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G-2 <br />2 <br />NTS <br />GENERAL NOTES AND DETAILS <br />TYPICAL REMOVAL DETAIL <br />NTS <br />1. ALL MATERIAL AND WORKMANSHIP SHALL FULLY CONFORM WITH THE SPECIFICATIONS, STANDARDS AND <br />ORDINANCES OF THE CITY OF PLEASANTON. STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE AT THE <br />PUBLIC WORKS DEPARTMENT. <br />2. THE PUBLIC WORKS DEPARTMENT (925-931-5650) SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START OF ANY <br />WORK BY THE CONTRACTOR OR SUBCONTRACTORS. <br />3. THE OFFICE OF PUBLIC WORKS INSPECTION (925-931-5690) SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START OF <br />ANY WORK BY THE CONTRACTOR OR SUBCONTRACTORS. <br />4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND LOCATION OF ALL <br />UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO <br />CONSTRUCTION TO FIELD LOCATE UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 800-642-2444. ANY <br />ADDED COST ON THE PART OF THE CONTRACTOR AS A RESULT OF THE ACTUAL LOCATION OF EXISTING UTILITIES <br />BEING DIFFERENT FROM THOSE SHOWN ON THE PLANS SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED <br />INCLUDED IN THE CONTRACT UNIT PRICE. <br />5. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN <br />AUTHORIZATION FROM THE CITY ENGINEER. <br />6. ALL QUANTITIES AND PAY ITEMS ARE AND WILL BE BASED ON HORIZONTAL MEASUREMENTS. <br />7. CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN CONTROL INCLUDING FLAG PERSONS PER <br />SPECIFICATIONS AND SHALL SUBMIT A TRAFFIC CONTROL PLAN SUBJECT TO THE APPROVAL OF THE CITY <br />ENGINEER PRIOR TO THE START OF WORK. <br />8. ALL EXISTING UTILITIES AND PRIVATE IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL <br />BE COMPLETELY RESTORED TO THE SATISFACTION OF THE CITY ENGINEER, AT CONTRACTOR'S SOLE EXPENSE. <br />9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR <br />CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY, (THIS REQUIREMENT SHALL <br />APPLY CONTINUOUSLY AND NOT JUST DURING NORMAL WORKING HOURS) AND FOR ALL NECESSARY <br />INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ENGINEER'S JOB SITE REVIEW IS NOT <br />INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. <br />10. ALL STRIPING AND PAVEMENT LEGENDS INCLUDING ARROWS SHALL BE PAINT MATCHING EXISTING COLOR <br />UNLESS OTHERWISE SPECIFIED ON THESE PLANS OR DIRECTED BY THE ENGINEER. <br />11. CONTRACTOR SHALL NOTIFY ALL TRANSPORTATION COMPANIES, GARBAGE SERVICE, AND POST OFFICE OF <br />PAVING SCHEDULE TO ALLOW COORDINATION. POST OFFICE (925-846-5631), GARBAGE SERVICE (925-846-2042). <br />12. THE CONTRACTOR SHALL PREPARE AND DISTRIBUTE A "GOOD NEIGHBOR LETTER" ADVISING EACH RESIDENCE 48 <br />HOURS PRIOR TO BEGINNING THE WORK. <br />13. REFERENCE TO THE STATE STANDARD SPECIFICATIONS AND STANDARD PLANS MEANS THE MAY 2023 EDITIONS. <br />14. CONTRACTOR SHALL REMOVE U.S.A. MARKING. <br />15. BACKGROUND AERIAL PROVIDED ON THE PROJECT PLANS IS FOR INFORMATION PURPOSES ONLY. <br />16. HAUL ROUTE: (AS APPROVED BY THE PROJECT INSPECTOR). <br />17. ALL ROAD MEASUREMENTS ARE TAKEN FROM FACE OF CURB TO FACE OF CURB. <br />18. WORK SHOWN ON PLANS FOR ADA RAMPS DO NOT REFLECT REMOVAL AND REPLACEMENT TO THE NEAREST <br />SCOREMARK. EXPAND AS NECESSARY TO REMOVE EXISTING 12" GROOVE DETAIL AT TOP OF EXISTING WINGS. <br />19. WORK SHOWN ON PLANS FOR CURB AND GUTTER