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HomeMy WebLinkAbout2250-1GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY STUMP OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS DATED 1975, CENTER LINE OF DRIVEWAY AND ANY REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA POWER POLE ANCHOR ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. TRAFFIC SIGNAL BOX CITY PERMIT FEES WILL BE WAIVED. CALTRANS & S.B.CO. PERMIT SHALL ALSO BE OBTAINED. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT EDGE OF PAVEMENT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE 5gCE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND CENTER OF WATER VALVE FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR FLOW LINE OF CURB AND GUTTER STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL FLOW LINE SWALE ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL BENCH -MARK : UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO BRASS DISK IN SOUTH END OF CONCRETE WINGWALL OF THE CHERRY AVENUE REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN COMCAST CABLE TV 1205 DUPONT AV. AFTER COMPLETION OF ROUGH GRADING. 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES ONTARIO, CA 91761 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, BEING 68 FEET SOUTH OF SOUTH TRACK AND DISK BEING 1.5 FEET ABOVE TRACKS. THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR (909) 985-2985 CONTACT: ED BURNER LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE 1 EA. STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE REMOVE AND REPLACE EXIST. STORM DRAIN OUTLET PER STD. 124 CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER 1® POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., 82,975 S.F. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 101 OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" -A:S& S.F.1,424 BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. PAVEMENT SECTION QUANTITIES (6" A.C./8" A.B.) ARE FOR BIDDING PURPOSES ONLY, THE ACTUAL PAVEMENT THICKNESS TO BE DETERMINED IN FIELD BY SOILS ENGINEER. ® (NOTE: FOR BID PURPOSES ONLY QUANTITIES WHERE INCREASED BY TEN PERCENT) 16. THE CONTRACTORS) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, TRAFFIC CONTROL ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, ® FLOOD CONTROL SYSTEMS, ETC. 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE REMOVE EXISTING DRIVEWAY CITY OF FONTANA STANDARD DETAILS. 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL 3 EA. IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE CITY ENGINEER'S REPRESENTATIVE. 19. STERILANT REQUIRED UNDER ALL AC PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING 26 STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK 1 AROUND THEIR FACILITIES. ; 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. - 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ® ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT EXISTG. ILLUMINATION TO BE PROTECTED IN PLACE PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY I THE CITY ENGINEER. