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PROJECT # <br />DATE: <br />PROFESSIONAL SEAL <br />DRAWN BY: <br />CHECKED BY: <br />24144 <br />ABV/AZ <br />AUS <br />REVISIONS <br />NO.DESCRIPTION DATE <br />2/17/2026 <br />CIVIL ENGINEERING <br />INFO@YCG.IOOREGON <br />23 <br />1 <br /> <br />O <br />L <br />D <br /> <br />B <br />E <br />R <br />N <br />A <br />L <br /> <br />A <br />V <br />E <br />PL <br />E <br />A <br />S <br />A <br />N <br />T <br />O <br />N <br />CA <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />Z: <br />\ <br />S <br />H <br />A <br />R <br />E <br />D <br />\ <br />_ <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />S <br />\ <br />2 <br />4 <br />1 <br />4 <br />4 <br />- <br />2 <br />3 <br />1 <br /> <br />O <br />L <br />D <br /> <br />B <br />E <br />R <br />N <br />A <br />L <br />- <br />P <br />L <br />E <br />A <br />S <br />A <br />N <br />T <br />O <br />N <br />\ <br />_ <br />D <br />W <br />G <br />\ <br />P <br />U <br />D <br />- <br />P <br />H <br />A <br />S <br />E <br />\ <br />2 <br />4 <br />1 <br />4 <br />4 <br />- <br />C <br />O <br />V <br />E <br />R <br />. <br />D <br />W <br />G <br /> <br />2/ <br />1 <br />7 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />1 <br />0 <br />: <br />1 <br />9 <br /> <br />A <br />M <br />NOT <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />SHEET # <br />SHEET TITLE: <br />SCALE: <br />WASHINGTON <br />CALIFORNIA WWW.YCG.IO <br />DE <br />V <br />E <br />L <br />O <br />P <br />M <br />E <br />N <br />T <br /> <br />S <br />E <br />T <br />BE <br />R <br />N <br />A <br />L <br /> <br />M <br />U <br />L <br />T <br />I <br />- <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />C1.0 COVER SHEET <br />C2.0 TOPOGRAPHIC SURVEY <br />C3.0 HORIZONTAL CONTROL PLAN <br />C4.0 GRADING & UTILITY PLAN <br />C5.0 STORMWATER - PRE-CONSTRUCTION <br />C5.1 STORMWATER - POST-CONSTRUCTION <br />VICINITY MAP <br />N.T.S. <br />CONTACT INFORMATION <br />CITY OF PLEASANTON BENCHMARK M1. <br />CITY OF PLEASANTON BRASS DISK ON TOP OF CURB OVER CATCH BASIN AT <br />SOUTH END OF MAIN STREET EAST CURB RETURN NEAR BERNAL AVE. <br />ELEVATION = 340.94' <br />(ADJUSTED TO NAVD 88 DATUM) <br />BENCHMARK: <br />SHEET INDEX <br />FLOOD ZONE NOTE <br />C1.0 <br />COVER SHEET <br />AS SHOWN <br />APN: 094-0156-021-00 <br />TOTAL PROJECT AREA: 0.49 AC <br />TOTAL PARKING SPACES: 2 (GARAGE PARKING) <br />SUMMARY <br />BERNAL MULTI-FAMILY <br />RESIDENTIAL <br />DEVELOPMENT