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x 367.1 <br />x 421.4 <br />x 393.2 <br />x 386.6 <br />x 381.4 <br />x 375.1 <br />x 434.6 <br />442.6 <br />x 418.9 <br />x 420.7 <br />x 354.7 <br />x 317.7 <br />x <br />x <br />32 <br />8 <br />. <br />5 <br />x 328.6 <br />x 328.7 <br />x 328.9 <br />x 320.7 <br />x 385.7 <br />x382.4 <br />x 429.6 <br />x 429.7 <br />x 429.7 <br />x 429.5 <br />x 429.7 <br />x 423.5 <br />x 422.4 <br />x 423.3 <br />x 413.4 <br />x 391.7 <br />x 321.4 <br />x 334.7 <br />x 334.5 <br />x 341.9 <br />x <br />34 <br />8 <br />. <br />6 <br />STOP <br />STOP <br />STOP <br />STOP <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool Pool <br />Pool Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />PoolPool <br />Pool <br />Pool <br />Pool <br />PoolPool <br />PoolPool <br />Pool <br />Pool <br />Pool <br />Pool <br />Pool <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />ST <br />O <br />P <br />Asphalt <br />Co <br />n <br />c <br />r <br />e <br />t <br />e <br />Concrete <br />Concrete <br />Concrete <br />Concrete <br />Concrete <br />Concrete <br />Co <br />n <br />c <br />r <br />e <br />t <br />e <br />Orchard <br />Orchard <br />Orchard <br />Orchard <br />Orchard <br />Orchard <br />Orchard <br />Orchard <br />Orchard <br />Orchard <br />Unpaved <br />Unpaved <br />Unpaved <br />Gate <br />Gate <br />Gate <br />Gate <br />Tank <br />IN <br />T <br />E <br />R <br />S <br />T <br />A <br />T <br />E <br /> <br />6 <br />8 <br />0 <br />ASHWOOD DRIVE <br />EA <br />S <br />T <br />W <br />O <br />O <br />D <br /> <br />W <br />A <br />Y <br />42 <br />0 <br />415 <br />37 <br />5 <br />370 <br />36 <br />5 <br />36 <br />0 <br />35 <br />5 <br />33 <br />0 <br />35 <br />5 <br />330 325 <br />320350 <br />NORTHWOOD COURTREDWOOD COURT <br />FE <br />R <br />N <br />W <br />O <br />O <br />D <br /> <br />W <br />A <br />Y <br />FALLWOOD COURTALDERWOOD COURT <br />MUIRWOOD DRIVE <br />FO <br />O <br />T <br />H <br />I <br />L <br />L <br /> <br />R <br />O <br />A <br />D <br />PURI COURT <br />FOOTHILL KNOLLS DRIVE <br />43 <br />0 <br />Pool <br />Pool <br />40 <br />0 <br />44 <br />0 <br />43 <br />5 <br />43 <br />0 <br />445 <br />410 <br />405 <br />400 <br />395 390 <br />415 <br />420 <br />425 <br />430 <br />420 <br />37 <br />5 <br />38 <br />0 <br />38 <br />5 <br />39 <br />0 <br />39 <br />5 <br />40 <br />0 <br />405410415 <br />39 <br />5 <br />40 <br />0 <br />39 <br />0 <br />32 <br />0 <br />32 <br />0 <br />32 <br />5 <br />33 <br />5 <br />34 <br />0 <br />34 <br />5 <br />35 <br />0 <br />38 <br />0 <br />38 <br />5 <br />38 <br />5 <br />38 <br />5 <br />39 <br />0 <br />39 <br />5 <br />40 <br />0 <br />40 <br />5 <br />41 <br />0 <br />41 <br />5 <br />42 <br />0 <br />42 <br />5 <br />43 <br />0 <br />318 <br />31 <br />9 <br />31 <br />9 <br />32 <br />0 <br />32 <br />0 <br />319 <br />318 <br />31 <br />9 <br />31 <br />8 <br />32 <br />5 <br />325 <br />32 <br />0 <br />322 <br />320 <br />318 <br />FE <br />R <br />N <br />W <br />O <br />O <br />D <br /> <br />W <br />A <br />Y <br />EA <br />S <br />T <br />W <br />O <br />O <br />D <br /> <br />W <br />A <br />Y <br />MU <br />I <br />R <br />W <br />O <br />O <br />D <br /> <br />D <br />R <br />I <br />V <br />E <br />IN <br />T <br />E <br />R <br />S <br />T <br />A <br />T <br />E <br /> <br />6 <br />8 <br />0 <br />MERRITT FARMS, INC <br />AL <br />D <br />E <br />N <br />W <br />O <br />O <br />D <br />FA <br />L <br />L <br />W <br />O <br />O <br />D <br />RE <br />D <br />W <br />O <br />O <br />D <br />NORTHWOOD <br />EXISTING <br />DRAINAGE SWALE <br />EX 24" CORRUGATED <br />METAL PIPE <br />FEMA ZONE AH <br />(316%%P) <br />~ <br />EX SSMH <br />INV 312.6%%P <br />EX SSMH <br />INV 311.3%%P <br />66" OAK <br />+ <br />(S) <br />48" OAK <br />+ <br />(S)44'%%P PL TO <br />PAV EDGE <br />EX SD CULVERT <br />EXISTING <br />OUTFALL <br />EX 36" CORRUGATED <br />METAL PIPE <br />EQ <br />U <br />U <br />S <br /> <br />C <br />O <br />U <br />R <br />T <br />EX HEADWALL <br />EX RESIDENCE(TO REMAIN) <br />EX STRUCTURE(TO REMAIN) <br />EX HEADWALL <br />EX STRUCTURE(TO BE DEMOLISHED) <br />EX 8" SS <br />S=0.003%%P <br />EX 8" SS <br />S=0.003%%P <br />EX 66"SD <br />EX 36"SD <br />EX JT POLE <br />(TYP) <br />EX 24"SD <br />EX <br /> <br />3 <br />0 <br />" <br />S <br />D <br />EX 40"SD <br />EX 24"SD <br />EX 24"SD <br />EX 12" STEEL WATER LINE (UPPER PRESSURE ZONE) <br />\W0.8500;EX 12" DUCTILE IRON PIPE WATER LINE (SERVES TO APPROXIMATELY 370' ELEVATION) <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />6 <br />" <br />W <br />EX <br /> <br />1 <br />5 <br />" <br />S <br />S <br />EX <br /> <br />1 <br />2 <br />" <br />W <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />1 <br />2 <br />" <br />W <br />EX <br /> <br />1 <br />2 <br />" <br />W <br />EX SS <br />EX W <br />EX <br /> <br />1 <br />2 <br />" <br />W <br />EX <br /> <br />1 <br />2 <br />" <br />W <br />EX <br /> <br />1 <br />2 <br />" <br />W <br />EX <br /> <br />1 <br />2 <br />" <br />W <br />EX <br /> <br />2 <br />4 <br />" <br />S <br />D <br />EX 30"SD <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />8 <br />" <br />W <br />\A1;EX 10' SANITARYSEWER EASEMENT(RE 2215 IM 118 <br />EX OHEX OH EX OH EX OH EX OH EX OH <br />EX <br /> <br />O <br />H <br />EX STORM DRAINSTRUCTUREINV 312.0%%P <br />(TO BE REMOVED) <br />MALONEY/ <br />TARNOW ELMER <br />HU <br />T <br />C <br />H <br />I <br />N <br />S <br />O <br />N <br />YITU <br />T <br />T <br />L <br />E MADUELL <br />LO <br />C <br />H <br />E <br />R <br />NEAL <br />TH <br />O <br />M <br />P <br />S <br />O <br />N <br />MC <br />S <br />T <br />A <br />Y <br />RE <br />D <br />D <br />Y <br />HO <br />L <br />L <br />O <br />W <br />A <br />Y <br />MININIMORETTICA <br />R <br />P <br />E <br />N <br />T <br />E <br />R <br />MO <br />R <br />E <br />T <br />T <br />I <br />/ <br />KO <br />N <br />D <br />A HARRAH/ <br />TR <br />U <br />S <br />T <br />WHEELER NIA/GHADAR AC <br />H <br />A <br />R <br />Y <br />A <br />WESCOTTKHIEM <br />MILLER/ <br />TR <br />U <br />S <br />T <br />HARTRELL <br />XIAO <br />EX 2"W <br />171057 <br />4690 CHABOT DRIVE <br />PLEASANTON, CA 94588 <br />928-227-9100 <br />G: <br />\ <br />\ <br />J <br />O <br />B <br />2 <br />0 <br />1 <br />7 <br />\ <br />\ <br />1 <br />7 <br />1 <br />0 <br />5 <br />7 <br />\ <br />\ <br />C <br />A <br />D <br /> <br />F <br />I <br />L <br />E <br />S <br />\ <br />\ <br />0 <br />2 <br />- <br />P <br />L <br />A <br />N <br />N <br />I <br />N <br />G <br />\ <br />\ <br />P <br />D <br />\ <br />\ <br />0 <br />2 <br />- <br />E <br />C <br />- <br />1 <br />7 <br />1 <br />0 <br />5 <br />7 <br />- <br />P <br />D <br />. <br />D <br />W <br />G <br /> <br />1 <br />/ <br />1 <br />9 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />3 <br />: <br />1 <br />4 <br />: <br />4 <br />1 <br /> <br />P <br />M <br /> <br />H <br />I <br />L <br />L <br />A <br />R <br />Y <br /> <br />R <br />A <br />Y <br />A <br />N <br />80 <br />2401608001 inch = ft. <br />EXISTING <br />CONDITION PLAN <br />C-2 <br />EXISTING EASEMENTS PER PRELIMINARY TITLE REPORT DATED JULY 26, 2022 <br />PTR EXCEPTION # <br />PU <br />R <br />P <br />O <br />S <br />E PLOTTED DISPOSITION <br />INGRESS AND EGRESS FOR EXTRACTION OF MINERALS NO, BLANKET EASEMENT TO BE QUITCLAIMED <br />ACCESS, WATER AND CONSTRUCTION EASEMENTS NO, LOCATION TO BE DETERMINED UPON RECORDATION OF FINAL MAP FOR ENTIRE PROPERTY TO BE DEDICATED WITH FINAL MAP3 <br />4 <br />EXISTING EASEMENTS PER PRELIMINARY TITLE REPORT DATED JULY 26, 2022 <br />PTR EXCEPTION # <br />PU <br />R <br />P <br />O <br />S <br />E PLOTTED DISPOSITION <br />INGRESS AND EGRESS FOR EXTRACTION OF MINERALS NO, BLANKET EASEMENT TO BE QUITCLAIMED <br />PUBLIC RIGHT OF WAY NO, LOCATION UNKNOWN TO BE DEDICATED TO CITY <br />ACCESS, WATER AND CONSTRUCTION EASEMENTS NO, LOCATION TO BE DETERMINED UPON RECORDATION OF FINAL MAP FOR ENTIRE PROPERTY TO BE DEDICATED WITH FINAL MAP5 <br />{FOOTHILL BOULEVARD HOLDING COMPANY, LLC(APN 941-950-3-3):} <br />EXISTING EASEMENTS PER PRELIMINARY TITLE REPORT DATED JULY 26, 2022 <br />PTR EXCEPTION # <br />PU <br />R <br />P <br />O <br />S <br />E PLOTTED DISPOSITION <br />INGRESS AND EGRESS FOR EXTRACTION OF MINERALS NO, BLANKET EASEMENT TO BE QUITCLAIMED <br />SANITARY SEWER EASEMENT YES TO REMAIN <br />ACCESS, WATER AND CONSTRUCTION EASEMENTS NO, LOCATION TO BE DETERMINED UPON RECORDATION OF FINAL MAP FOR ENTIRE PROPERTY TO BE DEDICATED WITH FINAL MAP <br />3 <br />4 <br />5 <br />{FOOTHILL BOULEVARD HOLDING COMPANY, LLC(APN 941-950-3-11):} <br />EXISTING EASEMENTS PER PRELIMINARY TITLE REPORT DATED JULY 27, 2022 <br />PTR EXCEPTION # <br />PU <br />R <br />P <br />O <br />S <br />E PLOTTED DISPOSITION <br />SANITARY SEWER NO, LOCATION CANNOT BE DETERMINED FROM RECORD INFORMATION. LOCATION IS BELIEVED TO BE WITHIN FUTURE FOOTHILL ROAD PUBLIC DEDICATION.TO REMAIN BY OPERATION OF FOOTHILL ROAD PUBIC DEDICATION3 <br />{MERRITT(APN 941-950-3-1):} <br />{MERRITT FARMS, INC(APN 941-950-3-12):} <br />{\LNOTES:} <br />1.. THE EXISTING WATER AND SEWER SERVICES FOR THE FOOTHILL BOULEVARD HOLDING COMPANYPROPERTY SHALL BE ABANDONED IN-PLACE AS PART OF THE PROPOSED DEVELOPMENT.2.EXISTING MERRITT PROPERTY SEWER SYSTEM SHALL BE ABANDONED IN-PLACE IN ACCORDANCE WITHCITY AND ALAMEDA COUNTY HEALTH STANDARDS AND ANY EXISTING SEPTIC TANK(S) SHALL BE REMOVEDPER CITY AND ALAMEDA COUNTY HEALTH STANDARDS (ORDINANCE 15.18.07.0C). REMOVAL OF EXISTINGSERVICES AND THE INSTALLATION OF NEW SEWER SERVICE SHALL BE PERFORMED IN SUCH A MANNER ASTO NOT CAUSE INTERRUPTION OF SERVICE TO EXISTING RESIDENCES.3.ALL EXISTING ONSITE OVERHEAD JOINT TRENCH AND EXISTING JOINT TRENCH ALONG PROJECTFRONTAGE SHALL BE REMOVED AND UNDERGROUNDED PER SEPARATE JOINT TRENCH PLANS, BY OTHERS.ALL EXISTING JOINT TRENCH SERVICES TO EXISTING RESIDENCES/STRUCTURES NOTED AS TO REMAINSHALL BE RELOCATED WITHOUT INTERRUPTION OF SERVICE PER JOINT TRENCH PLANS, BY OTHERS.