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Home My WebLink About2577-2Ln .o a 0 0 a v cV I L0 N ul a 0 B B bft--A PLAN VIEW Lc EXIST CURB 6, ONLY rr rrr 0.00' rr rr - rr r OVERLAY THICKNESS SECTION A—A MAI EXIST CURB EXIST C&G ONLY �. 6' _i 3/8" LIP 0.00' OVERLAY THICKNESS SECTION B—B 3/8" LIP 60 rr EXIST �- 0.00' OVERLAY THICKNESS SECTION C—C 6' SECowwtY STREETS EXIST A.C. PAVMT * EXIST PCC 121"Xi5'T ' Ar PAV�Nf SURFACE 12 X -GUTTER PR � SURFACE rr rr 0.00' 0.00' OVERLAY -1 OVERLAY THICKNESS THICKNESS -3/8" LIP TYP COLD PLANE AREA TYP COLD PLANE AREA O X—STREETS W/O X—GUTTERS O X—STREETS WITH X—GUTTERS * 18' ON MAJOR INTERSECTIONS TYPICAL COLD PLANE AREA DETAILS N.T.S. U ZO W J Q COLD PLANE TO EXPOSE 4" CURB FACE TO FINISH v SURFACE _ 0 COLD PLANE TO EXPOSE , D ~ 6" CURB FACE TO i FINISH SURFACE EXIST C&G FINISH SURFACE -� �k COLD PLANE EXIST SURFACE TO ACHIEVE CONSTANT CROSS FALL ARROW BLVD TYPICAL SETION A -A N.T.S. FROM: ROSENA AVE TO SIERRA AVE STA 10+00 C/L INT KEMPSTER INTER$ECTION MAIRYGOLD AN KEMPSTER AVZ;NVFj SCALE: 1 "=20' Underground Service Alert SECTION 4216/4217 OF THE GOVERNMEMT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALIC FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FIRES 1-400-4=-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS No. I By 7Date MANGO VENUE 12.5' L- v J TYPE 2 25 MARYGOLD AVENUE STA 36+38 C/L INT MARYGOLD AVE- f STA 10+00 C/L MIT MANGO AVE INTERSECTION MARYGOLD ARID MANGO AVENUE Cfty Aprroval I Date SCALE: 1 "-20' CONSTRUCTION NOTES 1 ADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 2 ADJUST EXIST UTILITY VALVES TO GRADE 3 REMOVE & REPLACE EXIST TRAFFIC LOOPS & HOME RUNS PER CALTRANS STD, 6' DIAMETER, TYPE E, SPLICE SHALL BE METHOD B ONLY 4 PAVE TO DRAIN AS DIRECTED BY ENGINEER 5 DELETED 6 CONSTRUCT SPANDREL PER CITY STD 104' 7 CONSTRUCT A.C. BERM PER CITY STD 136 G)DELETED G)REMOVE CONFLICTING SURFACING AND CONSTRUCT X -GUTTER AND SPANDREL PER MODIFIED CITY STD 104 SREMOVE AND REPLACE EXIST 8" CURB & GUTTER PER STD 101 SREMOVE CONFLICTING CURB & SIDEWALK AND CONSTRUCT CURB AND HC RAMP PER APWA STD 111-2 SGRIND GUTTER FLOW LINE AS DIRECTED BY ENG04EER 13 REMOVE EXIST SPANDREL AND CONFLICTING CURB; CONSTRUCT SPANDREL, CURB AND HC RAMP PER A~ STD 111-2 8DELETED 15 REMOVE AND REPLACE EXIST 4" PCC SIDEWALK/DRIVE APPROACH PER CITY STD 105A/103 16 TRIM TREE ROOTS AND PLACE ROOT BARRIER OREMOVE AND REPLACE DRIVEWAY WITH 6" CONCRETE S REP64tGF& IN KIND SREMOVE AND REPLACE EXIST SPANDREL PER CITY STD 104 121 CONSTRUCT NEW 5' WIDE PCC SIDEWALK DELETED REMOVE EXIST CURB @REMOVE A.C. PAVING AND CONSTRUCT GROUTED RIVER ROCK SURFACE TREATMENT PER CITY STD 145 SCONSTRUCT 6" CURB ONLY PER CITY STD DTL 101 @CONSTRUCT HC RAMP PER APWA STD 111-2 8REMOYE FLEXIBLE BASE DELINEATORS 27 " " .. 28 WIDEN EXIST DRIVEWAY 5' SOUTH 29 INSTALL POST AND SIGN 131 GRIND SIDEWALK AS DIRECTED BY ENGINEER DELETED &CONSTRUCT CATCH BASIN AND LATERALS PER EXHIBIT C, CONNECT TO EXIST PARKWAY DRAIN-N.W., AND EXIST JUNCTION STRUCTURE -S. O33REMOVE CATCH BASIN. INSTALL STORM DRAIN PIPE STUB, CONNECT NORTH & SOUTH SCONSTRUCT 8" CURB AND GUTTER PER CITY STD 101 35 REMOVE CONFLICTING MATERIALS AND CONSTRUCT PCC DRIVEWAY PER CITY STD 103 36 REMOVE AND REPLACE EXIST CONC GUTTER OCITY REMOVE AND RECONSTRUCT EXIST. X -GUTTER PER MODIFIED STD 104 38 REMOVE EXIST DRIVEWAYS, FILL AND COMPACT TO BACK OF CURB 39 CONSTRUCT X -GUTTER PER MODIFIED CITY STD 104 40 REMOVE CONFLICTING SURFACE AND CONSTRUCT DRIVEWAY PER CITY STD 107 8CONSTRUCT 10' WIDE LEVELING COURSE CENTERED ON SOUTH BOUND OUTSIDE LANE LINE @GRIND EXIST RIDGE ON NORTH BOUND LANE, PHILADELPHIA ST TO MARLAY AVE, N.E.