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HomeMy WebLinkAbout5000-1I "=G0' INDEX N APN 11 10- 15 1-44 -CL- I CL APN 1110-15 1-45 APN I I 10- 15 1-4G _ HILTON _ 0 0 STREET IMPROVEMENT PLANS CITY OF FONTANA ASSESSOR'S PARCEL NUMBER 1110- 151-53 vq APN I I 10- 151-47 7J:77 I "' 0 I I 0 DRIVE IJ Z I� > I I � Ill U -o z i � I o APN 1110-IGI ! - -DETAIL B PAVING LEGEND UTILITIES: BC BEGINNING OF CURVE BCR WATER COMPANY GAS BUILDING SETBACK LINE AC PAVING FONTANA WATER CO. SOUTHERN CALIFORNIA CENTER -GRADE OF PIPE CSP 1 59GG ARROW ROUTE GAS COMPANY END OF CURVE ECR FONTANA, CA 92335 1981 W. LUGONIA AVE. EDGE OF PAVEMENT FF (909) 822-2201 REDLANDS, CA 92374 FINISH GRADE REMOVAL SEWAGE DISPOSAL (909) 427-2200 FLANGED FS CITY OF FONTANA TELEPHONE GRADE BREAK HDC 8353 SIERRA AVENUE VERIZON a INV FONTANA, CA 9235 1 980 ORANGE TREE LANE, e : PCC PAVING (909) 350-GG32 SUITE 100 PAD ELEVATION PCC ELECTRIC REDLANDS, CA 92374 PROPERTY LINE PP SOUTHERN CALIFORNIA EDI5ON (909) 746-GG40 MANHOLE RIM ELEVATION EXISTING PCC PAVING 287 TENNESSEE STREET CABLE SEPARATE SD REDLANDS, CA 92373 TIME WARNER CABLE STANDARD ST IMP (909) 307-6788 100 CAJON STREET TOP OF BERM TC TOP OF CURB REDLANDS, CA 92373 TOP OF FOOTING TR TOP OF RETAINING (8GG) 582-4G 17 LEGEND AC ASPHALT BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN BSL BUILDING SETBACK LINE CF CURB FACE CG CENTER -GRADE OF PIPE CSP CORRUGATED STEEL PIPE EC END OF CURVE ECR END OF CURVE RETURN EP EDGE OF PAVEMENT FF FINISH FLOOR FG FINISH GRADE FL FLOWLINE ELEVATION FLG FLANGED FS FINISHED SURFACE GB GRADE BREAK HDC HIGH DEFLECTION COUPLING HMA HOT MIX ASPHALT INV PIPE INVERT ELEVATION MH MANHOLE MJ MECHANICAL JOINT PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE PP POWER POLE RIM MANHOLE RIM ELEVATION R/W RIGHT-OF-WAY SEP SEPARATE SD STORM DRAIN LINE 5TD STANDARD ST IMP STREET IMPROVEMENT TB TOP OF BERM TC TOP OF CURB TF TOP OF FOOTING TR TOP OF RETAINING TW TOP OF WALL VC VERTICAL CURVE WC GATE VALVE X.XX PROPOSED ELEVATION (Y -XX) EXISTING ELEVATION [X -XX] FUTURE ELEVATION Q;�Cff551oNq MELVIN W. THATCHER, III Z Wrn * Exp. 12/31/15 7k `ST CIVIL �rF OF CA���o� UNAUTHORIZED CHANGES AND USES CAUTION: 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 PKEPARER OF THESE PLANS. i I CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES IOINSTALL MIN. 5.5" AC OVER 12" MIN, OF 95% COMPACTED NATIVE PER CITY STD. 401 (284 SF) .9.3 TONS AC 0 SAWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 45 LF INSTALL SIDEWALK PER CITY STD. I OOG- MODIFIED TO CURB ADJACENT . . . . . . . . . . . . . . . . . . . 2,780 SF O REMOVE EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I 45 LF &INSTALL MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) . . . . . . .940 5F OG REMOVE EXISTING CURB * GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 55 LF O REMOVE EXISTING PCC SIDEWALK . . . . 314 SF Q INSTALL e500 LUMEN HP5V 100 WATT # 10 STREET LIGHT PER CITY STD. 404 . . . . . . . . . . . . . . . 3 EA. * (ESTIMATE 15 FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES. ** PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE 501L ENGINEER AND APPROVED BY THE CITY ENGINEER. I STREET LIGHT GENERAL NOTES I'. ORNAMENTAL STREETLIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A G FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS 15 SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED 51DEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 404 BENCHMARK TOP OF FIRE HYDRANT LOCATED AT THE SOUTHEAST CORNER OF SULTANA AVENUE AND FOOTHILL BOULEVARD. ELEVATION = 1274,17' BASIS OF BEARING N 89-5515" W, BEING THE CENTERLINE OF HILTON DRIVE A5 SHOWN MAP ON FILE IN BOOK 233, PAGES 88 THROUGH 90, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA. GENERAL NOTES , I : ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 5TANDArD 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'5 ENGINEERING DIVI5101`4 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. G. 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 FIVE (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 LE55 THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF THE 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. 1 1, 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. I G. 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 BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF TH15 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 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 FEET 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. 2 1 . 