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Home My WebLink About5794-1CP 3 U I N O I 0 N I 0 w �n I w w 0 i U) a� a� r v� i C a� a� C w u; 0 i a. C. 170 0 a� L a L v w i c w C '6 .) 0 0 0 a; 0 0 c 0 w N O I 0 N 0 N I 0 a, i .GENERAL 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 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. %. 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 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. 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 AN 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 THE 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 TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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. 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 COMPACTION. 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-ERODEABLE 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 REVISION 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 FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 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. Underground Service Alert CaII:TOII FREE 1-800 9 227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE CITY OF FONTANA STREET IMPROVEMENT PLAN 1101616- 11128 HEMLOCK AVENUE, FONTANA CA 92337 APN: 0237-122-06 I I r I r EXISTING wooI • --- 1 9 + ` I I I + 11� i i BUILDING + --U L] + I I 1 EXISTING R/W PROPOSED R/W PROPOSED R/W 7/ ---------------�-T HEMLOCK AVENUE -----------------T------T,---,--- y I I __ --=_ -==J-------- -� - -}------------ - --�- - --- _---- PRIVATE ENGINEER'S NOTICE TO SUBCONTRACTORS CONTRACTOR 1. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS FOR GRADING, DRAINAGE AND UNDERGROUND FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. 2. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGY REPORTS, AND THE SITE CONDITIONS PRIOR TO COMMENCING WORK. 5. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER BEFORE PROCEEDING WITH THE WORK IN QUESTION. BENCHMARK DESIGNATION: OF 628 PID: EV9267 ELEVATION: 1006.35' (NAVD 88) LOCATION: 0.1 MILE (0.2 KM) SOUTH FROM THE INTERSECTION OF POPLAR AVE AND JURUPA AVE 55 FEET (16.8 M) SOUTH OF NICOLE WAY 26.5 FEET (8.1 M) WAST OF POPLAR AVE AT THE NORTH END OF A 44 FOOT (13.4 M) LONG FLOOD CONTROL CHANNEL WALL. A STANDARD MWDSC 3-1/4 INCH ALUMINUM DISK SET IN TOP OF HEADWALL. LOCATION MAP Z SCALE: 1 "=50' SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 STREET IMPROVEMENT PLAN SPECIAL NOTE TO CONTRACTOR: 1. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE 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 PERFORMANCE OF WORK ON PROJECT. 2. ALL EXISTING TOPOGRAPHY AND PROPOSED GRADE SHOULD BE FIELD VERIFIED. 3. CITY OF FONTANA STANDARD DRAWING TAKE PRECEDENT OVER ALL PROJECT DRAWINGS. 4. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND REVISIONS SHALL SUBMITTED TO THE CITY ENGINEER FOR REVIEW. UNAUTHORIZED CHANGES AND USES: WESTLAND GROUP 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 WESTLAND GROUP. 