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HomeMy WebLinkAbout4507-1SAN BERNARDINO (10) I FREEAWY UNION PACIFICI RAILROAD cl- j --- W------ RIALTO, CA 92376 ---S----- SL 0VER j PROJECT SITE O3 Q © TELEPHONE- (800) 427-2000 cl- 300 N. PEPPER, BLDG B --- W------ RIALTO, CA 92376 ---S----- W GAS- SANTA ANA W Q w 0- z VICII M MAP NO SCALE W A VENUE Q Q 0 A VENUE c SLOVER AVENUE INDEX MAP NO SCALE SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SIERRA AVENUE SHEET 3 SLOVER AVENUE V w w 2 Z) U) z w w w > V Q LEGAL DESCRIP77ON IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STA 7F OF CALIFORNIA. PARCEL 1 OF PARCEL MAP NO. 17522 RECORDED IN PARCEL BOOK 219 PAGES 14 AND 15 RECORDS OF SAN BERNARDINO COUNTY. BASIS OF BEARINGS THE CEN7FRLINE OF SLOVER AVENUE PER PARCEL MAP NO. 16161, P.M.B. 250/50-51 BEING N89'53 27'E BENCH MARK CHISLED IT ON TOP OF CURB 66' WEST OF CHERRY A VE., 36' NORTH OF SL0VER A VE. (BCR). ELEVA LION = 1004.88 B.M. N0. PER C.S.F.B. 4015/1230 V; F31371 ELECTRICITY SOUTHERN CALIFORNIA EDISON —!#,TI,wJ --- G----- 300 N. PEPPER, BLDG B --- W------ RIALTO, CA 92376 ---S----- TELEPHONE- (800) 655-4555 GAS- SOUTHERN CALIFORNIA GAS COMPANY O3 FONTANA, CA 92335 © TELEPHONE- (800) 427-2000 WA IFR.• FONTANA WA TER COMPANY ,0. 8440 NUEVO 10 5O FONTANA CA 92335 O TELEPHONE (909) 822-2201 SEWER. CITY OF FONTANA Ed 8353 SIERRA A VENUE ® FONTANA CA 92335 0 TELEPHONE (909) 350-6632 7ELEPHONE.• SBC 7ELEPHONE COMPANY ® TELEPHONE (800) 750-2355 CABLE TV' ADELPHIA •Zg•Io/NDS 2-03-09 7ELEPHONE.• (800) 538-4770 —!#,TI,wJ --- G----- GAS MAIN --- W------ WATER MAIN ---S----- SEWER MAIN ---ETC -- ELECTRICAL, TELEPHONE & O3 CABLE TV MAIN © WATER METER Q SEWER MANHOLE ,0. FIRE HYDRANT 10 5O STREET LIGHT O THRUST BLOCK 0 EDISON BOX Ed EDISON TRANSFORMER ® EDISON SWITCH BOX 0 C.A. T. V. VAULT 0 TREE ® WATER VA VE STREET IMPROVEMENT PLANS FOR PARCEL 1, PARCEL MAP NO. 17522 CONSTRUCTION NOTES AND OUAN7777ES ES77MA 7F Ol SAW CU7 AND REMOTE REPAVE TOFULL DEP7H- - - - - - - - - - 800 SF O2 SAW CUT AND REMOVE £X/SDNG CURB AND 6U71fR - 400 LF O3 SAW CUT AND REMOVf - EXISTING RAMP AND WALK - - - - - - - - -445 SF O4 REMOIi£EXISANG I9AFf7CPULL 80X--------------3 31 10 5O EXISTING EDISON BOX (PRO 7ECT IN PLACfJ- - - - - - - - - - - -1 EA 6O RELOCATE EXISDNG PEDESTRIAN CROSSING U6HT - - - - - - - - - -1 EA O7 REZOCA IE ,9671NG SIGNAL AND STANDARD U6HT - - - - - - - - -1 EA O8 RfZOCA 1EEXlSDNGBUS STOP SIGN --------------1 EA Q9 CONSTRUCT 8' CONCRETE CURB AND 6U71ER PER CITY OF •Zg•Io/NDS 2-03-09 d�„/ �o ,� FONTANA STANDARD NO. 1000----------------165 CHECKED BY: ff!l LF 10 CONS IRUC7 CONCRE7f CURB ONLY PER CITY OF FONTANA REV. REVISION DESCRIPTION DATE STANDARD N0. 1000(8'CF) -----------------230 CI DATE LF 11 CONSIR(/CT BUS BAY PER CITY Of FONTANA STANDARD N0. 1005- - - -1265 SF 12 CONSTRUCT DRIVEWAY APPROACH PER CITY Of FONTANA STANDARD N0. 1002, WAND RASSHOWN---------------3335 SF 13 CONSTRUCT 4' SIDEWALK PER CITY OF FONTANA STANDARD N0. 1006- - - 5835 SF 14 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STANDARD N0. 3000, W-4; H=4'------- - - - - - - - 1 EA 15 CONSTRUCT BUS STOP SHE ITR PER ARCHITECT PLANS- - - - - - - -1 EA 16 REMOIi£NOSTOPPING SIGN -----------------1 EA 17 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA SID. N0. 1003- - - - 3 EA 18 CONSTRUCT PARKWAY DRAIN PER CITY OF FONTANA STANDARD N0. 3001, W-151/8; H=31/2'----------------4 EA CITY OF FONTANA CUP # 05-045 / DR # 05-061 S'L Y P/LC/L 82' PROP. 24" HIGH r6� --2DIRT BERM I I 1/4" PER FOOT EX. AC PAVING EX. MEADIAN 2.• 1 SLOPE _ I 711 ISLAND n—n n—n n—n iris 2 2% I EX. C&G (2. JOV I i --�-_- I L --J 13 CONC. WALK I TYPICAL HALF CROSS SECTION SLOVER AVENUE 77= 10.00 NO SCALE WL Y P/L PROP. 24" HIGH DIRT BERM—, VARIABLE SLOPE --Ilr 771- -1 I I=1 11=1 11=1 11-1 I I I I I-1 I I-! 