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HomeMy WebLinkAbout5424-1GENERAL NOTES FOR STREET IMPROVEMENT PLANS, 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 3PECIF7CA77OVS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK) ALL REFERENCE SPECYRCA77ONS AND STANDARDS SHALL BE THE LATEST ED177CW UNLESS OTHERWISE N07ED. 2. WHEN A TECHNICAL CONFLICT 15 FOUND 70 EX1ST /N THE CONTRACT DOCUMENTS 7HAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PRO WSIONS IN THE GREEN BOOK' THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENG/NEER FOR RESOLUTION. I ALL MATERIALS AND METHODS ARE SU6,CCT 70 THE APPROVAL OF RHE CITY ENGINEER. 4 CON57RUCAOIN PERM/75 SHALL BE ceTA/NED FROM THE CITY OF, FONTANA COMMUNITY DEIELOWMENT DEPARTMENT, ENGINEERING DIVISION PRIOR 70 THE START OF ANY WORK. INSPECTION COORDINA77ON SHALL BE REQUESTED AT LEAST TWO WORK/NG DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC RIGHT -OF WAY WITHIN 7HE CITY LIMITS CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM 70 ALL 7RAFRC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STA TF OF CALIFORNIA MANUAL OF 7RAfF7C CONIROLS LATEST NON-mmIc ED1770N UNLESS 07HERN15E DIRECTED BY THE CITY 7RAFF7C ENGINEER. 6. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 MAINTAIN BARRICADES DELINEATORS OR 07HER 7RAFF7C CONTROL DEVICES AT ALL 77MES 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA77ON OR TRENCH WORK FOR 7RENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STA 7F DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVAPONS GREATER THAN 5 FEET /N DEPTH SHALL BE GUARDED BY SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT 70 THE REQUIREMEN7S OF THE DIVISION OF INDUSTRIAL SAFETY OF 7HE STA TF OF CALIFORNIA. TRENCHES LESS THAN 5 FEET SHALL ALSO BE GUARDED WHEN THE P07EN77AL EXISTS FOR GROUND MOVEMENT. 9. NO MA7FR/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY IW7HOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. f0. 7HE LOCA77CVVS OF U77LI77ES SHOWN HAV£ BEEN DETERMINED FROM AVA/CABLE /NFORMA770N, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CON TRA C TOR TO DETERMINE /N THE FIELD THE TRUE LOCA PON AND ELEVA77ON OF ANY EXIS77NG UTILITIES AND TO EXERCISE PROPER PRECAUT7OW TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 7W0 WORK/NG DAYS BEFORE EXCAVA77ON. 11. 7HE CONTRACTOR SHALL COORDINATE CONS7RUC7I0N WITH ALL UTILITY COMPANIES /NCLUD/NG, BUT NOT LIM17ED TO, GAS TELEPHONE, ELECTRIC, CABLE TELEWSION, LANDSCAPING, LANDSCAPE IRRIGA770N, DOMES77C WATER, RECLAIMED WATER, SEWER, S70RM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES SHALL BE OVEN TWO WORKING DAYS NO77CE PRIOR TO WORK AROUND THEIR FAClUT7ES 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AU7HOR1ZA770N. CON7RACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERA77ON AND WATER REOUIREMENTS Ij CURVE DATA REFERS TO THE FACE O' CURB. 