SET <br />0 <br />SCALE: 1" = 20' <br />10 20 30 40 <br />OLD BERNAL AVE <br />AU <br />G <br />U <br />S <br />T <br />I <br />N <br />E <br /> <br />S <br />T <br />APPLICANT:AMRUT GROUP LLC <br />5776 STONERIDGE MALL ROAD, STE 155 <br />PLEASANTON, CA 94588 <br />CONTACT: GAUTAM PATEL <br />(559) 789-3250 <br />GAUTAM.PATEL@AMRUT.US <br />CIVIL ENGINEER:YCG CIVIL ENGINEERING <br />WWW.YCG.IO <br />CONTACT: YUSHIN IMURA <br />(510) 228-6961 <br />YUSHIN@YCG.IO <br />THIS PROJECT IS IN FLOOD ZONE X - 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL <br />CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN <br />ONE SQUARE MILE, PER FEDERAL EMERGENCY MANAGEMENT AGENCY (F.E.M.A.) FLOOD INSURANCE RATE <br />MAP (F.I.R.M.) IN ALAMEDA COUNTY. <br />PANEL NO: 06001C0317G <br />EFFECTIVE DATE: 08/03/09 <br />1.ASSESSOR'S PARCEL NUMBER 094-0156-021-00 <br />2.RECORD OWNER(S)GAUTAM PATEL <br />5776 STONERIDGE MALL ROAD, STE 155 <br />PLEASANTON, CA 94588 <br />TEL: 559.789.3250 <br />EMAIL: GAUTAM.PATEL@AMRUT.US <br />3.EXISTING ZONING CLASSIFICATION:MIXED USE TRANSITIONAL <br />4.EXISTING LAND USE:ONE TO FIVE STORY OFFICE BUILDING <br />5.PROPOSED LAND USE:MULTI-FAMILY RESIDENTIAL <br />6.PROPOSED ZONING CLASSIFICATION:MULTI-FAMILY RESIDENTIAL <br />7.UTILITIES: <br />WATER CITY OF PLEASANTON <br />GAS & ELECTRIC PG&E <br />SANITARY SEWER CITY OF PLEASANTON <br />STORM DRAIN CITY OF PLEASANTON <br />TELEPHONE COMCAST / AT&T U-VERSE <br />GENERAL NOTES <br />PROPOSED BUILDING <br />POOL <br />287 OLD <br />BERNAL AVE 195 OLD BERNAL AVE <br />4702 AUGUSTINE ST <br />1.ENGINEERING DIVISION FEES FOR SERVICE: THE ENGINEERING DIVISION ASSESSES FEES FOR SERVICES INCLUDING PLAN-CHECK, PERMIT <br />ISSUANCE, AND INSPECTION ACCORDING TO THE CITY’S ADOPTED MASTER FEE SCHEDULE. THESE FEES ARE SEPARATE AND DISTINCT FROM FEES <br />ASSESSED BY THE COMMUNITY DEVELOPMENT DEPARTMENT (INCLUDING PLANNING AND BUILDING DIVISION FEES). THE APPLICANT IS <br />RESPONSIBLE FOR PAYMENT OF ALL ENGINEERING DIVISION FEES PRIOR TO SERVICES RENDERED OR PERMIT ISSUANCE, WHICHEVER IS FIRST. <br />2.POTABLE WATER SERVICE: ACCORDING TO CITY RECORDS, THE PROPERTY IS SERVED BY A 5/8” WATER METER (#55882904) LOCATED ALONG THE <br />FRONTAGE OF THE LOT ON OLD BERNAL AVENUE. IF A LARGER METER IS NEEDED TO SUPPORT THE PROPOSED RESIDENTIAL AND COMMERICAL <br />USE, A FEE CREDIT WILL BE OFFERED FOR THE EXISTING METER, BUT NEW CONNECTION FEES WILL BE DUE TO ZONE 7 AND THE CITY BASED ON <br />CURRENTLY