUNOFF AND ENCOUNTER HEALTHY PLANT GROWTH, A SOILMANAGEMENT REPORT SHALL BE COMPLETED BY THE PROJECT APPLICANT, OR HIS/HERS
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF DESIGNEE, AS FOLLOWS:
THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
19. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO
MATCH EXISTING CONCRETE.
20. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
BEEN PLACED, INSPECTED AND APPROVED.
21. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR
TO PAVING OF STREETS.
22. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED
TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
23. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION
OF THE CITY TRAFFIC ENGINEER.
24. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
ENGINEER.
25. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
BENCH MARK NO. CS 7-12
LOCATION:
SOUTH WEST CORNER OF THE NORTHWEST
CURB RETURN AT THE INTERSECTION OF
SIERRA AVENUE AND FOOTHILL BOULEVARD.
ELEV. 1318.40'
BASIS OF BEARING
CENTERLINE OF SIERRA AVENUE BEING
S00'09'00"E PER TRACT NO. 2775
RECORDED IN MAP BOOK 38 AT PAGE 63,
SAN BERNARDINO COUNTY.
Know what's below.
Call before you dig.
REV.
REVISION DESCRIPTION
1.) SUBMIT SOIL SAMPLING TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS.
A.) SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY
PROTOCOLS REGARDING ADEQUATE SAMPLING DEPTH FOR THE INTENDED PLANTS.
B.) THE SOILS ANALYSIS SHALL INCLUDE:
1.) SOILS TEXTURE;
2.) INFILTRATION RATE DETERMINED BY LABORATORY TEST SOIL TEXTURE
INFILTRATION RATE TABLE;
3.) PH;
4.) TOTAL SOLUBLE SALTS;
5.) SODIUM;
6.) PERCENT ORGANIC MATTER; AND
7.) RECOMMENDATIONS
2.) THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, SHALL COMPLY WITH THE FOLLOWING:
A.) THE SOIL MANAGEMENT REPORT SHALL BE SUBMITTED TO THE CITY AS PART OF
THE CERTIFICATE OF OCCUPANCY.
3.) THE SOIL MANAGEMENT REPORT SHALL BE MADE AVAILABLE TO THE CITY LANDSCAPE
INSPECTOR OR INSPECTOR DESIGNATED BY THE CITY ENGINEER, AND TO THE
LANDSCAPE CONTRACTOR PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.
4.) THE PROJECT APPLICANT, OR HIS/HER DESIGNEE, SHALL HAVE AN INSPECTION BY
A CITY LANDSCAPE INSPECTOR OR INSPECTOR DESIGNATED BY THE CITY ENGINEER,
VERIFYING IMPLEMENTATION OF SOIL MANAGEMENT REPORT RECOMMENDATIONS.
I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE
ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE
APPLICANT / LANDSCAPE ARCHITECT :
DATE :
DATE I ENGR. I CITY I DATE
Na89984
Exp.9-m-18
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FOOTHILL BOULEVARD
INDEX MAP:
SCALE. 1 "-100'
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SHEET NO. 31 6 AND 9
CONTRACTOR'S RESPONSIBILITY FOR SAFETY -
IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL
ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNERS 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 SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
CITY OF FONTANA, UTILITY NOTIFICATION LIST:
UNDERGROUND SERVICE ALERT
(800) 227-2600
THE GAS COMPANY
ATTN: BRUCE WADDELL
1981 W. LUGONIA AVENUE
REDLANDS, CA 92374
(909) 335-7967
FONTANA WATER COMPANY
ATTN: ALBERT G. KROHN
15966 ARROW ROUTE
FONTANA, CA 92335
(909) 822-2201 X 323
TIME WARNER CABLE
ATTN: MIKE MC MILLEN
1500 AUTO CENTER DRIVE
ONTARIO, CA 91761
(909) 975-3402
TKE ENGINEERING, INC.
2305 CHICAGO AVENUE
RIVERSIDE, CA 92507
(951) 680-0440
FAX (951) 680-0490
M. RENNER R.C.E. No. 69984
EXPIRES: 9-30-18
SC EDISON
BLDG D
ATTN: KIM GURULE
P.O. BOX 11982
SANTA ANA, CA 92711-1982
(714) 796-9932
AT&T TRANSMISSION
ATTN: WALTER WERSTIUK
22311 BROOKHURST STREET, #203
HUNTINGTON BEACH, CA 92646
(714) 963-7964
VERIZON
ATTN: CHERYL CONLEY
1400 E. PHILLIPS BOULEVARD
ONTARIO, CA 91766
(909) 469-6369
LANDSCAPE IMPROVEMENTS
FOOTHILL BOULEVARD
OLEANDER AVENUE TO 600' EAST
OF CYPRESS AVENUE
SBC/PAC BELL
ATTN: JASON PARK
1265 N. VAN BUREN STREET, #180
ANAHEIM, CA 92807
(714) 666-5415
CITY OF FONTANA SEWER
ATTN: KEITH KRAMER
16489 ORANGE WAY
FONTANA, CA 92335
(909) 350-6644
SPRINT
ATTN: LYNN DURRETT
282 S. SYCAMORE STREET
RIALTO, CA 92376
(909) 873-8022
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.
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VICINITY MAP:
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CITY OF FONTANA, CALIFORI
LANDSCAPE IMPROVEMENT PLANS
JSAF FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS
TITLE SHEET
/i '--7
DATE:
SEP. 2018
DRAVW NO.: 1
5742 14