14. STA770N/NG REFERS TO THE CENIERL/NE OF SIREE75 EXCEPT WHERE OTHERWISE N07FD. 15 ADEOUA7F CCNS7RUC7/O1V CONTROL STAKES SHALL BE SET BY THE ENGINEER 70 ENABLE THE CONTRACTOR 70 CONSTRUCT THE WORK TO THE PLAN GRADES THE CON7RACTOR SHALL BE RESPONSIBLE FOR 7HE PRESERVA7701V OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CCNS7RUC7I0N. 16 THE CONTRACTOR SHALL NOT DISTURB EXIS771VG SURVEY MONUMENTS MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR NO TIF 7CA 7701V TO THE CITY ENGINEER. 17• REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY MONUM£N7S MONUMENT ENGINEER OR LICENSED LAND SURVEYOR. A BE DONE BY A REGISTERED CIVIL E TIES AND BENCH MARKS SHALL SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CGNS7RUC77ON SHALL BE REPLACED. THE CONTRACTOR WILL N077FY THE ENGINEER ONE WEEK PRIOR TO THE CONS7RUCT70N SO THAT 77ES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDEN75 AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES /N THE CONS7RUCAON AREA FOR RESIDENTS AND EMERGENCY VEHICLES 19. THE CON7RACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CON77?01, INCLUDING ADEOUATF WATERING AT ALL 77MES 10. ALL GRADING OPERA7701VS SHALL BE DISCCVV77NUED WHEN SUSTAINED WIND VELOCIRES EXCEED 25 MILES PER HOUR. 21. THE CON7RACTOR 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 CONS 7RUC77ON WITHOUT PR/OR WRITTEN APPROVAL. 22 NO 7RENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. 23: A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL R£QUIR£ RE-WYJRKING OF, THAT POR77CN OF THE RORK UNTIL THE SPECIFIED DENSITY /S OBTAINED.. 24. CARE SHOULD BE TAKEN 70 PREVENT GRADES DITCHES, AND SWALES FROM UNDERM/N/NG S7REET IMPROVEMENTS UPON /NSPE6776N OF, THE SI7E THE CITY ENGINEER MAY REOU/RE 7EMPORARY NON -ERODIBLE SWALES ENTER/NG OR LEA WNG IMPROVEMENTS 25. THE FINAL LOCA77ON AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE 77ME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXIS77NG CONCRETE 17. THE SEWER CONTRACTOR SHALL STAMP AN S' /N THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 26 NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCED STEEL HAW BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 70 PAWNG OF STREETS 30. APPROVED SOL S7ERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SEC77ONS SHOWN ARE MIN/MUM AND SUG.ECT 70 REWSIOV AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY THE SOLS TESTS TAKEN AFTER COMPLE770VV OF ROUGH GRADING. 32. AC77JAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR S7RUC7URAL 57REET SECTIONS SHALL BE RECOMMENDED BY A GE07ECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. J3: ALL MANHOLES CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO FIN/SHED GRADE BY THE PAVING CONTRACTOR UPON COUPLE 7701V OF PAWNG. 