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE - PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE E ENGINEER PRIOR TO ANY STREET REMOVAL OPERATIONS BY THE CONTRACTOR SO THAT THE ENGINEER MAY TIE OUT EXISTING MONUMENTS. 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 30. "AS BUILT"DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. LEGEND: o TEL UNDERGROUND TELE. CABLE BOX +S STUMP + DW CENTER LINE OF DRIVEWAY Opp LEADING EDGE OF POWER POLE xPPA POWER POLE ANCHOR o TS TRAFFIC SIGNAL BOX TS TOP OF SLOPE EP EDGE OF PAVEMENT IL WATER METER + FH FIRE HYDRANT $ CENTER OF WATER VALVE +MB LEADING EDGE OF A MAIL BOX TOP 8" CG FLOW LINE OF CURB AND GUTTER FL SWALE FLOW LINE SWALE 1-10 (DIUCG /��9C��JMC� \Uq"E:DC��]ma PHOO im�CC� u ifG30O Ivy] /�L MUo jN\-] :DD /SwC Cil M CE 7(00 Gam- Com] � [MMU zzW[F=HU CE S H E E =T- N [D E 111";r< FONTANA L E G E N D Q �or�a ® aourn a sm �niw o ® a�w� PRIVATE ENGINEER'S NOTICE TO CONTRACTORS RIALTO CITY OF FONTANA VICINITY MAP THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPER7I THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO XISTING UTILITIES EXCEPT THOS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." z CENTERLINE w z ry VARIES SEE NOTE so low VARIES SEE NOTE F � - 26-0� 01 o Z11 , cn SLOVER AVE. PROPOSED CROSS SECTION FOR WIDENING N.T.S. NOTE: GENERALLY R/W IS 30' FROM CENTERLINE WITHOUT FULL IMPROVEMENTS, 52'- 55' FROM CENTERLINE WHERE FULL IMPROVEMENTS EXIST. °• CROSS SLOPE VARIES FROM 1% MIN. TO 4% AND WHEN MATCHING EXISTING CURB AND GUTTER. PES CR I PT ION TITLE SKEET SLOVER AVENUE SLOVER AVENUE CHERRY AVENUE CHERRY AVE. / SLOVER AVE. INT. SLOWER AVENUE CHERRY AVENUE- SLOVER AVENUE SLOVER AVENUE SLOVER AVENUE SHEET NO. PROJECT INDEX MAP, LEGEND I PLAN & PROFILE, SLOVER AVE. 2 STA 50.25 TO STA 59+00 PLAN & PROFILE, SLOVER AVE. 3 STA 59.00 TO STA 68.77.42 PLAN & PROFILE, CHERRY AVE. 4 STA 0+00 TO STA 5.25 TRAFFIC SIGNAL 5 STRIPING PLAN 6 STRIPING PLAN 7 DETOUR PLAN 8 TRAFFIC PLAN, PHASE 1 9 TRAFFIC CONTROL, PHASE II 10 TYPICAL BERM DETAIL 'N.T.S. (NOT AT DRIVEWAY) 24'-54' FROM CL 3' SEE BERM DETAIL F.L. VARIES. --7,V 1.0% SECTION A -A -- RIGHT OF WAY UTILITIES --- CENTER LINE NOTICE TO CONTRACTOR: TOP OF AC BERM UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL 1370.00 TC PROPOSED TOP OF BERM ELEVATION DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN (1370.00) TC EXISTING ELEVATION CONSTRUCTED. CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTOR FOR VERIFICATION OF ANY NEW CONSTRUCTION. 