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HomeMy WebLinkAbout2578-2I rn \ m N O rn 3 N I N 0 Ln rn 0 1 B B �A PLAN VIEW L_ C EXIST CURB ONLY 6 j EXIST CURB EXIST C&G ONLY 0.00' , r_ 6 3/8„ LIP OVERLAY`T 0.00' THICKNESS OVERLAYTHICKNESS 40 SECTION A—A SECTION B—B EXIST A.C. PAVMT 12'* SURFACE 0.00' OVERLAY 3 ' THICKNESS 3/8" LIP 6' EXIST C&G— 0.00' OVERLAY THICKNESS SECTION C—C 6' SECONDARY STREETS EXIST PCC 12' EXIST AC PAVMT X -GUTTER PRIMARY SURFACE 1 STREETS 0.00' OVERLAY THICKNESS -3/8" LIP TYP COLD PLANE AREA TYP COLD PLANE AREA X—STREETS W/O X—GUTTERS @ X—STREETS WITH X—GUTTERS * 18' ON MAJOR INTERSECTIONS TYPICAL COLD PLANE AREA DETAILS Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG N.T.S. -4g Pf ROLLED BERM DETAIL N.T.S. -n RFF?KA TYPICAL STOP LEGEND LOCATION N.T.S. NEW SIDEWALK CONSTRUCTION AROUND EXISTING OBSTRUCTION DETAIL N.T.S. REVISIONS rZ�No. By Date City Aprroval Date CA CONSTRUCTION NOTES O1 ADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 0ADJUST EXIST UTILITY VALVES TO GRADE REMOVE & REPLACE EXIST TRAFFIC LOOPS & HOME RUNS PER CALTRANS STD, 6' DIAMETER, TYPE E, SPLICE SHALL BE METHOD B ONLY T54 PAVE TO DRAIN AS DIRECTED BY ENGINEER DELETED G) REMOVE EXIST A.C. DRIVEWAY OCONSTRUCT A.C. DRIVEWAY/DRIVE APPROACH, 2" THICK MIN. OBACKFILL WITH COMPACTED DIRT BEHIND CURB/SIDEWALK, SLOPE TO EXIST, RESOD TO MATCH EXIST, REMOVE EXIST BUSHES AS NECESSARY, RECONSTRUCT ENTRY WALK WAY AS NECESSARY OREMOVE EXIST BUSH 3SPANDREL,REMOVE CONFLICTING SURFACE/EXIST CURB, X -GUTTER AND/OR AND RECONSTRUCT X -GUTTER AND/OR SPANDREL AND CURB PER MODIFIED CITY STD 104 11 CONSTRUCT HC RAMP PER APWA STD 111-2 aREMOVE AND REPLACE EXIST CURB & GUTTER PER CITY STD 101 13 RELOCATE EXIST STOP AHEAD SIGN -WEST SCONSTRUCT 8" CURB AND GUTTER PER CITY STD 101 15 REMOVE EXIST PCC SIDEWALK AND/OR PCC DRIVEWAY APPROACH, CONSTRUCT 4" PCC SIDEWALK AND/OR DRIVEWAY APPROACH PER CITY STANDARDS 16 CONSTRUCT 4" PCC SIDEWALK 17 TRIM TREE ROOTS AND PLACE ROOT BARRIER a REMOVE EXIST TREE & STUMP SREMOVE AND REPLACE A.G. BERM PER CITY STD 136 20 CONSTRUCT 4" HIGH A.C. ROLLED BERM O21BY EXIST MANHOLE, VALVE OR VAULT TO BE RAISED TO GRADE UTILITY COMPANY. CONTRACTOR SHALL MARK LOCATION 22 CONSTRUCT 2" MIN A.C. DRIVEWAY TO HIGH POINT @FLOW REMOVE AND REPLACE A.C. DIKE AS NECESSARY TO MAINTAIN LINE 24 REMOVE EXIST D/W RETURN, CONST HALF DRIVEWAY DEPRESSION PER CITY STD 102 25 RAMP DOWN TO EXIST SURFACE WITH COMPACTED DIRT 26 CONSTRUCT A.C. DIKE PER CITY STD 136 27 BACKFILL AREA WITH COMPACTED NATIVE AND 2" A.C. AS NECESSARY 28 CONSTRUCT 6" P.C.C. DRIVEWAY SLAB 29 REMOVE EXIST PCC DRIVEWAY 30 REMOVE AND REPLACE EXIST CURB PER CITY STD 101, MOVE CURB APPROX. 