34 UPON COMPLE7701V OF' CON57RUCT70N, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SA77SFAC77ON OF THE CITY TRAFT7C ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONS TRUC77ON TO THE SA77SFAC77ON OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY 7HE CONTRACTOR 70 THE ENGINEER OF RECORD, WHO SHALL PROVIDc RECORD DRAWINGS TO TH£ CITY ENGINEER. BASIS OF BEAR/NG THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SANTA ANA BETWEEN BEECH A VENUE AND ELM A VENUE PER PARCEL MAP 15179, FILED IN BOOK 186, PAGES 4 THROUGH 5 OF MAPS RECORDS OF SAN BERNARDINO COUNTY, STATE OF CALIFORNIA, BEING NORTH 89' 45' 26' £AST. BENCHMARK SAN BERNARDINO COUNTY IBM PER FIELD BOOK 4015/848 RAILROAD SPIKE IN POWER PILE 17183J N.E. CORNER POPLAR AVE. & SANTA ANA AVE_ EST. FROM BM B-38. ELENA TION: 1019.83 PROPERTY OWNER: NICK SILK FONTANA TERMINAL LLC 6100 S GRAMERCY PLACE LOS ANGELES, CA 90047 (213) 392-1843 UTILITY"0 FOES' CITY OF FONTANA WATER.• FONTANA WATER COMPANY 16803 SPRING STREET FONTANA, CA 92335 (909)81 STREET IMPROVEMENT PLANS SEWER.• CITY OF FONTANA SEWER 8353 SIERRAERRAAAVENUE FONTANA CA. 923J5 (909) 350-6632 POWER: SOUTHERN CALIFORNIA EDISCN COMPANY 1351 E. fR4NC1S ONTARIO, 6A 91761 (909) 947-8215 GAS- SOUTHERN CALIFORNIA GAS COMPANY P.O. BOX 3003 REDLANDS, GI 92J7J (909) 784-8772 CABLE.' 77ME WARNER CABLE 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (800) 892-1253 7ELEPHONE.• VERIZON CALIFORNIA INC. (800) 555-4833 LEGAL DESCR/P710N REAL PROPERTY /N 7H£ CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: PARCEL A: THE WEST 1/2 OF LOT 868, ACCORDING 70 MAP SHO AING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER COMPANY, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CAUFORN/A, AS PER PLAT RECORDED IN BOOK if OF MAPS, PAGE 12, RECORDS OF SAID COUNTY. PARCEL B.• THE EAST 112 OF LOT 868, ACCORDING 70 MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI- TROPIC LAND AND WATER COMPANY /N THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STA 7F OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 11 OF MAPS PAGE 12, RECORDS Or SAID COUNTY. PARCEL C• PARCEL 3 OF PARCEL MAP N0. 11114, /N THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STA TF OF CALIFORNIA, AS PER PLAT RECORDED /N BOOK 127 OF PARCEL MAPS PAGES 10 AND 11, RECORDS OF SAID COUNTY. PARCEL D.• PARCEL 4 OF PARCEL MAP NO. 11114, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 127 OF PARCEL MAPS, PAGE(S) 10 AND 11, RECORDS OF SAID COUNTY. PARCEL E. PARCEL 5 OF PARCEL MAP NO. 11114, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 127 OF PARCEL MAPS, PAGES) 10 AND 11, RECORDS OF SAID COUNTY. STREET IMPROVEMENTS CONSTRUCT 6 1/2' AC OVER 12' CLASS II AB PER CITY STD. NO. 401 AND 402. O2 CONSTRUCT 8' CURB k GUTTER PER CITY OF FONTANA STD. 1000. 0 CONSTRUCT 4' THICK PCC SIDEWALK PER CITY OF FONTANA STD. 1006. l� CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. 1002 (W -PER PLAN'; R -PER PLAN). CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. 