The URL can be used to link to this page

Home My WebLink About4223-4CALTRANS GENERAL NOTES 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN WITHIN THE STATE RIGHT OF WAY. 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE CURRENT CALTRANS STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE STANDARDS MUST BE PRE—APPROVED). 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 4. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE STATE REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR. WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE/STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF , OR CAUSED BY, THE CONSTRUCTION PROJECT. 5. ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE CONNECTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN—OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. 7. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONAL CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 8. THE PAVEMENT MUST BE SAW—CUT 2" [0.0508M] MINIMUM OR AS SHOWN ON THE PLANS FROM THE EDGE OF PAVEMENT. THE SAW—CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. 9. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITIONS OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 10. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE REPRESENTATIVE. 11. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED FROM THE PAVEMENT BY WET SANDBLASTING BY THE CONTRACTOR. 12. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED AS DIRECTED BY CITY ENGINEER. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. 13. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN—KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. 14. CONTRACTOR TO PROVIDE TEMPORARY PAVEMENT MARKERS FOR TEMPORARY PAVEMENT DELINEATION DURING A.C. CURING TIME. 15. ANY DAMAGE BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR AT HIS/HER EXPENSE, REPAIR OR REPLACE DAMAGED FACILITIES IN A PROMPT MANNER. CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER OF ANY DAMAGE TO STATE OWNED EQUIPMENT CAUSED BY THE CONTRACTOR. 16. a) THE CONTRACTOR SHALL SUBMIT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AT THE TIME HE APPLIED FOR HIS ENCROACHMENT PERMIT. A TEMPLATE IS AVAILABLE AT THE DEPARTMENT WEB SITE: <http[/www.dot,ca.goC/,(ha /construc/stormwater, htmI> b) SEDIMENT CONTROL AND SOIL STABILIZATION SHALL BE IMPLEMENTED DURING THE "RAINY SEASON" DEFINED AS BETWEEN OCTOBER 1ST AND MAY 1 ST. c) NO VEHICLES OR EQUIPMENT SHALL BE STORED, CLEANED, FUELED, OR MAINTAINED IN STATE RIGHT—OF—WAY. d) NO WASTE OR MATERIALS SHALL BE STORED WITHIN STATE RIGHT—OF—WAY. e) WIND EROSION, TRACKING CONTROL, NON—STORM WATER MANAGEMENT & WASTE MANAGEMENT & MATERIALS POLLUTION CONTROL SHALL BE IMPLEMENTED ON A YEAR—ROUND BASIS. f) ALL NEW SLOPES WITHIN STATE RIGHT—OF—WAY SHALL "FLATTEN" TO A MAXIMUM OF 4:1 OR AS FLAT AS RIGHT—OF--WAY PERMITS. NO, Tl Tom, OC A20A PAVEMENT MARKERS AND TRAFFIC LINES A20B PAVEMENT MARKERS AND TRAFFIC LINES A20C PAVEMENT MARKERS AND TRAFFIC LINES A20D PAVEMENT MARKERS AND TRAFFIC LINES A24A PAVEMENT MARKINGS, ARROWS CASE 3 ARM A248 PAVEMENT MARKINGS, ARROWS ARM LENGTHS 15' A24C PAVEMENT MARKINGS, SYMBOLS AND NUMERALS A24D PAVEMENT MARKINGS, WORDS AND CROSSWALKS A24E PAVEMENT MARKINGS, WORDS AND CROSSWALKS RSI ROADSIDE SIGNS, TYPICAL INSTALLATION RS2 ROADSIDE SIGNS, WOOD POST, TYPICAL ES -6S INSTALLATION DETAILS NO 1 RS3 ROADSIDE SIGNS, WOOD BOX P085, TYPICAL ES-6TA INSTALLATION POLE AND MAST RS4 ROADSIDE SIGNS, TYPICAL INSTALLATION ES -1A SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, SHEET