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 STANDARDS IN EFFECT. ENTERPRISE RENT -A -CAR OF LOS ANGELES, LLC 333 CITY BLVD. WEST, SUITE 1115 ORANGE, CA 92868 ATTN: BILL BETTISON PH: 657-221-4513 CIVIL ENGINEER WESTLAND GROUP INC. 4150 CONCOURS, SUITE 100 ONTARIO, CA 91764 TEL (909)-989-9789 CONTACT: SIARA MACKINNEY ¢ W Q SAN BERNARDINO 10 FREEWAY SLOVER AVE. U 0 0 0 i Q SANTA ANA AVE. PROJECT 0 0 W SITE JURUPA U w �7AVF. _-- - - VICINITY MAP NO SCALE LBA REALTY 3347 MICHELSON, SUITE 200 IRVINE, CA 92612 ATTN: BOB KUBICHEK PH: 949-955-9323 ARCHITECT DLR GROUP, INC 6225 NORTH 24TH STREET, SUITE 250 PHOENIX, AZ 85016 ATTN: BEN FORTH PH: 602-381-8580 UTILITY NOTIFICATIONS CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 FONTANA WATER COMPANY COMCAST (CABLE TV) 8440 NUEVO AVE. 1205 DUPONT AVE. FONTANA, CA. 92235 ONTARIO, CA 91761 (909) 822-2201 (909)390-4738 CRAWFORD CANYON MUTUAL WATER CO. GENERAL TELEPHONE CO. 868-6040 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 -- UNDERGROUND SERVICE ALERT (800) 422-4133 (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY SOUTHERN CALIFORNIA GAS COMPANY 300 N. PEPPER STREET 1981 W. LUGONIA AVE. RIALTO, CA 92376 REDLANDS, CA 92374 (909) 820-5598 -- UNDERGROUND (909) 335-7547 (909) 875-5100 -- TRANSMISSION EMERGENCIES: (800) 427-2200 (213) 637-1233 -- PIPELINES CONSTRUCTION NOTES Oi CONSTRUCT INDUSTRIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN NO. 1002 (W=PER PLAN) - - - 2,450 SF 0 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003 - - - - - - 1 EA 0 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT IN KIND - - - - - - - - - - - 215 SF 0 REMOVE EXISTING CURB AND GUTTER - - - - - - - - - - - - - - - - - 118 LF (D REMOVE EXISTING CONCRETE SIDEWALK - - - - - - - - - - - - - - - - - 762 SF Q REMOVE EXISTING CONCRETE DRIVEWAY APPROACH - - - - - - - - - - - - - - 87 SF (D REMOVE EXISTING CURB ONLY - - - - - - - - - - - - - - - - - - 17 LF Q REMOVE EXISTING ACCESS RAMP - - - - - - - - - - - - - - - - - - 1 EA QQ CONSTRUCT TRANSITION FROM 8" C.F. TO 0" C.F. - - - - - - - - - - - - - - 64 LF o CONSTRUCT 4" THICK PCC SIDEWALK - - - - - - - - - - - - - - - - - 516 SF REMOVE AND REPLACE PORTION OF EXISTING LOCAL DEPRESSION - - - - - - - - - - - 10 SF 12 CONSTRUCT 6" CURB ONLY PER CITY OF FONTANA STD. PLAN NO. 1000 - - - - - - - - - 9 LF 3 CONSTRUCT TRANSITION FROM 8" C.F. TO 6" C.F. - - - - - - - - - - - - - - 7 LF LEGEND & ABBREVIATIONS: - - - PROPERTY LINE AC ASPHALT CONCRETE - - - - - CENTER LINE 4 CENTERLINE - - - - GB- - - - GRADE BREAK CF CURB FACE GB GRADE BREAK - - - - -R - - - - RIDGE FL FLOW LINE - - - -1222- PROPOSED MAJOR CONTOUR FS FINISHED SURFACE PROPOSED MINOR CONTOUR HP HIGH POINT 1222 EXISTING MAJOR CONTOUR LA LANDSCAPE AREA - EXISTING MINOR CONTOUR PCC PORTLAND CEMENT _-12225-_-- - - TOP/BOT SLOPE Iz CONCRETE PROPERTY LINE --- - - - FLOWLINE RG RIDGE ■ ■■ i �� RETAINING WALL TC TOP OF CURB TYP TYPICAL ADA PARKING STALL DF DEEPENED FOOTING ADA P.O.T STRIPING ASP: 1 PLANS PREPARED BY: QROFEssio/ WestLAND y Group, Inc. Lmd . CMI Eng'^mp m. G5 No.85559 FV. 9/30/2020 4150 CONCOURS, ONTARIO, CA 91764 \Q PHONE: (909) 989-9789 FAX: (909) 989-9660 CIV 1� q�F OF CA1 SIGNATURE: DRAWN DRAWN BY: W LG JOB NO: 2018-402 DESIGNED BY: W LG CHECKED BY: R.C.E. NO. DATE CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN 11128 HEML0,61K AVENUE TITLE SHgET APPR ED DATE: `f CITY EN INEER R.C.E. 511 DATE: 04/03/2019 DRAWING NO: 5794 %2 U-F/ U0/ LU I y