3004 (W=21'; V=VARIES, H=4', SEE PLAN) © CONSTRUCT LOCAL DEPRESSION PER CITY STD. 3003, CASE A. 70 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN. Q CONSTRUCTi'WIOTWM/M•V6TH 5.5' MINIMUM AC OVER 12' MIN OF 95% COMPACTED NATIVE. Q9 GRIND 0.10' MINIMUM. 10 CONSTRUCT 0.10' MINIMUM OVERLAY AND PER DETAIL HEREON. 11 CONSTRUCT 8- A.C. BERM PER CITY OF FONTANA STD. 1007 AND DETAIL HEREON. 12 CONSTRUCT 2- A.C. CAP WITH CLEAN SAND BASE. STORMDRAIN IMPROVEMENTS Q CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022. 21 CONSTRUCT 24'0 RCP (D-1800). © CONSTRUCT STORM DRAIN CONNECTION PER CITY OF FONTANA STD. 3025, CCA -00J) SEWER IMPROVEMENTS ©5 CONSTRUCT SEWER CLEANOUT AND BOX PER CITY OF FONTANA STD. 2005 AND 2006. © CONSTRUCT 12'X6' SEWER SADDLE PER CITY OF FONTANA STD. 2008. Q CONSTRUCT 6- VCP SEWER LATERAL AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008 AND 2005. STRIPING IMPROVEMENTS © PAINT SOLID WHITE RIGHT EDGE LINE PER CALTRANS DETAIL 27B. SAWCUT & REMOVE EXIST. PAVEMENT. SAWCUT & REMOVE EXIST. CURB AND GUTTER REMOVE EXIST CATCH BASIN REMOVE EXIS77NG S7ORMORA/N PIPE. 1 LA I RECORo ORAWVN G DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIANO. REVISION DESCRIPTION TQ vJ FOR 11160 ELM AVENUE II r I ,Cil I SII I I I_I I I I I I I I i .I I 1 `:II I L07 669 WATER I ' 3 -7HOO M LAND AND WATER C OMPANY 1l.. I c o 19/1227777 I � o¢o_o I I 411L�� I I i(llulit 1I I l 1 LJ- I 1 tfiYi�j ! iti l i it:: CI Iliiti 1i i I I; Illillill Il�liili Iilllllii fill Ili I;IIi� I �I LANTITI� 5,589 SF 514 L.F. 7,347 S.F. 1,295 SF 1 EA. 2 EA. 'V 4 EA. 24+48.47• 40' RT OF C 98542 TC, 98475fL 85 L.F. BEGIN 8' AC BERM 3,253 SF. 3,253 SF. 11 LF 1 Cy ---- 1N)L.Y INDEX MAP SCALE.- 1"-100' @ 2" MAX AC 34' 4 EA. PROPOSED 32' J7' 111 L.F. 1' WIDE STREET DEDICA77ON 8' 1 EA. 6' 26' 26' 3' x I I 1 EA. 1 1 EA. 3J 30 L.F. EX/ST. 8' CURB EXIST. 8' CURB 8 GUTTER 70 & GUTTER TO REMAIN REMAIN 260 L.F. QUANTITIES 718 SF. 746 LF. 2 EA. 27 LF. kJR 'I! DATE I ENGR. I CITY I DATE 6' TYPICAL STREET SECTION NTS ELM A VENUE (T/. =9. 0) 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. Dar BASE O/L E)LY E.17T. w END 8' AC BERM C JON EX/S77NG DRIVEWAY BCR 1 •I• ` ti/ 12 ' EDGE OF EXIS77NG DRIVEWAY 8 PA VEMENT C 24+56.22,• 40' RT. OF CL @ 2" MAX AC 34' 4 EA. PROPOSED 32' J7' 111 L.F. 1' WIDE STREET DEDICA77ON 8' 1 EA. 6' 26' 26' 3' x I I 1 EA. 1 1 EA. 3J 30 L.F. EX/ST. 8' CURB EXIST. 8' CURB 8 GUTTER 70 & GUTTER TO REMAIN REMAIN 260 L.F. QUANTITIES 718 SF. 746 LF. 2 EA. 27 LF. kJR 'I! DATE I ENGR. I CITY I DATE 6' TYPICAL STREET SECTION NTS ELM A VENUE (T/. =9. 0) 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. Dar BASE O/L E)LY E.17T. w TYPICAL STREET SECTION NTS BEECH A VENUE (T. 1. =10.5) 1W SCALE- 1`_-100' JL4SiJd.