ADOPTED FEES. <br />THE CITY PURCHASES WATER WHOLESALE FROM ZONE 7 WATER AGENCY. FEES ARE DUE TO BOTH THE CITY OF PLEASANTON AND ZONE 7 FOR <br />NEW CONNECTIONS TO THE PIPE NETWORK. SAID FEE AMOUNTS APPEAR IN THE CITY’S ADOPTED MASTER FEE SCHEDULE. FOR MORE <br />INFORMATION ABOUT WATER USAGE IN PLEASANTON, REFER TO PLEASANTON MUNICIPAL CODE TITLE 14. <br />3.BACKFLOW PREVENTION ASSEMBLIES: BACKFLOW PREVENTER ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH <br />CURRENT CITY STANDARDS 704, 705, 706; PLEASANTON MUNICIPAL CODE CHAPTER 14.16, STATE HEALTH AND SAFETY CODE; STATE WATER <br />RESOURCES CONTROL BOARD ADOPTED CROSS-CONNECTION CONTROL POLICY HANDBOOK (CCCPH); AND AS REQUIRED BY THE DIRECTOR OF <br />PUBLIC WORKS. ALL BACKFLOW PREVENTER ASSEMBLIES SHALL BE TESTED AND CERTIFIED BY A CITY APPROVED TESTER WITH THE CERTIFICATION <br />SUBMITTED TO THE CITY’S CONTRACTOR. TESTING WILL BE PERFORMED AT THE TIME CITY WATER IS TURNED ON TO THE SITE. IF AN EXISTING <br />BACKFLOW PREVENTER IS ON THE SITE, IT SHALL BE TESTED AND CERTIFIED BY A CITY-APPROVED TESTER WITH THE CERTIFICATION SUBMITTED <br />TO THE CITY’S CONTRACTOR BEFORE PROJECT WATER IS DRAWN THROUGH IT. AN ALL-WEATHER COVER SHALL BE PLACED OVER ALL BACKFLOW <br />PREVENTION ASSEMBLIES 4-INCH AND SMALLER, AND FOLLOW CITY STANDARD 19-02N FOR BACKFLOW ENCLOSURE REQUIREMENTS. <br />4.SIDEWALK WIDENING: AUGUSTINE STREET AND OLD BERNAL AVENUE FRONTAGE OF THE PROPERTY SHALL BE REMOVED AND REPLACED WITH A <br />6’-WIDE SIDEWALK CONSTRUCTED SIMILAR TO CITY OF PLEASANTON STANDARD DRAWING 102. INCLUDE THE CITY STANDARD DRAWING <br />REFERENCE TO THE PLANS. <br />5.UN-USED DRIVEWAY APPROACH: THE DRIVEWAY APPROACH THAT FORMERLY SERVED THE PROPERTY FROM OLD BERNAL AVE TO BE <br />DEMOLISHED, SHALL BE REMOVED AND REPLACED WITH STANDARD PUBLIC SIDEWALK ACCORDING TO CITY OF PLEASANTON STANDARD <br />DRAWING 102. INCLUDE THE CITY STANDARD DRAWING REFERENCE TO THE PLANS. <br />6.UTILITY ENCLOSURES: PROPOSED UTILITY ENCLOSURES INCLUDING VAULTS, METER BOXES, SPLICE BOXES, AND PEDESTALS SHALL BE INSTALLED <br />IN THE PUBLIC RIGHT-OF-WAY, IN A PUBLIC SERVICE EASEMENT OR IN A UTILITY COMPANY SPECIFIC EASEMENT. THE LOCATIONS FOR UTILITY <br />ENCLOSURES SHALL BE CONSIDERED IN THE FOLLOWING ORDER OF PREFERENCE: (1) PSE AREA BEHIND PUBLIC SIDEWALK; (2) PARKSTRIP AREA <br />BETWEEN THE ROADWAY CURB & GUTTER AND THE SIDEWALK; (3) WITHIN THE PUBLIC SIDEWALK SET FLUSH TO GRADE; (4) WITHIN DRIVEWAY <br />APPROACH AREAS SET FLUSH TO