1370.00 FL PROPOSED FLOW LINE ELEVATION (1370.00) FL EXISTING FLOW LINE ELEVATION ELECTRICITY TELEPHONE ® REMOVE & REPLACE AC PAVING SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 7951 3073T. GRIND & OVERLAY (SEE PLANS) BASIS OF BEARING : FONTANA, CAD 92336 RIVERSIDE,' ADAMS 92504 VARI V-1 N.T.S. VARIES SECTION B -B N.T.S. GRADE TO MATCH EXISTING BEING THE CENTERLINE OF SLOVER AVENUE BETWEEN ALMOND AVENUE (909) 357-6231 CONTACT: FRAN STEWART (909) 359-2520 CONTACT: THOM YORK 1-800-422-4133 AND CHERRY AVENUE PER RECORD OF SURVEY AS PREPARED BY KRUEPER GAS 550 S.F. Q SEWER 23 EA. ENGINEERING AND ASSOCIATES, DATED DECEMBER, 1983 AND RECORDED SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA - IN BOOK 50, PAGE 19 RECORDS OF SURVEY, OFFICE OF THE SAN BERNARDINO 1981 WEST LUGONIA ST. REDLANDS, CA. 8353 SIERRA AVENUE IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR COUNTY RECORDER, SAID COUNTY, STATE OF CALIFORNIA. (909) 357-6231 P.O. BOX 518 FONTANA, CA. 92335 YOU DIGI TO EXCAVATING ® CONTACT: KEN SOVERNS (909) 350-7610 BENCH -MARK : WATER CAN Cq L�jFONTANA BRASS DISK IN SOUTH END OF CONCRETE WINGWALL OF THE CHERRY AVENUE WATER COMPANY 16803 SPRING ST. COMCAST CABLE TV 1205 DUPONT AV. UNDERGOF SOUTHM ROUND u ALERT OVERCROSSING OF THE SOUTHERN PACIFIC RAILROAD TRACKS. SAID WINGWALL FONTANA, CA 92335 ONTARIO, CA 91761 BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTIUIES BY CONTACTING BEING 68 FEET SOUTH OF SOUTH TRACK AND DISK BEING 1.5 FEET ABOVE TRACKS. (909) 822-2201 CONTACT: AL KROHN (909) 985-2985 CONTACT: ED BURNER UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-41331 ELEVATION AT 1027.5080' CONSTRUCT TRAFFIC TYPE JUNCTION STRUCT. PER CITY STD. 122 1 EA. VARI V-1 N.T.S. VARIES SECTION B -B N.T.S. GRADE TO MATCH EXISTING CITY BID NO. 58-81-93 CITY OF FONTANA SAN BERNARDINO COUNTY CALIFORNIA ii�11�oNATF='Cifl-I(l�l"TwilIF'; ITEM DESCRIPTION QUANTITY NO. ,G5' ® INSTALL,e AC PAVEMENT (SEE GENERAL NOTE 15) TONS 6,053 Az!NSTALI" -8" GLASS 11 AGGRE-GWATLE. BASE- (SEE GGEENIFEARIAL'NOTE I Ei) Z-a� r**. Y-.- -3,41 &-w I W 0 CONSTRUCT 6" A.C. BERM PER CALTRANS STD. PLAN A87 TYPE A SHEET /e ® SAWCUT AND REMOVE 1 FT. MIN. FROM EDGE OF PAVEMENT 550 S.F. CITY BID NO. 58-81-93 CITY OF FONTANA SAN BERNARDINO COUNTY CALIFORNIA ii�11�oNATF='Cifl-I(l�l"TwilIF'; ITEM DESCRIPTION QUANTITY NO. ,G5' ® INSTALL,e AC PAVEMENT (SEE GENERAL NOTE 15) TONS 6,053 Az!NSTALI" -8" GLASS 11 AGGRE-GWATLE. BASE- (SEE GGEENIFEARIAL'NOTE I Ei) Z-a� r**. Y-.- -3,41 &-w I W &e-o,z1,el5 -f'L7UT%ER Ore. AC B RIGHT OF ENTRY MAY BY REQUII A B BEYONDHRIGHT TO EXISTING TAKE: 30' TRANSITION R/W' UNE. GRADE TO DRAIN BEHIND BERM BACK UNE OF IMPROVEME -- - -- -- - ---•- ����IIIIIPIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf IIIIIIIIIIIIIIIIIIII� AC BERM FLOWLINE AC DRIVEWAY DRIVEWAY RIDGE `-TOP OF AC B B GRADE TO MATCH EXISTING DRIVEWAY ACCESS AND DRAINAGE DETAIL N.T.S. (TOP \IE W) &-"REC-ORD DRAWING QRoKSsio'� W Lc � No. 40964 Q D/V APPRot�-CN irvS7Al.c_, h�vJ� 1x I1J 7�3o q8 0 152 * EV. 3/31/95 -A<D DEW�REC O RD D -A WING" I NF0 1-595 /�O •t REVISE EST.OF QUANTITfES & DRIVEWAY C10. 1. ACCES DETAI 3.14.94 �M. �� 3 /!