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HomeMy WebLinkAbout2235-1CD m ry cd 0 L0 L 0 - CD CD f— v z CD LL U z 0 LL H U LLJ Q Cf) rr ►-- F--I U CI) U LLJ CD n / cn LD0 m Cc / 0 SIGNAL CONSTRUCTION GENERAL NOTES: 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 5 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS SHOWN. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. PROVIDE ANGLE VISORS ON ALL INDICATIONS, PER ES -3C OF CALTRANS STANDARD PLANS. 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. EXISTING SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL PER SPECIFICATIONS. 6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY TRAFFIC ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 9. CONTRACTOR SHALL SALVAGE OLD CONTROLLER CABINET AND INTERNAL COMPONENTS, POLES AND ARMS PER PROJECT SPECIFICATIONS, SECTION E. 10. CONTRACTOR SHALL MASK OR BAG ALL CONFLICTING SIGNS. CONTRACTOR SHALL REMOVE CONFLICTING MARKINGS AND STRIPING BY WET SAND BLASTING OR AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 11. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 12. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK 13. ALL TRAFFIC CONTROL, WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE DETERMINED BY THE ENGINEER AND ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNING MAY BE REQUIRED. 14. REMOVAL OF ALL EQUIPMENT AND TRAFFIC CONTROL SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED ONLY BY CITY FORCES. TWO (2) WORKING DAYS WRITTEN NOTICE IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 15. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING AND TRAFFIC CONTROL TO THEIR ORIGINAL CONDITION, PLAN REQUIREMENTS OR TO THE SATISFACTION OF THE ENGINEER. CONSTRUCTION NOTES Q1 INSTALL CITY FURNISHED CONTROLLER ASSEMBLY INCLUDING TYPE "P" CABINET, TYPE 90 CONTROLLER AND APPURTENANT EQUIPMENT. SEE SPECIAL PROVISIONS FOR COMPLETE EQUIPMENT LIST. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL EQUIPMENT REQUIRED TO PROVIDE THE DESIRED OPERATION AS SHOWN ON THE PLAN, INCLUDING OPTICOM CABLE AND #14/03 VNTC POWER CABLE. 0 INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE INCLUDING THE FOLLOWING: 120-240 V. SINGLE PHASE SERVICE WITH 120 V METERED SIGNAL CIRCUIT, 120 V UN -METERED LIGHTING CIRCUIT, 100 A MAIN CIRCUIT BREAKER, 50 A SIGNAL CIRCUIT BREAKER, 30 A. LIGHTING CIRCUIT BREAKER, PEC FOR LIGHTING IN SERVING UTILITY PORTION OF ENCLOSURE, CABINET ENCLOSURE TO BE UNPAINTED RAW ALUMINUM PER SPECIAL PROVISIONS. Q3 INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR (OPTICOM MODEL M511) ® REMOVE, ROTATE AND REINSTALL EXISTING POLES AND LUM ARMS AS NOTED ON DETAIL "C" ON. SHEET 1 OF 4 AND PER NOTES ON SHEET 2 OF 4. REMOVE EXISTING MAST ARM, INDICATIONS AND HARDWARE AND CAP/PLATE EXPOSED HOLE. R5 INSTALL CITY FURNISHED AUTOSCOPE CAMERAS AND. BRACKETS PER SPECIAL PROVISIONS. © SAW CUT AND REMOVE CURB FACE AND AC PAVEMENT, CONSTRUCT CURB RAMP PER STATE STANDARD, PLAN NSP -A88 AND AS NOTED ON DETAIL "A" ON SHEET 1 AND AS DIRECTED BY THE ENGINEER. Q7 SAW CUT AND REMOVE EXISTING CURB FACE AND AC PAVEMENT, CONSTRUCT CURB RAMP PER CITY STANDARD DETAIL 104A , WITH 4' LANDINGS ON THE NORTH, WEST AND EAST SIDES AS DIRECTED BY THE ENGINEER. CONSTRUCT AC MATCH -IN AS NOTED ON DETAIL "A" ON SHEET 1. ® MODIFY EXISTING RAISED MEDIAN AS SHOWN ON PLAN AND IN DETAIL "C" ON SHEET #1 AND AS DIRECTED BY THE ENGINEER. F9 INSTALL NEW VEHICLE AND PED. INDICATIONS PER SPECIAL PROVISIONS. INSTALL PED PUSH BUTTONS AND HARDWARE. INSTALL NEW LUM FIXTURE, CONNECT TO EXISTING CONDUIT IN FOUNDATION AND INSTALL NEW CONDUCTORS AS REQUIRED. 10 EXISTING UTILITY POLE TO BE REMOVED BY OTHERS. 11 INSTALL 1.5" CONDUIT AND INTERCONNECT CABLE IN EXISTING CONTROLLER ASSEMBLY PER DETAIL "B" ON SHEET 1 AND AS DIRECTED BY THE ENGINEER. 1-800-422-4133 �ft%.1 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRI❑R YOU DIGI TO EXCAVATING G � AL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL 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. 3. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 4. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD 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. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.) WITH 7/16" HOLES (1" ON CENTERS) ON FOUR SIDES, THAT CAN BE PUNCHED OUT. POST LENGTH SHALL VARY .WITH SIGN INSTALLATION TO MAINTAIN MINIMUM SIGN MOUNTING HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 ' X 30" X 6 GAUGE (NON -PERFORATED), TO FIT A 2" SQUARE STEEL POST, PRE -PUNCHED AT MIDPOINT OF ANCHOR WITH 7/16" HOLE ON EACH SIDE, AND AT TOP. 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. SIGNING & STRIPING CONSTRUCTION NOTES 20 REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING 21 INSTALL DETAIL 22 STRIPE PER STATE STANDARD F221 INSTALL 12" WHITE CROSSWALK/LIMIT LINES 23 INSTALL DETAIL 38 STRIPE PER STATE STANDARD F241 INSTALL DETAIL 9 STRIPE PER STATE STANDARD 25 INSTALL ARROWS AND PAVEMENT LEGENDS F261 INSTALL SIGN AND POST AS NOTED ON PLAN. F271 INSTALL DETAIL 36 PER STATE STANDARD 28 INSTALL 4" WHITE CHEVRONS OR DIAGONALS 10' ON CENTER F291 INSTALL DETAIL 376 STRIPE PER STANDARD F301 INSTALL 4" SOLID WHITE OR DETAIL 27B EDGELINE PER STANDARD n3l INSTALL TYPE F-1 FLEXIBLE POST DELINEATORS AS NOTED. MONOLITHIC RETAINING CURB MATCH EXISTING C& E S T I M A T E D Q U A N T I T I E S ITEM QUANTITY REMOVE TREES, STUMPS AND ROOTS ON SIGNAL PLANS 1 EACH SAW T EDGE OF PA YEMEN T REMO VE PA CEMEN T L UMP SUM SIGNING & STRIPING, LEGENDS, MARKINGS PER PLAN LUMP SUM INSTALL 1.5" CONDUIT INTERCONNECT SYSTEM LUMP SUM SECTION 6"CF LANDING SECTION 2"CF STATE STANDARD NSP A88 MODIFIED CASE "C" RAMP -1 .t AC MATCH -IN, 12" WIDE CONSTRUCT 5" AC" OVER 12" COMPACTED NATIVE (95%) D ETA I L $$A$$ EXIST. CONTROLLER ASSEMBLY 1 1/2"C-1 IC A PLAN VIEW #5 PULLBOX utrin rtm 1*31HiE SECTION A—A STANDARDS DETAIL "B" TITHE SHEET Traffic signal and Interconnect Plan Citrus Avenue 8c Fontana Avenue EXISTING CURB 8 6" CF PROPOSED EXISTING EDISON POLE N.T.S. MASTARM REMOVED 6" CF PULLBOX �- -� POLE ROTATED TYPICAL l �� �� ::.. —< ` PED P.B. l '�'� , ` ALL RAMPS AMP I � � l �--_� - 611 CF 2� -�F 2 .. 2�, CF � _ PROPOSED MI 11 1 QnV \_ PED 6$j CF 4 (LOCAL DEPRESSION) I 2 INLET STIR. I � 6 CF REMOVEO • .. `, L 3 E)(.IST P.B./ \ �\ ` c 6�, CF (TYPI) 6" CF �r� ` - MASTARM REMOVED / 3 / % �� �,�-� AND POLE ROTATED / PROPOSED ` 6" CF PULLBOX MASTARM REMOVEDI 0 0 i AND POLE ROTATED 180 180 I N,/E CORNER S/W CORNER SHT. 2 F SHT. 3 LOCATION INDEX MAP CITRUS AVENUE SHT. 4 wI z w a J � J w ALJ ' :2 1 2 I pPrepared ESS/' QR FpN9 CLYDE ELWYN l Fye SWEET. JR. y No. 2ssso �c EXP. 3-31-00 CIVIL �rF p� OF �A``� TYP _ RAMP z> 01 SECTION 6"CF LANDING SECTION 2"CF 5" 48 " 5" 2 02 1 r-----1-------- ------- r- — • •'.. — --------1---1 '• l I 1 TTn�T-r- 2 % slope , DRAWN BY: HTC --- SCALE: 1" = 20' a•� g °� . • � •CONSTRUCTION NOTES FOR DETAIL C i I 2_(D4'$ ---------- A a• DESIGNED BY: HrC PCC SIDEWALK 4 —=J 1 02 MONOLITHIC RETAINING CURB 8.33 SLOPE 3 03Q SAWCUT CURB DRAWING NO.: 2235 SECTI0N "B -B" REV. SECTI0N �� �� C—C INSTALL PPB, POST AND 1 " C. PER DATE ENGINEER R.C.E. 25126 PER STATE STANDARD PLAN, ES -6A Q REMOVE ASPHALT PAVEMENT AS SHOWN ON DETAIL "A" THIS SHEET. D E TA I L_ " C " FOR CONSTRUCTION NOTES; ®, Q SHT. 2 F SHT. 3 LOCATION INDEX MAP CITRUS AVENUE SHT. 4 wI z w a J � J w ALJ ' :2 1 pPrepared ESS/' QR FpN9 CLYDE ELWYN l Fye SWEET. JR. y No. 2ssso �c EXP. 3-31-00 CIVIL �rF p� OF �A``� Under The Supervision Of : Date —/ .. CITY ...OF : FONTANA, CALIFORNIA - TRAFFIC SI,GNAL AND INTERCONNECT PLAN DRAWN BY: HTC CITRUS;, -AVENUE AND FONTANA AVENUE SCALE: 1" = 20' DESIGNED BY: HrC DATE: 4/14/97 CHECKED BY: CES KMK APPROVED . BY: • G`/—e�c�� DATE: ¢•l�• 1-1CITY DRAWING NO.: 2235 1 4 C. SWEET, JR. R.C.E. 26690 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ENGINEER R.C.E. 25126