THE SURFACE WITH TRAFFIC-RATED LIDS. IN NO CASE SHALL AN ABOVE-GROUND PEDESTAL OR UTILITY <br />CABINET OBSTRUCT SIGHT-LINEVISIBILITY FOR VEHICLE DRIVERS AT INTERSECTIONS OR DRIVEWAYS. ABOVE-GROUND PEDESTALS OR UTILITY <br />CABINETS ARE PREFERRED WITHIN THE SIDE-YARD AREA OF A CORNER RESIDENTIAL LOT RATHER THAN THE FRONT-YARD. DEVIATIONS FROM <br />THIS STANDARD MUST BE APPROVED BY THE CITY ENGINEER. <br />7.DRY UTILITIES (ELECTRICITY, CATV, TELECOM): ALL DRY UTILITIES INCLUDING ELECTRICITY, TELECOMMUNICATIONS, CABLE TELEVISION, STREET <br />LIGHTS, ALARM SYSTEMS, ETC. REQUIRED TO SERVE THE PROJECT SHALL BE INSTALLED UNDERGROUND FROM THE POINT-OF-CONNECTION AT <br />THE UTILITY PURVEYOR’S NETWORK TO THE SERVICE POINT. AERIAL DROPS FROM UTILITY POLES WILL NOT BE ALLOWED WITHOUT PRIOR <br />APPROVAL OF THE CITY ENGINEER. <br />8.ENCROACHMENT PERMIT: ANY WORK PERFORMED WITHIN THE CITY’S RIGHT-OF-WAY, CITY EASEMENTS, OR CITY-OWNED PROPERTY SHALL BE <br />SUBJECT TO AN ENCROACHMENT PERMIT AS DEFINED IN PLEASANTON MUNICIPAL CODE CHAPTER 13.04. ALL ENCROACHMENT PERMIT WORK <br />IS SUBJECT TO ADOPTED CITY OF PLEASANTON STANDARD SPECIFICATIONS AND DETAILS, AND SHALL BE PERFORMED BY PROPERLY-LICENSED <br />CONTRACTORS AS DETERMINED BY THE CITY ENGINEER. SAID CONTRACTORS MUST PROVIDE EVIDENCE OF PROPER LICENSURE (TYPICALLY A <br />CLASS “A” GENERAL ENGINEERING CONTRACTOR LICENSE OR APPROPRIATE CLASS “C” SPECIALTY CONTRACTOR LICENSE AS ISSUED BY THE <br />CALIFORNIA CONTRACTORS STATE LICENSE BOARD), INSURANCE AND CITY-ISSUED BUSINESS LICENSE UPON APPLICATION FOR A PERMIT. <br />9.HAUL ROUTE: DELIVERIES TO AND FROM THE PROJECT SITE SHALL CONFORM TO THE COMMERCIAL VEHICLE REGULATIONS INCLUDED IN <br />PLEASANTON MUNICIPAL CODE CHAPTER 11.48. VEHICLES WITH GROSS WEIGHTS EXCEEDING 3 TONS BUT LESS THAN 8 TONS ARE PROHIBITED <br />ON ANY CITY ROADWAY OTHER THAN THOSE DESIGNATED A COMMERCIAL VEHICLE ROUTE UNLESS A TRANSPORTATION PERMIT HAS FIRST <br />BEEN OBTAINED. SAID COMMERCIAL VEHICLE ROUTES INCLUDE FIRST STREET, STANLEY BOULEVARD, AND SUNOL BOULEVARD. IN ADDITION TO <br />WEIGHT RESTRICTIONS, VEHICLES THAT EXCEED 96 INCHES IN WIDTH AND/OR 60 FEET IN LENGTH ARE ALSO REQUIRED TO OBTAIN A <br />TRANSPORTATION PERMIT. FOR INFORMATION ABOUT TRANSPORTATION PERMITS CALL 925-931-5677. <br />10.CONSTRUCTION GENERAL PERMIT: THIS APPLICATION IS SUBJECT TO A CONSTRUCTION GENERAL PERMIT ACCORDING TO THE NATIONAL <br />POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT NO. CAS000002. THE