REMOVAL AND REPLACEMENT DO NOT REFLECT ACTUAL <br />REMOVALS AND SHALL BE PER CITY'S REVIEW AND APPROVED LIMITS AFTER CONTRACTOR'S SURVEY. <br />20. TREES IDENTIFIED FOR ROOT INSPECTION BY CITY ARBORIST SHALL BE COORDINATED A MINIMUM OF48 HOURS <br />PRIOR TO CONCRETE REMOVAL. INSPECTION CAN NOT OCCUR UNTIL AFTER CONCRETE HAS BEEN REMOVED AND <br />ROOTS 2" IN DIAMETER OR GREATER TO BE REMOVED/GRIND ARE MARKED WITH PAINT BY CONTRACTOR. <br />GENERAL NOTES <br />WHEN PROPOSED NEW TOP OF RAMP <br />ENDS PRIOR TO EXISTING GROOVE DETAIL, <br />EXTEND LIMITS PAST LAST GROOVE <br />START NEW TOP OF WING <br />AT SAW CUT LIMITS <br />PROPOSED TOP OF <br />WING FOR NEW RAMP <br />6 <br />" <br />IF NEW PROPOSED TOP OF RAMP ENDS WITHIN 6 INCHES <br />OF EX. JOINT, SAW CUT AT NEW TOP OF RAMP <br />WHEN NEW TOP OF RAMP ENDS 6 INCHES OR MORE <br />FROM SCORE JOINT, REMOVE TO NEXT SCORE JOINT <br />START NEW TOP OF WING <br />AT SAW CUT LIMITS <br />EX. 12" GROOVE <br />DETAIL <br />EX. SIDEWALK <br />SCOREMARK <br />PROPOSED TOP <br />OF WING FOR <br />NEW RAMP <br />Ex. POLE <br />FOOTING <br />A <br />A <br />EX. ROCK BASE <br />NEW CLASS II A.B. <br />EX. AC <br />REPLACE 6" AC <br />PAVEMENT VARIES <br />12" <br />GUTTER <br />DETECTABLE WARNING SURFACE <br />NEW ACCESS RAMP <br />6"RETAINING CURB <br />AS REQUIRED <br />4" <br />SECTION A-A <br />NTS <br />SA <br />W <br />- <br />C <br />U <br />T <br />CO <br />N <br />F <br />O <br />R <br />M <br />RETAINING CURB <br />EX. PAVER @ CROSS WALK DETAIL <br />(AS-BUILD PROVIDED FOR REMOVE/SALVAGE & RESETTING <br />PAVERS WHERE SHOWN ON THE PLAN) - NTS <br />NON-SHRINK GROUT <br />12" EXPANSION JOIN <br />Ex. PLATE <br />Ex. POLE FOOTING <br />DEPTH (VARIES) <br />DETAIL "A" <br />NTS <br />NEW CONC. RAMP OR <br />S/W SURFACE Ex. POLE FOOTING <br />12" EXPANSION JOIN <br />B <br />B <br />SECTION B-B <br />\\ <br />d <br />e <br />l <br />u <br />c <br />c <br />h <br />i <br />\ <br />P <br />W <br />\ <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />\ <br />S <br />t <br />r <br />e <br />e <br />t <br />s <br />\ <br />A <br />n <br />n <br />u <br />a <br />l <br /> <br />C <br />u <br />r <br />b <br /> <br />a <br />n <br />d <br /> <br />G <br />u <br />t <br />t <br />e <br />r <br /> <br />R <br />e <br />p <br />l <br />a <br />c <br />e <br />m <br />e <br />n <br />t <br /> <br />C <br />I <br />P <br /> <br />2 <br />5 <br />5 <br />0 <br />9 <br />\ <br />D <br />e <br />s <br />i <br />g <br />n <br />\ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />C <br />A <br />D <br />\ <br />C <br />I <br />P <br />- <br />2 <br />5 <br />5 <br />0 <br />9 <br />_ <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br />. <br />d <br />w <br />g <br />\ <br />1 <br />2 <br />- <br />2 <br />3 <br />- <br />2 <br />4 <br /> <br /> <br />1 <br />0 <br />: <br />3 <br />3 <br />a <br />m <br /> <br /> <br />s <br />n <br />g <br />u <br />y <br />e <br />n <br />DWG NO.SCALE: <br />PROJECT NO.: <br />DATE: <br />ADAM M. NELKIE <br />CITY ENGINEER <br />NO. 78830 <br />EXP. 9/30/25 <br />DESIGN: <br />DRAWN: <br />CHECKED: <br />TRAFFIC ENGINEER: <br />CITY OF PLEASANTON <br />PUBLIC WORKS DEPARTMENT <br />REV. DATE DESCRIPTION ANNUAL CURB AND GUTTER FOR STREET RESURFACING PROJECT <br />OFDEC 23, 2024 <br />SN <br />GP <br />MT 19 <br />SN CIP-25509 <br />1' OR AS SHOWN ON <br />THE PLANS <br />PAVEMENT CONFORM