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HomeMy WebLinkAbout5381-1STREET IMPROVEMENT PLAN 11175 REDWOOD AVENUE ASSESSOR'S PARCEL NUMBERS: 0236-201-28 CITY OF FONTANA SEE DETAIL'A', 11 THIS SHEET �!I APN 023G-201-15 EXISTING ILJ EXISTING BUILDING EXISTING P BUILDING II II N Ib J 7- II'' -�.__ -1 I � � ` 11TE4 EXISTING FL N • I O 4 I N - a O PROPOSED RNV I PROPOSED BUILDING - I APN 023G-201-1(5 :EXISTING APN 023C;-201-1 7 APN 023G-201-29 PL LEGAL DESCRIPTION PRIVATE ENGINEER'S NOTE TO CONTRACTOR PARCEL 2 OF PARCEL MAP NO. 6980. IN THE CITY OF FONTANA. COUNTY OF SAN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN ON BERNARDINO, STATE OF CALIFORNIA.. AS PER MAP RECORDED IN BOOK 67, PAGE(S) THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. 4 1, OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED 12G5 N. VAN BUREN STREET. RM 180 TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE FONTANA, CA 92335 CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR EASEMENTS STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. I AN EASEMENT FOR STREET AND HIGHWAY AND INCIDENTAL PURPOSES PER CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE PARCEL MAP NO, 6980 FILED OR RECORDED ON AUGUST 14, 1981 IN BOOK CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS G7, PAGE 4 1 OF PARCEL MAPS. AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL TIME WARNER CABLE WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER SAID EASEMENT IS FULLY CONTAINED WITHIN REDWOOD AVENUE RIGHT OF WAY. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE REDLANDS, CA 92373 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ONTARIO, CA 9 1 7G I OF THE OWNER OR THE ENGINEER. BENCHMARK (909) 975-3439 CITY Of FONTANA BM 5 17 UNAUTHORIZED CHANGES AND USES PK NAIL IN POLE #335739E NW CORNER REDWOOD AND SANTA ANA CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR.. ELEVATION = 981.30 UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BASIS OF BEARING THE CENTERLINE OF REDWOOD AVENUE PER PMB 67/41 BEING N0003600T UTILITIES NOTE: NOTHING SHOWN OR NOT SHOWN ON THESE PLANS SHALL PRECLUDE THE CONTRACTOR FROM ADHERING TO ADA REQUIREMENTS. ELECTRIC SEWER PHONE SOUTHERN CALIFORNIA ED15ON COMPANY CITY OF FONTANA ATtT 7951 REDWOOD AVENUE 8353 SIERRA AVE 12G5 N. VAN BUREN STREET. RM 180 FONTANA, CA 92336 FONTANA, CA 92335 ANAHEIM. CA 92807 (909) 357-6585 (909) 350-7670 (7 14) GGG-5503 GAS WATER CABLE SOUTHERN CALIFORNIA GAS COMPANY FONTANA WATER COMPANY TIME WARNER CABLE 1981 WEST LUGONIA AVENUE 1 59GG ARROW ROUTE 1 500 AUTO CENTER DRIVE REDLANDS, CA 92373 FONTANA, CA 92335 ONTARIO, CA 9 1 7G I (909) 335-7750 (909) 822-2201 (909) 975-3439 PREPARED FOR: W.M. KLORMAN CONSTRUCTION CORPORATION ATTN: WILLIAM KLOKMAN, PRESIDENT, CEO 23047 VENTURA BOULEVARD WOODLAND HILLS, CA 9 1 3G4 PHONE: (8 1 8) 59 1-59G9 SOURCE OF SURVEY TOPOGRAPHIC SURVEY DATED OCTOBER, 2014 AS CONDUCTED BY ON POINT LAND SURVEYING INC. 370 ALABAMA STREET, SUITE A REDLANDS, CALIFORNIA 92374 PHONE: (909) 792-2221 FAX: (909) 784-1836 TOLL FRET= 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SOILS ENGINEER: HILLTOP GEOTECHNICAL, INC. 786 SOUTH GIFFORD AVENUE SAN BERNARDINO, CA 9240(5 PROJECT NO. 980-A 14 DATED: 1 2/ 1 112014 PHONE: (909) 890-9079 APN 0236- 19 1-25 1_ - 61r - GENERAL NOTES ----- ---- = - Q - EX. R/W° 7 .9.60% r_777-- I 2.0 PROPOSED R/W � - - 6 �gFN�j�(\NG��� -- -- >_ - - C 9 CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES* lO SAWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I 10 LF 2O REMOVE EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I 00 SF O REMOVE EXISTING PCC CURB AND GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 LF 40 REMOVE EXISTING PCC DRIVEWAY APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .240 SF 0 REMOVE EXISTING PCC SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .440 SF © INSTALL 5.5" MIN. AC PAVEMENT OVER 12" OF 9507o COMPACTED NATIVE 5U13GRADE 3 TONS AC PER CITY STD. 400" (1 00 SF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 CY BASE l� INSTALL 4" THICK PCC SIDEWALK PER CITY STD. I OOG. . . . . . . . . . . . . . . . . . . . . . . . . . .385 SF ® INSTALL 8" PCC CURB t GUTTER PER CITY STD. 1000 . . . . . . . . . . . . . . . . . . . . . . . . . . .20 LF O INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1 002 (W=AS SHOWN) . . . . . . . . . . .I EA INSTALL STREET LIGHT PER STREET LIGHT PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I EA " ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER. I . 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'S 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) 350-7G 10. 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 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 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 CALTKANS. 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. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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. APN 0236- 19 1- 1 2 - - Q LU D O Lno � O cnLLnw ?� D i; C,5 DETAIL 'A' JU4 AL ISO DR 70 �- � 1 AV a � PROJEC � � SITE fs a �I i earsrx DOR 1Fti /5 AV JURUVA L 771 �a "I W• mi, t� �ooaw. o �._�1gf A f1 o tt,,, - ,.100 p 2280 a__.