-ECR 43 REMOVE EX A.C. BERM 44 REMOVE CONFLICTING DRIVEWAY SURFACING (IF ANY) AND CONSTRUCT 2" AC/NATIVE DRIVEWAY 45 REMOVE AND REPLACE EXIST X -GUTTER, SPANDRELS & CURB RETURNS 1REMO46 REMOVE EXIST MAILBOX & RESET BEHIND CURB 47 VE EXIST ROAD SIGN AND RESET BEHIND CURB 48 REMOVE EXIST X -GUTTER, CONSTRUCT SPANDREL, X -GUTTER TO MATCH EXIST SPANDREL PER STD 104, MODIFIED AS SHOWN SRELOCATE EXIST IRRIGATION SYSTEM TO BEHIND PROPOSED CURB &REMOVE REMOVE AND REPLACE EXIST DRNEWAY PER CITY STD 103. & DISPOSE OF EXIST DRAIN PIPE UNDER DRIVE APPROACH. REMOVE EXIST DRIVE APPROACH TO EXIST GARAGE REPLACE WITH 4" PCC DRIVE APPROACH. GRADE EXIST LAWN BEHIND NEW SIDEWALK. RESOD LAWN IN KIND, INCLUDING ALL MISC. WORK AS DIRECTED BY ENGINEER 51 CONSTRUCT C&G PER CITY STD 101 TO INCLUDE SAWCUT 1' FROM EXIST E.P., REMOVE EXIST PAVEMENT AND A.C. BERM, BACKFILL BEHIND NEW CURB. SOD GRADED AREA TO MATCH EXIST. PLACE 0.40' A.C. OVER COMPACTED NATIVE IN SLOT IN FRONT OF NEW C&G SDELETED 53 DELETED SAT REMOVE APPROXIMATELY 7' OF PCC CURB. CONSTRUCT A.C. RAMP 8.33% MAX SWIDE CONSTRUCT CURB DEPRESSION ONLY PER CITY STD 102-A FOR 50' FUTURE D/W. BACKFILL BACK OF CURB WITH A.C. O 5:1 S56 CONSTRUCT 8" C&G PER CITY STD 101, AND 5' P.C.C. SIDEWALK, JOIN EXIST C&G AND SIDEWALK NORTH. SMOVE EXIST A.C. FLOWLINE TO 1' FROM R/W TO EXIST DROP INLET Seal QKpFESS/0 N0. 29001 rn X E)W 3-31-99 CN11. E OF CA,10f SUBMITTED BY- DATE: a// r • FELIPE CABRAL, R.C.E. No. 29001 CONSTRUCTION NOTES CONT. 58 BACKFILL AND COMPACT WITH DIRT, BACK OF CURB TO SIDEWALK SDELETED Fil 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) GENERAL NOTES 2� STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES SREMOVE EXISTING ASPHALT PAVEMENT AND DRIVEWAY AND INSTALL ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 5'CONCRETE SIDEWALK, ASPHALT RAMP AT BACK OF SIDEWALK TO EXISTING ASPHALT PARKING AREA. F31 STD PLAN A20B DTL 32 (2 -WAY LT LANE) 61 , SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK). 44 STD PLAN A20 DTL 29 (MEDIAN ISLAND) 2. @REMOVE EXIST CURB AND CONCRETE. REMOVE EXIST SIGNAL POLE CONC FOOTING TO 6" BELOW SUBGRADE, CONSTRUCT 0.33' A.C. PAVEMENT OVER COMPACTED NATIVE, ADJUST PULL BOXES TO GRADE 8DELETED STD PLAN A20A DTL 22 (DOUBLE YELLOW) SADJUST EXIST STORM DRAIN INLETS TO GRADE ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING SADJUST EXIST UTILITY VAULT TO GRADE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, �7 STD PLAN A20A DTL 6 (SINGLE DASHED CENTERLINE (F)THE CITY RESERVES THE RIGHT TO DELETE CERTAIN WIDENING, CURB & GUTTER AND SIDEWALK IMPROVEMENTS DUE TO UNSUCCESSFUL RIQ4T-OF-WAY ACQUISITION 8CONSTRUCT 8" CURB PER CITY STD DTL 101 RECONSTRUCT RIVER ROCK TREATMENT, LANSCAPING AND S 4. IRRIGATION TO MATCH EXISTING F8 STD PLAN A73C TYPE F-1 (SURFACE MOUNTED CHANNELIZERS) 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 PER CITY STANDARD NO. 139. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. S. 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. STRIPING NOTES Fil 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) GENERAL NOTES 2� STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 40 MPH OR LESS) SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARD F31 STD PLAN A20B DTL 32 (2 -WAY LT LANE) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK). 44 STD PLAN A20 DTL 29 (MEDIAN ISLAND) 2. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. ❑5 STD PLAN A20D DTL 38 (CHANNELIZING LINE) 3. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, STD PLAN A20A DTL 22 (DOUBLE YELLOW) ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, �7 STD PLAN A20A DTL 6 (SINGLE DASHED CENTERLINE FLOOD CONTROL SYSTEMS, ETC. FOR SPEED ZONES 45 MPH OR MORE) 4. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE F8 STD PLAN A73C TYPE F-1 (SURFACE MOUNTED CHANNELIZERS) SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL 1-91 STD PLAN A73A TYPE K-2 (OBJECT MARKER) -REMOVE & REPLACE IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE CRY. 5. STERILANT REQUIRED UNDER ALL AC PAVEMENT. 10 STD PLAN A200 DTL 27B (RIGHT EDGE LINE) 6. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING 11 12" YELLOW STRIPE (CROSSWALKS) CALTRANS STD A24E STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 12 STD PLAN A20C DTL 37B (LANE DROP LINE) 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORM( AROUND THEIR FACILITIES. 13 4" WIDE PARALLEL PARKING MARKS (T'S, 2'x1.5') 8. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE 14 STD PLAN A20B TYPE D MARKER REFLECTIVE, YELLOW) ( PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. Efl STD PLAN A20D DTL 40 (LANE LINE EXTENSIONS) 9. A NO FEE CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE CITY OF FONTgA 16 STD PLAN A20A DTL 2 (CENTERLINE SPEED ZONES ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 40 MPH OR LESS) 10. CONTRACTOR IS TO PROTECT PERMANENT MONUMENTS IN PLACE, PERMANENT MONUMENTS 17 STD PLAN A20A DTL 12 (LANE LINE FOR SPEED ZONES DESTROYED BY THE CONTRACTOR, SHALL BE RESET BY THE CONTRACTORS SURVEYOR 45 MPH OR MORE) AND CORNER RECORDS FILED WITH THE COUNTY OF SAN BERNARDINO SURVEYOR AT NO 18 4" YELLOW STRIPE ADDITIONAL COST TO THE CITY 19 4" WHITE STRIPE (50' MIN) 20 STD PLAN A20A TYPE C MARKER (024' TYP) STD PLAN A24A TYPE N ARROW STD PLAN A24A TYPE A ARROW 45 STD PLAN A24C NUMERALS 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, LEGEND INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT .77 REMOVE EXIST PAVING & SUBGRADE. SEE THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER INDIVIDUAL SHTS HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE Y COLD PLANE AND OVERLAY , SEE INDIVIDUAL PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE ' SHTS SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. HEATER REMIX AND OVERLAY ,SEE INDIVIDUAL all COLD PLANE AND OVERLAY SEE 04DMDUAL UTILITIES SHTS THE MANHOLES AND VALVES SHOWN ON THESE PLANS ARE APPROXIMATE IN LOCATION AND ARE FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR HEADER CUT PER DETAIL ON Stir. 2 IS RESPONSIBLE FOR TYING OUT THE EXACT LOCATION OF SAID FACILITIES. 2" AC/NATIVE DRIVEWAY OVERLAY , SEE INDIVIDUAL SHTS LLLLLLL LLLLLLL GROUTED RIVER ROCK SURFACE TREATMENT 1722 STREET ADDRESS Jotw E(mNa TES, wia Consulting Engineers 25814 Business Center Dr., Suite A Redlands. Co. 92374 (909) 889-0676 (909) 799-8944 UTILITIES ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD FONTANA, CA 92336 (909) 357-6223 CONTACT: FRAN STEWART S6 SOUTHERN CALIFORNIA GAS CO. 1981 WEST LUGONIA ST. REDLANDS, CA. (909) 335-7547 CONTACT: JOHN OALES �O(sT 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 TELEPHONE PACIFIC BELL 3939 E. CORONADO ST., 19t FLOOR ANAHEIM, CA 92807 (714) 666-5467 CONTACT: VIRGINIA BECKER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA. 92335 (909) 350-7610 _m COMCAST CABLE TV 1205 DUPONT AV. ONTARIO, CA 91761 (909) 988-2985 CONTACT: JACK HAYES tRA Y OF FONTANA, CALIFORNIA AVEMENT REHABILITATION PROJECT SCALE .S. GENERAL SHEET NTS .C. DETAILS, NOTES AND UTILITIESDATE03 98 fie/ 3 , ��. �DR No. SHE 2 .C. APPR.&A DD CITY ENGINEER - R.C.E. No. 25126 2577 OF 20