2' E'LY AT STA 18+50 31 RELOCATE EXIST STOP AHEAD SIGN -WEST (SHT 6) CROSSWALK DETAIL N.T.S. Seal SUBMITTED BY: DATE: QROFES so 13DRIGt/ C� Lay Z m No. 29001 m Exp. 3-31-99 CIVIL qTF OF CA\J" FE IPE R. L, R.C.E. No. 29001 FE IPE 14 STRIPING NOTES F 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) F STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES 40 MPH OR LESS) F31 STD PLAN A20B DTL 32 (2 -WAY LT LANE) F4 STD PLAN A20 DTL 29 (MEDIAN ISLAND) 55 STD PLAN A20D DTL 38 (CHANNELIZING LINE) F6] STD PLAN A20A DTL 22 (DOUBLE YELLOW) F7] STD PLAN A20B DTL 27B (RIGHT EDGE LINE) F81 4" WHITE STRIPE (50' MIN) ❑9 STD PLAN A20C DTL 37B (LANE DROP LINE) R10 12" YELLOW STRIPE (CROSSWALKS) CALTRANS STD A24E 11 STD PLAN A20A DTL 12 (LANE LINE FOR SPEED ZONES 45 MPH OR MORE) R12 4" YELLOW STRIPE [13] STD PLAN A20A DTL2 (CENTERLINE SPEED ZONES 40 MPH OR LESS) 14 STD PLAN A20C DTL 37B (LANE DROP LINE) STD PLAN A24A TYPE IV ARROW 000 STD PLAN A24A TYPE VI ARROW 45 STD PLAN A24C NUMERALS STO P STD PLAN A24D PAVEMENT MARKINGS WORDS AH EAD STD PLAN A24D PAVEMENT MARKINGS WORDS T Vr'WXTn PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 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 PROPERTY: 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, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UTILITIES THE MANHOLES AND VALVES SHOWN ON THESE PLANS ARE APPROXIMATE IN LOCATION AND ARE FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR TYING OUT THE EXACT LOCATION OF SAID FACILITIES. JOHNEGAN& ASSOCIATES, INC. Consulting Engineers 25814 Busyness Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 SIGNING AND STRIPING NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS, LATEST NON -METRIC EDITION. 3. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD TYPE THERMOPLASTIC, 90 MILS MIN. FOR LANE LINES AND 120 MILS MIN. FOR PAVEMENT MARKINGS, CROSSWALKS, ARROWS AND LEGENDS. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAVEMENT STRIPING APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK). 2. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 3. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 4. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE ENGINEER. 5. SOIL STERILANT REQUIRED UNDER ALL NEW AC PAVEMENT WHERE SUBGRADE IS EXPOSED. 6. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 9. A NO FEE CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 10. CONTRACTOR IS TO PROTECT PERMANENT SURVEY MONUMENTS IN PLACE, PERMANENT SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR, SHALL BE RESET BY THE CONTRACTORS SURVEYOR AND CORNER RECORDS FILED WITH THE COUNTY OF SAN BERNARDINO SURVEYOR AT NO ADDITIONAL COST TO THE CITY. CONTRACTOR WILL EXPOSE CENTERLINE MONUMENTS COVERED BY A.C. OVERLAY. UTILITIES ELECTRICITY TELEPHONE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 7951 REDWOOD 3939 E. CORONADO ST., 1st FLOOR FONTANA, CA 92336 ANAHEIM, CA 92807 (909) 357-6233 (714) 237-6146 CONTACT: JIM STAPP CONTACT: DELIA LERMA GAS SOUTHERN CALIFORNIA GAS CO. 1981 WEST LUGONIA ST. REDLANDS, CA. (909) 335-7781 CONTACT: ALLAN KESELOFF WATER FONTANA WATER COMPANY 16803 SPRING ST. FONTANA, CA 92335 (909) 822-2201 CONTACT: AL KROHN MARYGOLD MUTUAL WATER COMPANY 9715 ALDER AVENUE BLOOMINGTON, CA 92316 (909) 877-0516 CONTACT: BILL STAFFORD SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-7610 CATV COMCAST CABLE TV 1205 DUPONT AV. ONTARIO, CA 91761 (909) 988-2985 CONTACT: JACK HAYES Ve I :: ._ itw-, V PAVEMENT REHABILITATION PROJECT DRAWN Tn CALE M.E.S. GENERAL SHEET NTS DESIGN DETAILS, NOTES AND UTILITIES ATE F.R.C. FEB 99 CHECKED �,�/� �• �• 99 DR No. SHEET 2 APPROVED © F.R.C. Arl." CITY ENGINEER - R.C.E. No. 25126 2578 OF 9 REMOVE EXIST PAVING & SUBGRADE, SEE INDIVIDUAL SHTS HEATER REMIX AND OVERLAY , SEE INDIVIDUAL SHTS HEADER CUT PER DETAIL ON SHT. 2 2" AC/NATIVE DRIVEWAY Irl, rr`r el' OVERLAY OVERLAY AS NOTED, SEE INDIVIDUAL SHTS SHTS OVERLAY AS NOTED, SEE INDIVIDUAL I-`-L_LLL _ L.