GENERAL PERMIT IS APPLICABLE TO <br />DEVELOPMENT SITES THAT DISTURB ONE OR MORE ACRES OF LAND SURFACE. THE APPLICANT WILL BE REQUIRED TO REGISTER THE PROJECT <br />WITH THE STATE WATER BOARD’S STORMWATER MULTI-APPLICATION AND REPORT TRACKING SYSTEM WEBSITE. A QUALIFIED SWPPP <br />DEVELOPER (QSD) AND A QUALIFIED SWPPP PRACTITIONER (QSP) MUST BE RESPONSIBLE FOR PERMIT COMPLIANCE. THE SMARTS SYSTEM WILL <br />GENERATE A WASTE DISCHARGERS IDENTIFICATION (WDID) NUMBER, WHICH MUST BE PRINTED ON THE GRADING AND/OR EROSION CONTROL <br />PLANS. <br />11.HIGH VISIBILITY SAFETY APPAREL: ALL WORKERS ON FOOT WHO ARE EXPOSED TO THE HAZARD OF VEHICULAR TRAFFIC SHALL WEAR WARNING <br />GARMENTS SUCH AS VESTS, JACKETS, OR SHIRTS MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN NATIONAL <br />STANDARDS INSTITUTE (ANSI)/INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA) 107-2004 PERFORMANCE CLASS 2, HIGH VISIBILITY <br />SAFETY APPAREL AND HEADWEAR, OR ANY UPDATES ADOPTED BY CAL OSHA. DURING HOURS OF DARKNESS, WARNING GARMENTS SHALL BE <br />RETROREFLECTIVE WITH VISIBILITY FROM A MINIMUM 1,000 FEET. <br />12.EXCAVATION SAFETY: ALL EXCAVATIONS MUST BE PERFORMED IN CONFORMANCE WITH CALIFORNIA GOVERNMENT CODE SECTION 4216 ET <br />SEQ. NO EXCAVATION SHALL OCCUR UNTIL PROPER NOTICE IS PROVIDED TO UNDERGROUND SERVICE ALERT (USANORTH811.ORG) BY CALLING <br />EITHER 811 OR 800-642-2444 AT LEAST 72-HOURS PRIOR TO THE WORK SO BURIED UTILITIES CAN BE MARKED. ALL EXCAVATIONS SHALL BE <br />COVERED OR BARRICADED TO PREVENT ENTRY WHEN WORK IS INACTIVE. OPEN EXCAVATIONS IN THE PUBLIC RIGHT-OF-WAY MUST BE <br />COVERED BY SKID-RESISTANT STEEL PLATES THAT ARE FIRMLY AFFIXED TO THE SURFACE WITH LEADING EDGES RAMPED. EXCAVATIONS 5-FEET <br />AND DEEPER REQUIRE A PROTECTIVE SYSTEM AS DEFINED BY CAL-OSHA. IF A SHORING SYSTEM OR TRENCH BOXES WILL BE UTILIZED AS THE <br />PROTECTIVE SYSTEM, SAID SYSTEM SHALL EITHER BE MANUFACTURED AND INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATIONS, <br />OR DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND INSTALLED ACCORDING TO APPROVED PLANS. NO EXCAVATION SHALL BE <br />PERFORMED ATOP OR ADJACENT TO A HIGH-RISK FACILITY UNTIL AUTHORIZED BY THE OWNER OF THE FACILITY. HIGH-RISK FACILITIES ARE <br />DEFINED AS GAS TRANSMISSION PIPELINES AND HAZARDOUS LIQUID PIPELINES AS REGULATED BY THE U.S. DEPARTMENT OF TRANSPORTATION <br />PIPELINE AND HAZARDOUS MATERIALS SAFETY ADMINISTRATION (US DOT PHMSA). <br />13.POLLUTANT REDUCTION IN STORMWATER: AT NO TIME DURING CONSTRUCTION OF THE PROJECT SHALL POLLUTANTS BE ALLOWED TO ENTER, <br />CLOG, OR CONTAMINATE STORM DRAIN PIPE NETWORKS OR OPEN STORMWATER CHANNELS IN VIOLATION OF PLEASANTON MUNICIPAL CODE <br />§9.14.080 ET SEQ. THE APPLICANT SHALL CONTAIN ALL TRASH AND DEBRIS FOR PROPER DISPOSAL TO AUTHORIZED LANDFILLS OR RECYCLERS. <br />EROSION CONTROL FEATURES SHALL BE DEPLOYED DURING THE RAINY SEASON THAT EXTENDS FROM OCTOBER 1ST TO APRIL 15TH EACH YEAR, <br />OR ANY TIME RAIN IS FORECAST OUTSIDE OF THIS PERIOD. BEST MANAGEMENT PRACTICES (BMPS) SHALL BE STRICTLY FOLLOWED. STREET <br />SWEEPERS MUST BE EMPLOYED IF SOIL OR DEBRIS IS TRACKED ONTO THE PUBLIC ROADS FROM VEHICLES EXITING THE SITE. STANDARD BMPS <br />ARE AVAILABLE FROM THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA), THE UNITED STATES ENVIRONMENTAL PROTECTION <br />AGENCY (EPA), CALTRANS, AND OTHERS. NOTES AND/OR ILLUSTRATIONS SHALL BE ADDED TO THE PLANS THAT DESCRIBE THE BMPS TO BE <br />UTILIZED DURING CONSTRUCTION. THE USE OF MANUFACTURED EROSION CONTROL WOVEN BLANKETS AND STRAW WATTLES THAT UTILIZE <br />PLASTIC MONOFILAMENT NETTING IS SPECIFICALLY PROHIBITED. <br />14.DUST CONTROL: DUST CONTROL MEASURES MUST BE EMPLOYED DURING ALL PHASES OF CONSTRUCTION TO PREVENT AIRBORNE NUISANCE <br />TO NEIGHBORING PROPERTIES. ALL STOCKPILES OR UNUSED MATERIALS THAT CAN CREATE DUST SHALL BE COVERED OR REMOVED. EXPOSED <br />SOIL AREAS SHALL BE ROUTINELY WATERED UNTIL SURFACING MATERIALS OR LANDSCAPING IS INSTALLED. USE OF DUST PALLIATIVES SHALL <br />CONFORM TO CALTRANS STANDARD SPECIFICATION SECTION 18. ANY DAMAGE CAUSED BY AIRBORNE DUST TO NEIGHBORING PROPERTIES <br />SHALL BE CLEANED WITH COSTS PAID BY THE APPLICANT. IF THE APPLICANT FAILS THE ADDRESS DUST AS DIRECTED BY THE CITY, THE CITY <br />SHALL HAVE THE RIGHT TO ENTER THE PROPERTY TO EFFECTUATE THE CORRECTION, WITH ALL COSTS PAID BY THE APPLICANT OR LEVIED AS A <br />LIEN AGAINST THE APPLICANT’S PROPERTY. <br />15.PROPERTY NUISANCE: AT NO TIME DURING CONSTRUCTION OF THE PROJECT SHALL THE CONDITION OF THE PROPERTY BECOME A NUISANCE <br />AS DEFINED IN PLEASANTON MUNICIPAL CODE §9.28.020. THE CITY SHALL HAVE THE RIGHT TO INSPECT THE PROPERTY FOR CONDITIONS THAT <br />VIOLATE THE CODE STANDARD. IF A NUISANCE IS FOUND, THE APPLICANT SHALL IMMEDIATELY SUBMIT A PLAN OF CORRECTION. DEPENDING <br />ON THE SEVERITY OF THE NUISANCE, THE CITY MAY SUSPEND ALL CONSTRUCTION WORK UNTIL THE CONDITION IS CORRECTED. ANY OF THE <br />FOLLOWING CONDITIONS