{iL BW BACK OF WALK EG EXISTING GRADE FG FINISH GRADE FS FINISH SURFACE TC TOP OF CURB FL FLOW LINE EP EDGE OF PAVEMENT FF FINISH FLOOR PAD PAD GRADE TW TOP OF WALL TF TOP OF FOOTING HP HIGH POINT LP LOW POINT CF CURB FACE TG TOP OF GRATE TRW TOP OF RETAINING WALL EDF EXTRA DEPTH FOOTING INV INVERT OF PIPE TOP OF SLOPE N RATE OF SLOPE TOE OF SLOPE EXISTING CONTOUR - -S- - EXISTING SEWER - -W- - EXISTING WATER C( EXISTING FIRE HYDRANT ----------- PROPOSED CURB OUTLET FINISH CONTOURS DAYLIGHT LINE DASPHALT PAVING DCONCRETE REMOVAL DSIDEWALK OOVERLAY GRIND 2 REMOVE EXIS77NG GRIND 0.10' MIN. EXISTING" CURB AND GUTTER AC PAVEMENT AND ~ OVERLAY 0.10' M/N. r REMOVE REDWOOD 5' MIN h MIN HEADER WHERE APPLICABLE ANEW AC PAVEMENT EXISTING AC - PAVEMENT - - - - - - - EXISTING BASE NEW BASE SAWry r AND REMOVE EX/577NG PAVEMENT SAWCUT. GRIND AND OVERLAY DETAILSr 00 NTS PROPOSED 6' WIDE S7REET DED/CA7701V 2313 E. Philadelphia St., Unit F QROFESSI AND Ontario, CA 91761 O( (909) 930-1466 eA DEVEYOPMENT FAX (909) 930-1468 DESIGN PLANNING IrA CIVIL No. 43714 CORPORATION SURVEYING Exp. 3/31/2017 * PREPARED UNDER THE SUPERVISION OF: Orf OF CAl1FKEMN J. RICHER �3 R.C.E. 43714 LIC. EXP. 3/31/17 INTERSTATE 10 FREEWAY 96' 44' 52' MANILA AVE. 40' 3? 12 8 S 40' 12' i 38.5' 30.5' 55' 29' < < y 6' 0. Y L) < (1.56y 11.339,_29, 1 X _ __ -) _ .322 .97 I R 0 JU = < EXIST 8' CURB d• W Iv 1 2GUTTER 3 70 REN IiJ:• 2 = m I� a TYPICAL STREET SECTION NTS BEECH A VENUE (T. 1. =10.5) 1W SCALE- 1`_-100' JL4SiJd.{iL BW BACK OF WALK EG EXISTING GRADE FG FINISH GRADE FS FINISH SURFACE TC TOP OF CURB FL FLOW LINE EP EDGE OF PAVEMENT FF FINISH FLOOR PAD PAD GRADE TW TOP OF WALL TF TOP OF FOOTING HP HIGH POINT LP LOW POINT CF CURB FACE TG TOP OF GRATE TRW TOP OF RETAINING WALL EDF EXTRA DEPTH FOOTING INV INVERT OF PIPE TOP OF SLOPE N RATE OF SLOPE TOE OF SLOPE EXISTING CONTOUR - -S- - EXISTING SEWER - -W- - EXISTING WATER C( EXISTING FIRE HYDRANT ----------- PROPOSED CURB OUTLET FINISH CONTOURS DAYLIGHT LINE DASPHALT PAVING DCONCRETE REMOVAL DSIDEWALK OOVERLAY GRIND 2 REMOVE EXIS77NG GRIND 0.10' MIN. EXISTING" CURB AND GUTTER AC PAVEMENT AND ~ OVERLAY 0.10' M/N. r REMOVE REDWOOD 5' MIN h MIN HEADER WHERE APPLICABLE ANEW AC PAVEMENT EXISTING AC - PAVEMENT - - - - - - - EXISTING BASE NEW BASE SAWry r AND REMOVE EX/577NG PAVEMENT SAWCUT. GRIND AND OVERLAY DETAILSr 00 NTS PROPOSED 6' WIDE S7REET DED/CA7701V 2313 E. Philadelphia St., Unit F QROFESSI AND Ontario, CA 91761 O( (909) 930-1466 eA DEVEYOPMENT FAX (909) 930-1468 DESIGN PLANNING IrA CIVIL No. 43714 CORPORATION SURVEYING Exp. 3/31/2017 * PREPARED UNDER THE SUPERVISION OF: Orf OF CAl1FKEMN J. RICHER �3 R.C.E. 43714 LIC. EXP. 3/31/17 INTERSTATE 10 FREEWAY SLOVER AVE. MANILA AVE. S NTA ANA AVE. i < < y Lj < Y < Y L) < > < 0 JU = < W O = m a 7F JURUPA AVE. VICINITY MAP A✓/^� PI s -o1 JQ 5270 CITY OF FONTANA CALIFORNIA STREET W- PROVEMENT PLAN DRAWN4RR TITLE SHEET SCALE: NOTED DESIGNED BY: 11160 E AVENUE DAT1/29/16 CHECKED BY: APPRO BY: - DAADRAWING NO 1/ KJR CIIY�NGINFFH• �q 5