�• OF REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision of : DRIVEWAY ACCESS AND DRAINAGE DETAIL N.T.S. (ISOPLANE) FOR MORE DETAILS SEE THIS SHEET TO THE LEFT AND TOP 1.l11 AIL D,e!Ve,fc/A`/,4GGE55 .SHA -z- 1-6E 7-6 PWM, E reDP L. -'TO - - - CITY OF FONTANA, CALIFORNIA DRAWN BY. MSA DESIGNED BY: MSA Date : �--5'" CHECKED BY - F. MOLINOS R.C.E. 40964 EXP. DATE: 3/31/95 FM TITLE SHEET SCALE: NO SCALE FOR DATE: 11/09/93 APPROVED BY.DRAWING NO.: ✓L.-L� �2A DATE:/ CffY G R. C.E. 25126 2250 0 11 N-, 0 CONSTRUCT 6" A.C. BERM PER CALTRANS STD. PLAN A87 TYPE A L.F. 1,989, ® SAWCUT AND REMOVE 1 FT. MIN. FROM EDGE OF PAVEMENT 550 S.F. Q CONSTRUCT D/W ACCESS & DRAINAGE CONTROL (DETAIL ON TITLE SHEET OF PLANS) W=20 23 EA. Q NOT APPLICABLE (N\A) N\A 07 CONSTRUCT DOUBLE GRATE INLET STRUCTURE PER CITY STD. 120-B 1 EA. ® CONSTRUCT 8" MEDIAN CURB ONLY PER CITY STD. 101 11600 L.F. O9 INSTALL 12" ' STEEL 10 GA. PIPE W/1 SACK SLURRY BACKFILL (2 X 165 L.F.) 330 L.F. Q REMOVE AND RELOCATE MAILBOXES 11 EA. 11 INSTALL PED. RAMP PER CITY STD. 104A 4 EA. © CONSTRUCT TRAFFIC TYPE JUNCTION STRUCT. PER CITY STD. 122 1 EA. © REMOVE AND REPLACE EXIST. STORM DRAIN OUTLET PER STD. 124 LS 1® REMOVE EXISTING A.C. PAVING % 82,975 S.F. 1® CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 101 63& L.F. 1,459 6 0 REMOVE AND REPLACE 4" P.C.C. SIDEWALK PER CITY STD. 105A -A:S& S.F.1,424 © PLACE 2" SLAG ON MEDIAN W/STERILANT 6,460 S.F. POTHOLE EXISTING UTILITIES 3 EA. 1® CLEARING AND GRUBBING LS ® STRIPING AND SIGNING LS Q TRAFFIC CONTROL LS ® TRAFFIC SIGNAL INSTALLATION LS ® REMOVE EXISTING DRIVEWAY 1 EA. 1 NSTALL DRWY APPROACH PER STD. 102 - C 3 EA. INSTALL GRAVITY RETAINING WALL 95 L.F 26 INSTALL 1" AC CAP OVER SAND 1,310 S.F 1 20 INSTALL 2"x 10" REDWOOD HEADER 25 L.F ® RE -MOVE EXISTING STRUCTURE L. S. 9 EXISTG. ILLUMINATION TO BE PROTECTED IN PLACE 1 E A. /� &e-o,z1,el5 -f'L7UT%ER Ore. AC B RIGHT OF ENTRY MAY BY REQUII A B BEYONDHRIGHT TO EXISTING TAKE: 30' TRANSITION R/W' UNE. GRADE TO DRAIN BEHIND BERM BACK UNE OF IMPROVEME -- - -- -- - ---•- ����IIIIIPIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf IIIIIIIIIIIIIIIIIIII� AC BERM FLOWLINE AC DRIVEWAY DRIVEWAY RIDGE `-TOP OF AC B B GRADE TO MATCH EXISTING DRIVEWAY ACCESS AND DRAINAGE DETAIL N.T.S. (TOP \IE W) &-"REC-ORD DRAWING QRoKSsio'� W Lc � No. 40964 Q D/V APPRot�-CN irvS7Al.c_, h�vJ� 1x I1J 7�3o q8 0 152 * EV. 3/31/95 -A<D DEW�REC O RD D -A WING" I NF0 1-595 /�O •t REVISE EST.OF QUANTITfES & DRIVEWAY C10. 1. ACCES DETAI 3.14.94 �M. �� 3 /!�• OF REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision of : DRIVEWAY ACCESS AND DRAINAGE DETAIL N.T.S. (ISOPLANE) FOR MORE DETAILS SEE THIS SHEET TO THE LEFT AND TOP 1.l11 AIL D,e!Ve,fc/A`/,4GGE55 .SHA -z- 1-6E 7-6 PWM, E reDP L. -'TO - - - CITY OF FONTANA, CALIFORNIA DRAWN BY. MSA DESIGNED BY: MSA Date : �--5'" CHECKED BY - F. MOLINOS R.C.E. 40964 EXP. DATE: 3/31/95 FM TITLE SHEET SCALE: NO SCALE FOR DATE: 11/09/93 APPROVED BY.DRAWING NO.: ✓L.-L� �2A DATE:/ CffY G R. C.E. 25126 2250 0 11 N-,