SYMBOLS AND ABBREVIATIONS FLOW UNE ES -113 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, GRADE CHANGE SYMBOLS AND ABBREVIATIONS STATION ES -2A SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, STANDARD SERVICE EQUIPMENT HINGE UNE ES -213 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, IRRIGATION SERVICE EQUIPMENT TO BE DETERMINED ES -2C SIGNAL, LIGHTING AND ELECTRICAL 'SYSTEMS, TEMPORARY CONSTRUCTION SERVICE EQUIPMENT, NOTES LOCAL DEPRESSION ES -21) SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, LAYOUT LINE SERVICE EQUIPMENT, TYPICAL WIRING DIAGRAM TYPE A ES -2E SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, STREET SERVICE EQUIPMENT, TYPICAL WIRING DIAGRAM TYPE B ES -2F SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, TRAFFIC SIGNAL SERVICE EQUIPMENT, TYPICAL WIRING DIAGRAM TYPE C ES -3A SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, NORTH SIGNAL HEADS AND MOUNTINGS TYPICAL ES -38 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, UL11MATE SIGNAL HEADS AND MOUNTINGS NUMBER ES -3C SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, NOT TO SCALE SIGNAL HEADS AND MOUNTINGS PEAK DAILY FLOW ES -31) SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, POTHOLE EXISTING UTILJTY� SIGNAL HEADS AND MOUNTINGS ES -3E SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, SIGNAL HEADS AND MOUNTINGS ES -4A SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, CONTROLLER CABINET DETAILS ES -413 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, CONTROLLER CABINET DETAILS ES -4C SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, CONTROLLER CABINET DETAILS ES -41) IRRIGATION CONTROLLER ENCLOSURE CABINET ES -5A SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTORS ES -56 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTORS ES -5C SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTORS ES -51) SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTORS ES -5E SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTORS TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ' E OC ES -6A SIGNAL AND LIGHTING STANDARDS, TYPE 1, PG STANDARDS AND EQUIPMENT NUMBERING AV ES-6AA SIGNAL STANDARDS, PUSH BUTTON POSTS ES -68 LIGHTING STANDARDS, TYPES 15, 21 AND 22 ES -6L SIGNAL AND LIGHTING STANDARDS, CASE 3 ARM pVMT LOADING, WIND VELOCITY=70 MPH, ARM LENGTHS 15' CURB FACE TO 45' PRIVATE ES -6R SIGNAL AND LIGHTING STANDARDS, CASE 4 ARM RIGHT—OF—WAY LOADING, WIND VELOCITY=80 MPH, ARM LENGTHS 25' RD TO 45' CONC ES -6S SIGNAL AND LIGHTING STANDARDS, DETAILS NO 1 ES -6T SIGNAL AND LIGHTING STANDARDS, DETAILS NO 2 ES-6TA SIGNAL AND LIGHTING STANDARDS, POLE AND MAST SDMH ARM ALTERNATIVES EX, EXST ES -6U LIGHTING STANDARDS, TYPES 10 AND 15, SLIP BASE SHEET INSERT FLOW UNE ES -8 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, PULL GRADE CHANGE BOX DETAILS STATION ES -10 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, ISOLUX STANDARD DIAGRAMS HINGE UNE ES -11 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, IRRIGATION FOUNDATION INSTALLATIONS TO BE DETERMINED ES -13 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, SPLICING TEMPORARY CONSTRUCTION DETAILS LOCAL DEPRESSION ES -14 SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, WIRING LAYOUT LINE DETAILS AND FUSE RATINGS TOP OF FOOTING ES -33 SIGN ILLUMINATION, INTERNALLY ILLUMINATED STREET TOP OF GRATE NAME SIGN MAXIMUM REV. REVISION DESCRIP110N DATE I ENGR. I CITY I DATE L AS -8U ILT RECOlzD DRAWING mltojt0 'V 11-10-tt .