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HomeMy WebLinkAbout5002-1-11 _- - STREET IMPROVEMENT PLANS ANK�55�lu•r QI - !10 TMO $T .! 4� �MJILU�T Q1 ' 1 - i$ a ia-s QI !gsi �t��_i CITY� OF FONT A, I t 11ff Ai VALIEY RIVP �s IIF i . SES SOR S PARCEL NUT����,4BElt 023 121 15 ��D IPROJEC SITE�- APN 0236-0512-30 APN 0236-0521 I I I APN 0236 -052 -OG ( APN 0236-052 35 APN 0236-052-4G tt - " APN 0236-052-47 APN 0236-052-07 APN 0236-052-34 I APN 023G-052-12 I r T W I S QVER _ FLOW APN 0236-121-14 I SI I I �I I "=50' REMOVE EXISTING LARGE SHRUB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INDEX MAP LEGEND AC ASPHALT BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN BSL BUILDING SETBACK LINE CF CURB FACE CG CENTER -GRADE OF PIPE C5P 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 FLIS 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 RNV RIGHT-OF-WAY SEP SEPARATE 5D STORM DRAIN LINE STD STANDARD 5T 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 (X.XX) EXISTING ELEVATION [X.XX] FUTURE ELEVATION PAVING LEGEND REMOVE EXISTING LARGE SHRUB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AC PAVING 1. COLD PLANE * OVERLAY 9O i .760 LF REMOVAL At . PCC PAVING RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND _ l EXISTING PCC PAVING TING R/W APN 0236-OG2-1 I AVENUE I dl G t APN 0236-131-23 I ' I II ik LL 10 APN 0236-131-24 I� is II� I APN 0236-121-02 i L I i w �IQE i iI I STREET LIGHT GENERAL NOTES I . ORNAMENTAL STREET LIGHT 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. 51DEWALK 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 5' 5AWCUT * REMOVE GRIND O. I O' MIN. MIN. ,. EXISTING PAVEMENT EXIST. PAVEMENT AND OVERLAY 0. 1 O' MIN. W/TACK COAT EXISTING PAVEMENT a CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* 4 ' }` a ' �, . 1 INSTALL MIN. G.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 (15,701 SF) GOG TONS AC 2 COLD PLANE * OVERLAY (0. 1' MIN.) PER DETAIL, SHEET I . . . . .6,500 SF 3 0 5AWCUT EXISTING PAVEMENT .� .I ,335 LF�„ I. n a ® REMOVE EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -9,4O0 LF 5O INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) . . . . . . . . . . . . 3 EA VICINITY MAP QREMOVE EXISTING CURB * GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NT -5 Map © Rand McNally & company R.L.08-S-17 O7 REMOVE EXISTING PCC SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,835 SF GENERAL NOTES I ® REMOVE EXISTING LARGE SHRUB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 EA 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE 9O INSTALL 8" CURB GUTTER PER CITY OF FONTANA STD. 1000. .760 LF 10 10. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL QO 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 BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 12' INSTALL SIDEWALK PER CITY OF FONTANA STD. I OOG . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7,735 SF 2. WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO I I REMOVE EXISTING PCC DRIVEWAY APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .995 SF ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, PRECEDENCE PROVISIONS IN THE "GREEN BOOK% THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER Q2 INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN) . . . . . . . . . . . . .I EA FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FOR RESOLUTION. O3 INSTALL STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 1003. IEA 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. REMOVE EXISTING AC DIKE AS BUILT / RECORD DRAWING 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA'S ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. ® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 LF REVISION DESCRIPTION INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC I© INSTALL CA TYPE L- I (OM2 -2V) OBJECT MARKERS PER CA MUTCD 2010, FIG. 3C- I (CA) . . . . . . . . . 8 EA RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7G 10. Q INSTALL 4" WIDE WHITE LANE LINE5 G 2.0% THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 0 INSTALL 22,000 LUMEN HPSV 200 WATT #20 STREET LIGHT PER CITY OF FONTANA STD. 404. .171 LF 3 EA ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO 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 I® INSTALL 9,500 LUMEN HPSV 100 WATT # 10 STREET LIGHT PER CITY OF FONTANA STD. 404 . . . . . . . .I EA AT ALL TIMES. ' ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND STAKING DURING CONSTRUCTION. DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. A APPROVED BY THE CITY ENGINEER. I G. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 5 2' 50' I 40" 28.5' 51 � U Q ct) 1.9po41E7 - I TYPICAL SECTION NT5 EXISTING SLOVER AVENUE R/IN 5TA 23+05.14 TO STA 29+72.59 T I= 9.0 - 10.5 PROOP05E 50' 2' 52' 40" 12' I 5.5' � G' � 0.5' VARIES I G I 9%-2 c u 0 NEW PAVEMENT EXISTING CURB O2 COLD PLANE & OVERLAY DETAIL EXISTING t GUTTER NT5 R/W TYPICAL SECTION EXISTING NT5 PROPOSED SLOVER AVENUE RNV STA 29+72.59 TO 5TA 32+99.65 34" 32' T I= 9.0 - 10.5 21 32' I UNAUTHORIZED CHANGES AND USES 4 2IE5 12'-25" IE5 ' 28' CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR I LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO 5 THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPAREK OF THESE 5, PLANS. BENCH MARK: ` I Q I Q CHISELED SQUARE ON TOP OF CURB AT NORTHEAST CORNER OF VALLEY BOULEVARD * CHERRY AVENUE. APPROXIMATELY 100 FEET EAST OF THE ` 2 16,10-2.650/a \ 2.0% ARIES CENTERLINE OF CHERRY AVENUE. ELEVATION = 1044.1 1 BASIS OF BEARINGS: BEING THE CENTERLINE OF VALLEY BLVD. PER PARCEL MAP NO. 1520 1 . BEING N89°37' 14"E. T-I"T" A T1T`TN TllTl _ SUITE 200 POMONA, CA 91768 ATTN: PAUL TRUMP PHONE: (909) 242-7940 EXT. 1830 FAX: (909) 622-0284 TOLL FREE �`� 1-800-227-2600 0 PIIRI Tr 4rDVTrr RY IwnDDrDntwn crDVTrr Al CDT .� � � �` V 79010 I I I I 2.33% TYPICAL SECTION NTS REDWOOD AVENUE 5TA 4+84.45 TO STA G+54.45 T I= 9.0 - 10.5 �0% D GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF EXISTING CALIFORNIA. TRENCHES LE55 THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. PROPOSED 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT RNV PURPOSE. 10 10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE 2' 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 12' 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, 5.5' G� 0.5' ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, o���� 1461 ford street, suite 105, redlands, ca 92373 OF CA��� giEgCED BY: STANDARDS IN EFFECT. FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR Melon W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2017 FACILITIES. 0 AS BUILT / RECORD DRAWING 4/12/1 G 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. REV. REVISION DESCRIPTION DATE ENGR. qTY DATE �0% D GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF EXISTING CALIFORNIA. TRENCHES LE55 THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. PROPOSED 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT RNV PURPOSE. 10 10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE 2' 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 12' 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, 5.5' G� 0.5' ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, o���� 1461 ford street, suite 105, redlands, ca 92373 OF CA��� giEgCED BY: STANDARDS IN EFFECT. FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR Melon W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2017 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. G 2.0% 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 1 THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL I 7 � 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. 9 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 THI5 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. 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. 0 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 5WALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEA13LE 5WALE5 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 "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 501L 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 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. 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 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THI5 PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS TYPICAL SECTION REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE NTS CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER REDWOOD AVENUE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS STA G+54.45 TO STA 9+24.27 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PM 19394 T 1 =9.0 - 10.5 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTQ�oFEssioNq� , • land planning- lanning•civil COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MELVIN W. civilengineering SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� THATCHER III z •landscape architecture W No. 39 rn DRAWN BY: phone 909.748.7777 o PF THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO a fax 909.748.7776 it Exp. 12/31/17 DESIGNED BY: thatc er engineering & associates, inc. �TF CIVIL PF/MWT BRING THEM INTO CONFORMANCE WITH CONDITIONS AND o���� 1461 ford street, suite 105, redlands, ca 92373 OF CA��� giEgCED BY: STANDARDS IN EFFECT. MWT Melon W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2017 ASP# 12-019 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TITLE SHEET SC,gL, ASSESSORS PARCEL NUMBER 0236-121-15 01 AS SHOWN SLOVER AVENUE * REDWOOD AVENUE DATE: 411211 G PRO BY e. / DRAWING NO.: IX4 ITY ENGINEER R.C.E. 51152 5002 1 5O8015Tab