11-1 PROPOSED LANDSCAPE AREA .111-111-111 13 CONCC, WALK C/L LEGEND (N.TS) NEW A.C. A.C. OVERLAY NEW CONCRETE fix. c&c TO BE REMOVED O2 TYPICAL HALF STREET CROSS SECTION SIERRA AIiENUE (@ BUS BAY) A=10.50 NO SCALE GRIND 0.10' MIN. -5' MIN. --� EX. PAVf MENT AND OVfRLAY 0.10' MIN. X111 U. PA0£MENr ------------ DETAIL °A" NOT TO SCALE M/N. SAPICU T AND REMOVE 9.. PAVEMENT PAVEMENT LJ i �l oFESS///�;.. S\T CH 0 N0. C28466 LU ; r; cr_ Exp. 03-31-12 CIVIL q,FOF CA1.�F��\ clC-01 . Col"aav, STREET IMPROVEMENT PLANS GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIRCA (IONS FOR PUBLIC WORKS CONSTRUCTION( "GREEN BOOK") ALL REFERENCE SPECIFICA77ONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENT' THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENG/NEER 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 DIKS/ON PRIOR TO THE START OF ANY WORK. INSPEC77ON COORDINATION SHALL BE REQUIRED A T LEAST TWO WORKING DA YS 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 CONTROL, LATEST NON-METER/C ED177ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAfFIC ENGINEER. 6 /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 7YES 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA LION 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 DEP 1 / SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DI VISION OF INDUSTRIAL SAFETY OF THE STA TE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTEN77AL EX/STS FOR GROUND MOVEMENT 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARA7E PERMIT FOR THAT PURPOSE. 10 THE LOCA 77ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM A VAILABLE INFORMA770N, HOWEVER lT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCA 77ON AND ELEVA77ON OF ANY EXIS77NG UTILITIES, AND TO EXERCISE PROPER PRECAU77ON TO AVO/D DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DA YS BEFORE EXCA VA 77ON. 11 THE CONTRACTOR SHALL COORDINATE CONSNUO77ON WITH ALL U77ITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRR/GA77ON DORES 77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, fZ00D CONTROL AND CAL TRANS. ALL U77L/TY COMPANIES SHALL BE GIVEN 7W0 WORKING DAYS NO77CE PRIOR TO WORK AROUND THEIR FACII77ES 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTORS SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERA77ON AND WATER REQUIREMENTS 13. CURVE DATA REFERS TO THE FACE OF CURB. 14 STA770NING REFERS TO THE CENTERLINE OF SIREET5 EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUC77ON 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 PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL STAKING DURING CONSTRUC77ON 16 THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR N077RCA77ON TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EX/STTNG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES 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 CONSTRUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL NO77FY THE ENGINEER ONE WEEK PRIOR TO CONS IRUC77ON SO THA T TELES TO MONUMENTS CAN BE ESTABLISHED FOR LA TER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDEN75 AND BUSINESSES AT ALL 77MES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 71MES /N THE CONSTRUC77ON AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN Ef1EC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WA7FRING, AT ALL 77MES 20 ALL GRADING OPERA77ONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOC177ES EXCEEDS 25 MILES PER HOUR. 