•'Z • I•� 311-2 FRAME AND GRATING FOR CATCH BASINS 314-2 MODIFICATIONS FOR SIDE OPENING CATCH BASINS 333-1 JUNCTION STRUCTURE — PIPE TO RCB 334-1 JUNCTION STRUCTURE — PIPE TO RCB [INLET ID < [750mm(30")] 342-1 TRANSITION STRUCTURE RCB TO PIPE 343-1 TRANSITION STRUCTURE SINGLE RCB TO DOUBLE RCB 344-1 TRANSITION STRUCTURE DOUBLE RCB TO DOUBLE RCB 382-1 WINDOW DETAILS FOR MULTIPLE RCB STRUCTURES 519-3 TREE WELL CITY OF FONTANA DEPARTMENT OF PUBLIC WORKS, 401 TYPICAL DIVIDED STREET SECTION 402 STREET DESIGN REQUIREMENTS 404 STREET LIGHTS 700 INTERSECTION SIGHT DISTANCE 1000 CURB AND GUTTER 1001 RESIDENTIAL DRWY (ADJACENT SIDEWALK) 1002 RESIDENTIAL DRIVEWAY (PARKWAY TYPE) 1003 STANDARD CURB RETURN ACCESS RAMP 1004 MODIFIED CURB RETURN ACCESS RAMP 1005 BUS BAY 1006 SIDEWALKS 2002 STANDARD DROP MANHOLE 3003 LOCAL DEPRESSION AT CATCH BASIN 3004 CURB OPENING CATCH BASIN 3005 MONOLITHIC CATCH BASIN CONNECTION 3006 GRATE CATCH BASIN REINFORCEMENT 3007 CATCH BASIN FACE PLATE ASSEMBLY & PROTECTION BAR 3008 CATCH BASIN MANHOLE FRAME AND COVER 3010 JUNCTION STRUCTURE PIPE TO PIPE INLET ID >_ 24" OR OD > 1/2 MAINLINE ID 3026 TRANSITION STRUCTURE PIPE TO PIPE 4003 SIGN POST INSTALLATION 5031 TREE STAKING 5033 STREET TREE PLACEMENT ABBREVIATIONS AB AGGREGATE BASE OC ON CENTER AC ASPHALT CONCRETE PG PROFILE GRADE AV AVENUE PKWY PARKWAY CAB CRUSHED AGGREGATE PROP PROPOSED BASE pVMT PAVEMENT CF CURB FACE PVT PRIVATE C&G CURB AND GUTTER R/W RIGHT—OF—WAY CLF CHAIN LINK FENCE RD ROAD CONC CONCRETE RT RIGHT E EAST S SOUTH ELEC ELECTRICAL SDMH STORM DRAIN MANHOLE EX, EXST EXISTING SHT SHEET FL FLOW UNE ST STREET GC GRADE CHANGE STA STATION GTR GUTTER STD STANDARD HL HINGE UNE SW SIDEWALK 1, IRR IRRIGATION TBD TO BE DETERMINED INV INVERT TCE TEMPORARY CONSTRUCTION LD LOCAL DEPRESSION ESMT EASEMENT LOL LAYOUT LINE 7V TOP OF FOOTING LT LEFT TG TOP OF GRATE MAX MAXIMUM TS TRAFFIC SIGNAL MIN MINIMUM 7W TOP OF WALL N NORTH 7YP TYPICAL NG NATURAL GROUND ULT UL11MATE N0. NUMBER yy WEST NTS NOT TO SCALE Q PPF PEAK DAILY FLOW LD ' LOCAL DEPRESSION QP POTHOLE EXISTING UTILJTY� 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 MA Y REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. � RpFESS/\ hB No. 37 k ICA1.% classip� m No. 59724 at 1231- IFS AC PAVEMENT OVERLAY NEW PCC SURFACE AC PAVEMENT REMOVAL TEMPORARY CONSTRUCTION EASEMENT PROPOSED R/W >< EXISTING STRUCTURES x x x x 10"S — — OR — 30"W OR — AH-17LAHV7T— wV x WM O 0 SEWER C.O. - \ 0 0-0 Prepared Under The Supervision Of DRAWN BY: 7;@w M.L. 2001 East First Street DESIGNED BY: Santa Ano, CA 92705 A.F. TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY: M.R. PROPERTY LINE R/W BOUNDARY EASEMENT BOUNDARY STREET CENTER LINE EXISTING CHAIN LINK FENCE PROPOSED WALLS EXISTING PIPE, SIZE AND TYPE PROPOSED PIPE EXISTING PIPE TO BE REMOVED EXISTING PIPE TO BE ABANDONED EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING WATER METER EXISTING MANHOLE PROPOSED MANHOLE EXISTING SEWER CLEANOUT EXISTING STREET LIGHT PROPOSED STREET LIGHT UTILITY POLE EXISTING GUARD RAIL PROPOSED GUARD RAIL EXISTING TREES EXISTING GUY WIRE POLE EXISTING TELEPHONE MANHOLE cv GAS VALVE TRAFFIC SIGN PROPOSED STORM DRAIN CATCH BASIN L DO EXISTING STORM DRAIN MANHOLE SEWER MANHOLE Q N 0 ® EXISTING ELECTRICAL PULL BOX N �° EXISTING TRAFFIC SIGNAL o 0 N -�I-o PROPOSED TRAFFIC SIGNAL P POTHOLE EXISTING UTILITY 0 ,- -7-7 DAYLIGHT UNE 0 TOTAL PROPERTY ACQUISITION 0 z c� ILLOUj0 z c� N W W 0 N W CITY OF FONTANA, CALIFORNIA i BASELINE AVENUE IMPROVEMENTS 0 CALTRANS GENERAL NOTES, SCALE: NONE w - STAND RD PLANS, DATE: a AB / AND LEGEND 0 5-16-07 APP VED BY: � DRAWING NO.: `t rn 4223 41 CI ENGINEER R.C.E. 51152 DATE: �