SHALL BE CONSIDERED SEVERE: LEAKING CHEMICALS THAT CAN CAUSE ENVIRONMENTAL DAMAGE; OPEN <br />EXCAVATIONS OR ANY EXCAVATION DEEPER THAN 4 FEET THAT LACKS PROPER SHORING; UNSECURED MATERIALS THAT CAN FALL TO THE <br />GROUND CAUSING DAMAGE OR INJURY; OPEN OR EXPOSED UTILITIES THAT COULD CAUSE ELECTRICAL SHOCK OR CONTAMINATION OF SEWER, <br />POTABLE WATER SYSTEMS, GROUNDWATER WELLS, OR STORM DRAINAGE NETWORKS. IF THE APPLICANT FAILS THE ADDRESS THE NUISANCE AS <br />DIRECTED BY THE CITY, THE CITY SHALL HAVE THE RIGHT TO ENTER THE PROPERTY TO EFFECTUATE THE CORRECTION, WITH ALL COSTS PAID BY <br />THE APPLICANT OR LEVIED AS A LIEN AGAINST THE APPLICANT’S PROPERTY. <br />16.NOISE: CONSTRUCTION NOISE IS REGULATED UNDER PLEASANTON MUNICIPAL CODE CHAPTER 9.04. NOISE IS PROHIBITED OUTSIDE OF THE <br />HOURS OF 8:00 AM AND 8:00 PM DAILY EXCEPT SUNDAYS AND HOLIDAYS WHEN NOISE IS PROHIBITED OUTSIDE THE HOURS OF 10:00 AM AND <br />6:00 PM. NOISE IS DEFINED AS A LEVEL EXCEEDING 83 DBA AT A DISTANCE OF 25 FEET OR 86 DBA AT ANY POINT BEYOND THE BOUNDARY OF <br />THE PROPERTY UNDER CONSTRUCTION. IF THE APPLICANT FAILS THE ADDRESS THE NOISE AS DIRECTED BY THE CITY, THE CITY SHALL HAVE THE <br />RIGHT TO ENTER THE PROPERTY TO EFFECTUATE THE CORRECTION, WITH ALL COSTS PAID BY THE APPLICANT OR LEVIED AS A LIEN AGAINST THE <br />APPLICANT’S PROPERTY. EXCEPTIONS TO THESE REGULATIONS REQUIRE A SPECIAL PERMIT GRANTED BY THE CITY FOR CIRCUMSTANCES WHEN <br />STRICT COMPLIANCE WOULD BE IMPRACTICAL OR UNREASONABLE, AND CONTINGENT UPON PROPER NOTICING TO SURROUNDING PROPERTY <br />OWNERS THAT INCLUDES THE DATES AND TIMES WHEN NOISE LEVELS WILL BE EXCEEDED AND THE SPECIFIC REASONS WHY AN EXCEPTION TO <br />THE REGULATION HAS BEEN GRANTED. <br />17.GEOTECHNICAL FINAL REPORT: AT THE CONCLUSION OF CONSTRUCTION, THE APPLICANT SHALL SUBMIT TO THE CITY A FINAL REPORT FROM <br />THE GEOTECHNICAL ENGINEER OR CERTIFIED ENGINEERING GEOLOGIST TESTIFYING TO THE SUCCESSFUL COMPLETION OF ALL MATERIAL <br />TESTING AND/OR OBSERVATION WORK PERFORMED. THE FINAL REPORT MUST PROVIDE ASSURANCE THAT ALL RECOMMENDATIONS HAD BEEN <br />STRICTLY FOLLOWED. THE APPLICANT SHALL BEAR ALL COSTS ASSOCIATED WITH THIS CONDITION. <br />18.DAMAGE TO EXISTING PUBLIC OR PRIVATE IMPROVEMENTS: THE APPLICANT SHALL REPAIR DAMAGE TO EXISTING PUBLIC OR PRIVATE <br />IMPROVEMENTS ON AND NEAR THE PROJECT SITE AND ALONG THE HAUL ROUTE AT THE APPLICANT’S EXPENSE IF CAUSED BY CONSTRUCTION <br />ACTIVITIES. <br />NOTES <br />Page 292 of 373