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA IED MA IERIAL, MUD, SIL T OR DEBRIS TO BE DEPOSI7ED ONTO PUBIC OR PRI VA TE PROPERTY ADJACENT TO 771E RIGHT OF WA Y DURING CONSTRUC77ON W11 ROUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23 A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN 171E REQUIRED DENSITY SHALL REQUIRE RE-WORK/NG OF THAT POR77ON OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE S1 TE, 171E CITY ENGINEER MAY REQUIRE TEMPORARY NON - ERODE ABLE SWALES ENTER/NG OR LEAVING IMPROVEMENTS 25 THE RNA LOCA 77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77ME OF CONSTRUC77ON AND SHALL CONFORM TO T71E CITY OF FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LA 1ERAL. 28 NO CONCRETE SHALL BE PLACED UN 77L THE FORMS AND REINFORCING S7ZEL HA VE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PA WNG OF STREET 30 APPROVED SOIL SIERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 PAVEMENT STRUCTURAL SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TEST 5 TAKEN AFTER COMPLE77ON OF ROUGH GRADING. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUC7URAL STREET SEC77ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON- COMPLE77ON OF ROUGH GRADING. 33 ALL MANHOLES CLEANOUT FRAMES, COVERS AND VAL VES BOXES SHALL BE RA/SED TO FINISHED GRADE BY THE PA VING CONTRACTOR UPON COMPLE77ON OF PA V/NG. 34 UPON COYPLE77ON OF CONSTRUC77ON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA7ISFAC77ON OF THE CITY TRAFFIC ENGINEER 35 CONTRACTOR SHALL RELOCATE AND/ OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUC77ON TO THE SA77SFAC77ON 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. INDER ENGINEERING, INC. 2651 E. CHAPMAN AVE. STE. 101 FULLERTON, CA. 92831 PHONE (714) 680-9641 FAX (714) 680-9671 . EMAIL: IJCHAUHAN�AOL.COM 91' 39 39' 13' 9 10' Ll --7'-- PROP. BUS BA Y STREET IMPROVEMENT PLAN Y: SCALE: SIERRA AVENUE As Noted BY: ARCEL MAP NO. 17522 CUP 05-045 ]DATE: INDER # 03-17-09 / DR 05-061 11 EX. MEADIAN 1/4" PER FOOT NEW PCC ISLAND , CONC WALK CURB 10211 27, --EX AC PA WNG --- I LEGEND (N.TS) NEW A.C. A.C. OVERLAY NEW CONCRETE fix. c&c TO BE REMOVED O2 TYPICAL HALF STREET CROSS SECTION SIERRA AIiENUE (@ BUS BAY) A=10.50 NO SCALE GRIND 0.10' MIN. -5' MIN. --� EX. PAVf MENT AND OVfRLAY 0.10' MIN. X111 U. PA0£MENr ------------ DETAIL °A" NOT TO SCALE M/N. SAPICU T AND REMOVE 9.. PAVEMENT PAVEMENT LJ i �l oFESS///�;.. S\T CH 0 N0. C28466 LU ; r; cr_ Exp. 03-31-12 CIVIL q,FOF CA1.�F��\ clC-01 . Col"aav, STREET IMPROVEMENT PLANS GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIRCA (IONS FOR PUBLIC WORKS CONSTRUCTION( "GREEN BOOK") ALL REFERENCE SPECIFICA77ONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENT' THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENG/NEER 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 DIKS/ON PRIOR TO THE START OF ANY WORK. INSPEC77ON COORDINATION SHALL BE REQUIRED A T LEAST TWO WORKING DA YS 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 CONTROL, LATEST NON-METER/C ED177ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAfFIC ENGINEER. 6 /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 7YES 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA LION 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 DEP 1 / SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DI VISION OF INDUSTRIAL SAFETY OF THE STA TE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTEN77AL EX/STS FOR GROUND MOVEMENT 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARA7E PERMIT FOR THAT PURPOSE. 10 THE LOCA 77ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM A VAILABLE INFORMA770N, HOWEVER lT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCA 77ON AND ELEVA77ON OF ANY EXIS77NG UTILITIES, AND TO EXERCISE PROPER PRECAU77ON TO AVO/D DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DA YS BEFORE EXCA VA 77ON. 11 THE CONTRACTOR SHALL COORDINATE CONSNUO77ON WITH ALL U77ITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRR/GA77ON DORES 77C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, fZ00D CONTROL AND CAL TRANS. ALL U77L/TY COMPANIES SHALL BE GIVEN 7W0 WORKING DAYS NO77CE PRIOR TO WORK AROUND THEIR FACII77ES 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTORS SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERA77ON AND WATER REQUIREMENTS 13. CURVE DATA REFERS TO THE FACE OF CURB. 14 STA770NING REFERS TO THE CENTERLINE OF SIREET5 EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUC77ON 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 PRESERVA77ON OF BENCHMARKS AND CONSTRUC77ON CONTROL STAKING DURING CONSTRUC77ON 16 THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR N077RCA77ON TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EX/STTNG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES 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 CONSTRUC77ON SHALL BE REPLACED. THE CONTRACTOR SHALL NO77FY THE ENGINEER ONE WEEK PRIOR TO CONS IRUC77ON SO THA T TELES TO MONUMENTS CAN BE ESTABLISHED FOR LA TER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDEN75 AND BUSINESSES AT ALL 77MES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 71MES /N THE CONSTRUC77ON AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN Ef1EC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WA7FRING, AT ALL 77MES 20 ALL GRADING OPERA77ONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOC177ES EXCEEDS 25 MILES PER HOUR. 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCA VA IED MA IERIAL, MUD, SIL T OR DEBRIS TO BE DEPOSI7ED ONTO PUBIC OR PRI VA TE PROPERTY ADJACENT TO 771E RIGHT OF WA Y DURING CONSTRUC77ON W11 ROUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23 A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN 171E REQUIRED DENSITY SHALL REQUIRE RE-WORK/NG OF THAT POR77ON OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE S1 TE, 171E CITY ENGINEER MAY REQUIRE TEMPORARY NON - ERODE ABLE SWALES ENTER/NG OR LEAVING IMPROVEMENTS 25 THE RNA LOCA 77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77ME OF CONSTRUC77ON AND SHALL CONFORM TO T71E CITY OF FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LA 1ERAL. 28 NO CONCRETE SHALL BE PLACED UN 77L THE FORMS AND REINFORCING S7ZEL HA VE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PA WNG OF STREET 30 APPROVED SOIL SIERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 PAVEMENT STRUCTURAL SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TEST 5 TAKEN AFTER COMPLE77ON OF ROUGH GRADING. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUC7URAL STREET SEC77ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON- COMPLE77ON OF ROUGH GRADING. 33 ALL MANHOLES CLEANOUT FRAMES, COVERS AND VAL VES BOXES SHALL BE RA/SED TO FINISHED GRADE BY THE PA VING CONTRACTOR UPON COMPLE77ON OF PA V/NG. 34 UPON COYPLE77ON OF CONSTRUC77ON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA7ISFAC77ON OF THE CITY TRAFFIC ENGINEER 35 CONTRACTOR SHALL RELOCATE AND/ OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUC77ON TO THE SA77SFAC77ON 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. INDER ENGINEERING, INC. 2651 E. CHAPMAN AVE. STE. 101 FULLERTON, CA. 92831 PHONE (714) 680-9641 FAX (714) 680-9671 . EMAIL: IJCHAUHAN�AOL.COM Q O o DIAL TW❑ WORKING DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOULD 0 U LD CO N STR U CTI O N 0 F THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 0 F THE DATE 0 F 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. FES Q�0 S%� ��°��,�\T Cyq�� � �° y92 �G= ' w No.C28466 m � x.03-31.10 -0BEFORE s� Cnn� �Q O ��oQ`' P CAS Prepared Under The Supervision OfPDRAN �, `,, _ _ Date . 3 J7 ZOO CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN Y: SCALE: SIERRA AVENUE As Noted BY: ARCEL MAP NO. 17522 CUP 05-045 ]DATE: INDER # 03-17-09 / DR 05-061 Z RECOPP DRAIWINGS REVISED BUS BAY AREA TO PROTECT EDISON BOX •Zg•Io/NDS 2-03-09 d�„/ �o ,� 10 CHECKED BY: ff!l APP VED �j DATE: CITY NEER R.C.E. 51152 DRAWING NO.: ^� '1��.707 3 REV. REVISION DESCRIPTION DATE ENGR. CI DATE INDER JIT CHAUHAN R.C.E. 28466