�L_L. LLL L EXIST STAMPED CONCRETE, SEE INDIVIDUAL SHTS GRIND AND INLAY A.C. SEE INDIVIDUAL SHTS \ `" ` GRIND 0.15', CONSTRUCT 0.15' A.C. 1'722 STREET ADDRESS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 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 PROPERTY: 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, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UTILITIES THE MANHOLES AND VALVES SHOWN ON THESE PLANS ARE APPROXIMATE IN LOCATION AND ARE FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR TYING OUT THE EXACT LOCATION OF SAID FACILITIES. JOHNEGAN& ASSOCIATES, INC. Consulting Engineers 25814 Busyness Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 SIGNING AND STRIPING NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS, LATEST NON -METRIC EDITION. 3. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD TYPE THERMOPLASTIC, 90 MILS MIN. FOR LANE LINES AND 120 MILS MIN. FOR PAVEMENT MARKINGS, CROSSWALKS, ARROWS AND LEGENDS. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAVEMENT STRIPING APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK). 2. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 3. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 4. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE ENGINEER. 5. SOIL STERILANT REQUIRED UNDER ALL NEW AC PAVEMENT WHERE SUBGRADE IS EXPOSED. 6. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 9. A NO FEE CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 10. CONTRACTOR IS TO PROTECT PERMANENT SURVEY MONUMENTS IN PLACE, PERMANENT SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR, SHALL BE RESET BY THE CONTRACTORS SURVEYOR AND CORNER RECORDS FILED WITH THE COUNTY OF SAN BERNARDINO SURVEYOR AT NO ADDITIONAL COST TO THE CITY. CONTRACTOR WILL EXPOSE CENTERLINE MONUMENTS COVERED BY A.C. OVERLAY. UTILITIES ELECTRICITY TELEPHONE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 7951 REDWOOD 3939 E. CORONADO ST., 1st FLOOR FONTANA, CA 92336 ANAHEIM, CA 92807 (909) 357-6233 (714) 237-6146 CONTACT: JIM STAPP CONTACT: DELIA LERMA GAS SOUTHERN CALIFORNIA GAS CO. 1981 WEST LUGONIA ST. REDLANDS, CA. (909) 335-7781 CONTACT: ALLAN KESELOFF WATER FONTANA WATER COMPANY 16803 SPRING ST. FONTANA, CA 92335 (909) 822-2201 CONTACT: AL KROHN MARYGOLD MUTUAL WATER COMPANY 9715 ALDER AVENUE BLOOMINGTON, CA 92316 (909) 877-0516 CONTACT: BILL STAFFORD SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-7610 CATV COMCAST CABLE TV 1205 DUPONT AV. ONTARIO, CA 91761 (909) 988-2985 CONTACT: JACK HAYES Ve I :: ._ itw-, V PAVEMENT REHABILITATION PROJECT DRAWN Tn CALE M.E.S. GENERAL SHEET NTS DESIGN DETAILS, NOTES AND UTILITIES ATE F.R.C. FEB 99 CHECKED �,�/� �• �• 99 DR No. SHEET 2 APPROVED © F.R.C. Arl." CITY ENGINEER - R.C.E. No. 25126 2578 OF 9