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 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALE5 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, 2G. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP "5" 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 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1 . 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 5AT15FACTION 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. 3G. A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON51BILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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 COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ASP# 12-00002 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PREPARED FOR/APPLICANT: DMV, LLC RICK JENKINS 700 SOUTH FLOWER ST., STE 2400 LOS ANGELES, CA 900 17 PHONE: (2 1 3) 225-2225 X 220 Q Q DIAL TW❑ W❑RKIPG BEFORE DAY❑UBDIGRE YOU DIG TOLL FREE I -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .�".--. vc.,ri, S; - 'gawk St -. - -- m R - >< Park .. Walnut St CITY OF FONTANA, CALIFORNIA Walnut Ave STREET IMPROVEMENT PLANS - - n el - Base Ise Rd - -; -:. :. Heritage BaWine Rd '..:' - Baseline Rd...: . p - Park o- Jackson C, DATE: 2/26/14 .rn' m CHECKED BY: MWT APPRO , /yJOOO r I 2 r �• f< - n=off PROJEC Miller A e _ '<° ..,°- n ^� Mlllei y�� MiIler Ava ro r�' J Q v) T . � ENGR. M oknyrk > Pa CITY NGINE R.C.E. 51152 > < gg m � Fyo,v�. tans s - � Garcia Dr H'Llbe'w PkY t16e1tv P*S '< HHton Dr Paine St '" __.footFuN Bhrd•__�:..:,:- _.:.,._� ._,__._-.-Q RwtMkRfvd ,.-:---.. .+..,._. �,/�.-Fo. I.HhM .,-�.. -.,--ooMM Blvd .:._: Aw c - - Owen Se ¢ ~; - Hwy Avow FWVy Arrow Route s Arrow Route' Arrow Hwy < < s Arrow NwY Arron _ .. - Whittrant Ave n WhittramAve ... WhlttramAve -xro7.,y Y L45- I 7 < r. - Ceres Ave 4' .'._ � Morrill Ave 6-Mern0 Av - - - - playa St Auto Glub t ro w i '" ae p Athol St thol St . th St' 6m St b Randall Ave Randall Ave m Randall Avg Map © Rand McNally & Company R.L. 09-S-09 _ VICINITY MAP NTS GENERAL NOTES , I : ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 5TANDArD 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'5 ENGINEERING DIVI5101`4 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. G. 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 FIVE (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 LE55 THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF THE 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. 1 1, 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. I G. 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 BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF TH15 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 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 FEET 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. 2 1 . 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 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALE5 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, 2G. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP "5" 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 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1 . 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 5AT15FACTION 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. 3G. A5 -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON51BILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION 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 COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ASP# 12-00002 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PREPARED FOR/APPLICANT: DMV, LLC RICK JENKINS 700 SOUTH FLOWER ST., STE 2400 LOS ANGELES, CA 900 17 PHONE: (2 1 3) 225-2225 X 220 Q Q DIAL TW❑ W❑RKIPG BEFORE DAY❑UBDIGRE YOU DIG TOLL FREE I -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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,landscape THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. I Q�O�E5s101V7 •land tannin o p g ��' 'MELVIN W. '• civil engineering � THATCHE IIIHEMLOCK architecture . 399G4�- rnDRAWN phone 909.748.7777 +>/ � fax 909.748.7776 it Exp. 12/31/15 In � civlL �� thaering associates, inc. �r �� 1461 ford street, suite 105, redlands, ca 92373 OFCA\- °� Z-27�i4- Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 201 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS BY: PF PLAN SKEET ASSESSOR'S PARCEL NUMBER 0236-121-15 0 I HEMLOCK AVE UE HILTON DRIVE �A�; AS SHOWN DESIGNED BY:ATTN: PF/MWT DATE: 2/26/14 CHECKED BY: MWT APPRO , /yJOOO DRAWING NO.: I 2 SIDEWALK MODIFIED TO CURB ADJACENT y�� v) REV REVISION DESCRIPTION DATE ENGR. CITY DATE CITY NGINE R.C.E. 51152 117227R I rev