� -teas Faros ",sacs OR _ RIM U VICINITY MAP I HT5 Map © Rand McNally & company R.L.09-S-17 8" WATER8" WATER 8" WATER WATER MAIN I 33, EXTENSION BY I J FONTANA WATER + U TD== COMPANY AVENUE x l9LL ---- T - I - - -I- m w20- m `� I UNDERGROUND ELECTRIC 2 I LINE BY BY OTHERS 22, 32'34' I TELEPHONE MANHOLE; - -v = --- 121 330.16- E 30. 18' -____ F- - 2' 2 - PROPOSED RNV N I 5CALE: "=20' 0 20 40 GO HATCHING LEGEND ° a PROPOSED PCC PAVING PROPOSED 4" AC OVER 4.5" CLASS II BASE"" PROPOSED SCE I TRANSFORMER BY OTHERS EXISTING PCC PAVING REMOVAL 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 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 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 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 SURFACE 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. 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. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. Q�OFtssIO/v • land planning �o C` • civil engineering MELVIN W. THATCHER, III y C • landscape architecture L rn DRAWN BY - 00 No. 39964 rn phone 909.748.7777 oG � -� - /,U PF fax 909.748.7776 it Exp. 12/3 1/15 DESIGNED BY: thatc er engineering & associates, inc. S'�T� CIVIL �� PF/MWT 1461 ford street, suite 105, redlands, ca 92373 OF CA��F CHECKED BY: _fes_ v -A` M WT Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 201 5 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN PROPOSED REBAR FABRICATION FACILITY 1 1 175 REDWOOD AVENUE P� G-201 -28 APPROVE!, Y: 61 -TY ENGMEER R.C.E. 51152 SCALE: AS SHOWN DATE: 8/12/15 DRAWING NO.: 5381 I 1580018 �C) L9 C) � o N Ln 0 o - REDWOOD _ 18 ``0 O z I NO 38'00"E S6 ��FT� WSJ Q�Ow c � m n ��� "P2 - EX. R/W° 7 .9.60% r_777-- I 2.0 PROPOSED R/W � - - 6 �gFN�j�(\NG��� -- -- >_ - - C 9 CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES* lO SAWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I 10 LF 2O REMOVE EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I 00 SF O REMOVE EXISTING PCC CURB AND GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 LF 40 REMOVE EXISTING PCC DRIVEWAY APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .240 SF 0 REMOVE EXISTING PCC SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .440 SF © INSTALL 5.5" MIN. AC PAVEMENT OVER 12" OF 9507o COMPACTED NATIVE 5U13GRADE 3 TONS AC PER CITY STD. 400" (1 00 SF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 CY BASE l� INSTALL 4" THICK PCC SIDEWALK PER CITY STD. I OOG. . . . . . . . . . . . . . . . . . . . . . . . . . .385 SF ® INSTALL 8" PCC CURB t GUTTER PER CITY STD. 1000 . . . . . . . . . . . . . . . . . . . . . . . . . . .20 LF O INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1 002 (W=AS SHOWN) . . . . . . . . . . .I EA INSTALL STREET LIGHT PER STREET LIGHT PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I EA " ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER. I . 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'S 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) 350-7G 10. 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 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 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 CALTKANS. 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. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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. APN 0236- 19 1- 1 2 - - Q LU D O Lno � O cnLLnw ?� D i; C,5 DETAIL 'A' JU4 AL ISO DR 70 �- � 1 AV a � PROJEC � � SITE fs a �I i earsrx DOR 1Fti /5 AV JURUVA L 771 �a "I W• mi, t� �ooaw. o �._�1gf A f1 o tt,,, - ,.100 p 2280 a__.� -teas Faros ",sacs OR _ RIM U VICINITY MAP I HT5 Map © Rand McNally & company R.L.09-S-17 8" WATER8" WATER 8" WATER WATER MAIN I 33, EXTENSION BY I J FONTANA WATER + U TD== COMPANY AVENUE x l9LL ---- T - I - - -I- m w20- m `� I UNDERGROUND ELECTRIC 2 I LINE BY BY OTHERS 22, 32'34' I TELEPHONE MANHOLE; - -v = --- 121 330.16- E 30. 18' -____ F- - 2' 2 - PROPOSED RNV N I 5CALE: "=20' 0 20 40 GO HATCHING LEGEND ° a PROPOSED PCC PAVING PROPOSED 4" AC OVER 4.5" CLASS II BASE"" PROPOSED SCE I TRANSFORMER BY OTHERS EXISTING PCC PAVING REMOVAL 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 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 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 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 SURFACE 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. 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. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. Q�OFtssIO/v • land planning �o C` • civil engineering MELVIN W. THATCHER, III y C • landscape architecture L rn DRAWN BY - 00 No. 39964 rn phone 909.748.7777 oG � -� - /,U PF fax 909.748.7776 it Exp. 12/3 1/15 DESIGNED BY: thatc er engineering & associates, inc. S'�T� CIVIL �� PF/MWT 1461 ford street, suite 105, redlands, ca 92373 OF CA��F CHECKED BY: _fes_ v -A` M WT Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31 , 201 5 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN PROPOSED REBAR FABRICATION FACILITY 1 1 175 REDWOOD AVENUE P� G-201 -28 APPROVE!, Y: 61 -TY ENGMEER R.C.E. 51152 SCALE: AS SHOWN DATE: 8/12/15 DRAWING NO.: 5381 I 1580018