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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 />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 429.7 <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 />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 Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <br />Asphalt <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 />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 />Pool <br />Pool <br />40 <br />0 <br />44 <br />0 <br />43 <br />5 <br />43 <br />0 <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 />322 <br />318 <br />ST <br />R <br />E <br />E <br />T <br /> <br />C <br />ST <br />R <br />E <br />E <br />T <br /> <br />D <br />ST <br />R <br />E <br />E <br />T <br /> <br />E <br />STREET E <br />STREET E <br />PARCEL F <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 />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 />EQ <br />U <br />U <br />S <br /> <br />C <br />O <br />U <br />R <br />T <br />335.2 <br />0. <br />7 <br />5 <br />% <br />420 <br />GB <br />321.632 <br />5 <br />2%2.2% <br />33 <br />0 <br />3.2% <br />P 330.5P 332.0 <br />1.4% <br />P 334.7 <br />332.9 2.0% <br />32 <br />5 <br />P 334.0 P 332.3 P 329.8 <br />P 329.0 <br />P 326.7 <br />321.42.0% <br />P 325.7 P 324.7 <br />P 333.0P 335.0 P 331.0 P 330.0 P 328.3 P 326.8 P 325.1 P 323.7 <br />32 <br />2 <br />. <br />4 <br />0. <br />6 <br />% <br />0. <br />6 <br />% <br />FG 320.0 <br />FG 314.0 <br />P 338.7 <br />{\T0.8;P\~337.5} <br />{\T0.85;P 338.5} <br />1.0%1.0% <br />P 326.5 P 324.5P 334.0 <br />1.8% <br />P 329.0P 332.0 <br />3.8% <br />33 <br />2 <br />P 323.5 P 321.5 <br />32 <br />1 <br />. <br />0 <br />LP <br />LP <br />HP <br />32 <br />2 <br />. <br />5 <br />HP <br />1. <br />0 <br />% <br />0. <br />6 <br />% <br />334%%P 331%%P 330%%P 327%%P 325%%P 324%%P 324%%P 323%%P 323%%P 322%%P338%%P <br />342%%P 338%%P 335%%P 334%%P <br />341%%P344%%P <br />331%%P333%%P 330%%P 328%%P 326%%P327%%P 325%%P 323%%P324%%P 322%%P 321%%P 321%%P <br />{\T0.9;P 340.5} <br />{\T0.85;P 339.5} <br />421%%P <br />320%%P <br />32 <br />5GB <br />P 322.5 <br />EX 10' SSEASEMENT <br />421%%P <br />GB <br />GB <br />323.0 <br />323.2 <br />2% <br />324.0 1%{\T0.85;P 327.0} <br />{\T0.85;P\~325.0} <br />P 326.0 <br />P 325.0 <br />{\T0.85;P 323.0} <br />{\T0.85;P 324.0} <br />322.5 <br />ST <br />R <br />E <br />E <br />T <br /> <br />C <br />ST <br />R <br />E <br />E <br />T <br /> <br />A <br />STREET A <br />STREET B <br />PARCEL C <br />FE <br />R <br />N <br />W <br />O <br />O <br />D <br /> <br />W <br />A <br />Y <br />14.5% <br />12% <br />41 <br />0 <br />40 <br />0 <br />39 <br />0 <br />1.4% <br />420 <br />418.3 <br />8. <br />0 <br />% <br />3:1 MAX <br />P 336.7P 337.7 <br />P 337.0 <br />33 <br />2 <br />337.4 GB <br />P 338.0P 341.0 <br />P 343.9 <br />345%%P <br />338.5 <br />0. <br />7 <br />5 <br />% <br />34 <br />0 <br />. <br />0 <br />3.1% <br />P 351.0 <br />P 352.5 <br />P 357.2 <br />34 <br />5 <br />P 346.0 <br />P 348.0 <br />3.0% <br />P 341.7 <br />P 344.2 <br />P 346.5 <br />340.4 GB <br />348.5GB <br />352.80.8% <br />1. <br />9 <br />% <br />P 350.0 <br />P 347.3 <br />344%%P345%%P351%%P353%%P 350%%P351%%P 350%%P <br />35 <br />5 <br />352P 355.0 <br />3. <br />1 <br />% <br />ST <br />R <br />E <br />E <br />T <br /> <br />D <br />2.0% <br />P 356.3 <br />P 357.9 <br />P 357.4 <br />P 356.8 <br />355.5 <br />359%%P362%%P365%%P <br />347%%P349%%P <br />1. <br />5 <br />% <br />356.0P 358.6 <br />P 359.3 <br />+ <br />353%%P <br />361%%P366%%P374%%P <br />385%%P <br />+ <br />35 <br />5 <br />EX <br />EX PAD420%%P <br />EX PAD370.4%%P <br />EX PAD373.7%%P <br />GB <br />3:1 MAX <br />357%%P <br />0. <br />7 <br />5 <br />% <br />42 <br />5 <br />GB <br />34 <br />0 <br />. <br />3 <br />GB <br />3. <br />1 <br />% <br />GB <br />373 <br />4' WALL <br />393%%P <br />358.0 <br />P 360.0 <br />P 359.5 <br />P 357.5 <br />P 356.6 <br />356.3XX <br />. <br />X <br />1. <br />1 <br />% <br />P 356.0 P 355.0 P 354.2 <br />P 365.0 P 361.0 {\T0.9;P 355.7}{\T0.9;P 351.2} <br />TC 370.7 <br />36 <br />0 <br />35 <br />0 <br />6% <br />P 366.9 <br />P 363.5 P 356.9 P 351.9 P 345.7 P 343.7 <br />344.8 <br />XX.X <br />P 351.3 <br />350 <br />XX.X <br />332.2 <br />XX.X <br />356.9 <br />33 <br />0 <br />. <br />5 <br />GB2.4% <br />354%%P <br />2%3:1 MAX7. <br />5 <br />% <br />P 424.0 <br />P 423.5 <br />P 423.5 <br />1.8% <br />420 <br />421 <br />2% <br />PA <br />R <br />C <br />E <br />L <br /> <br />D <br />FF <br /> <br />3 <br />5 <br />3 <br />. <br />0 <br />350.0 <br />34 <br />4 <br />. <br />0 <br />33 <br />9 <br />. <br />0 <br />339%%P <br />0. <br />6 <br />% <br />383%%P 383%%P <br />37 <br />2 <br />. <br />0 <br />10% <br />5% <br />5% <br />421.5 <br />354.5 <br />GB <br />373.7%%P <br />PARCEL A <br />320.0 <br />FG 315.0 <br />90 91 92 93 <br />94 95 <br />969798 <br />99 <br />100101 <br />3 <br />2 <br />1 <br />4 5 6 7 <br />891011 <br />12 <br />13 14 <br />15 16 <br />17 <br />18 19 <br />20 <br />21 <br />24 25 26 272223 <br />28 <br />29 <br />42 43 <br />44 <br />45 46 47 48 49 50 <br />51 52 53 54 55 56 57 58 <br />596061 <br />62 <br />636465 <br />66 <br />67686970 <br />717273 <br />7475 <br />76 <br />77 <br />7879 <br />80 <br />81 <br />8285 <br />84 <br />83 <br />86 <br />87 <br />88 <br />89 <br />374.5%%P <br />412.8 <br />13% <br />7. <br />0 <br />% <br />5% <br />41 <br />5 <br />42 <br />0 <br />{\T0.9;DRIVEWAY E}{\T0.9;DRIVEWAY F} <br />102 103 104 105 106 <br />107108109110111 <br />31 <br />30 33 <br />3532 <br />34 36 <br />37 38 39 40 41 <br />326.5 <br />33 <br />0 <br />330.9340.1 <br />340.3 340.9341.9 <br />0. <br />5 <br />% <br />2% <br />{\T0.85;P 342.9} <br />P 341.8 <br />P 340.9 {\T0.85;P\~341.1} <br />P 339.9 {\T0.8;P 340.1} <br />5% <br />33 <br />3 <br />. <br />5 <br />P 335.7 <br />P 336.7 <br />P 336.2 <br />P 335.2 5% <br />32 <br />9 <br />. <br />1 <br />P 332.7 P 330.7 <br />P 329.7P 331.7 <br />P 327.0 P 325.0 P 324.0 P 322.0 <br />\W <br />0 <br />. <br />8 <br />0 <br />0 <br />0 <br />; <br />3 <br />4 <br />7 <br />. <br />0 <br />FF35 <br />0 <br />. <br />0 <br />P 345.9 <br />348.1 <br />XX.X <br />345.8 <br />369%%P <br />348%%P <br />\W <br />0 <br />. <br />8 <br />5 <br />0 <br />0 <br />; <br />3 <br />6 <br />1 <br />2: <br />1 <br />412 <br />419 <br />4' WALL \W <br />0 <br />. <br />8 <br />5 <br />0 <br />0 <br />; <br />G <br />B <br />410 <br />409.5 <br />409 <br />\W0.8500;EX SD CULVERT <br />8' WALL <br />420 <br />10'PSE <br />{\T0.85;P 341.9} <br />318.0 <br />406.56% <br />{\T0.85;P 339.5} <br />DR <br />I <br />V <br />E <br />W <br />A <br />Y <br /> <br />I <br />339.5 334.22.65% <br />322.5 <br />321%%P 321%%P <br />320.5 <br />37 <br />2 <br />. <br />0 <br />37 <br />2 <br />. <br />0 <br />319.2 <br />321.0 <br />1. <br />0 <br />% <br />FG 320.0 <br />FG 320.0 <br />GB <br />1.2% <br />2% <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 />MININIMORETTI <br />CA <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 />WESCOTT <br />KHIEM <br />MILLER/TR <br />U <br />S <br />T <br />HARTRELL <br />XIAO <br />5% <br />N <br />80 <br />2401608001 inch = ft. <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 />T <br />E <br />N <br />T <br />- <br />M <br />A <br />P <br />\ <br />\ <br />0 <br />4 <br />- <br />G <br />R <br />- <br />1 <br />7 <br />1 <br />0 <br />5 <br />7 <br />- <br />V <br />T <br />M <br />. <br />D <br />W <br />G <br /> <br />6 <br />/ <br />1 <br />3 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />9 <br />: <br />2 <br />1 <br />: <br />0 <br />1 <br /> <br />A <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 />JOB NO.: 171057 <br />DATE: JUNE 14, 2024 <br />SHEET NO. <br />4690 CHABOT DRIVE, SUITE 200 PLEASANTON, CA 94588 <br />PHONE: (925) 227-9100 FAX: (925) 227-9300 <br />E N G E E R SN N N S S SRRREEPAUYO <br />SHEET OF 74 <br />{NOTES}:1.. ALL QUANTITIES SHOWN ON THIS PLAN ARE APPROXIMATE, CALCULATED CUT AND FILL ARETO "ROUGH GRADE" AND EXISTING GROUND. THE ACTUAL AMOUNT OF EARTH MOVED ISVARIABLE DEPENDENT ON COMPACTION, CONSOLIDATION, STRIPPING REQUIREMENTS, ANDTHE CONTRACTOR'S METHOD OF OPERATION.2.THE SITE WILL EXPERIENCE APPROXIMATELY NET 17,500 CY OF SHRINKAGE, PERGEOTECHNICAL INVESTIGATION FOR MERRITT PROPERTY, PREPARED BY BERLOGAR STEVENS& ASSOCIATES, DATED DECEMBER 21, 2022.3.PER GEOTECHNICAL RECOMMENDATION, STRIPPED SOIL MAY BE USED ASNON-STRUCTURAL FILL IN LANDSCAPING AREAS. THE AMOUNT OF STRIPPING WILL BEEVALUATED BEFORE GRADING ACTIVITIES COMMENCE.4.THE CONTRACTOR SHALL VERIFY ALL EARTHWORK QUANTITIES BEFORE START OF WORK.THE CONTRACTOR SHALL CONTACT THE CIVIL ENGINEER WITH ANY DISCREPANCIES.5.FOUNDATION AND BUILDING SPOILS ARE ASSUMED AT 40 CY PER SINGLE-FAMILY DETACHEDBUILDING AND 20 CY FOR BMR UNIT.6.LANDSCAPE QUANTITIES ARE EXCLUDED WITH THIS CALCULATION. <br />PR <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br /> <br />A <br />N <br />D <br /> <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />P <br />L <br />A <br />N <br />TM4.0 <br />PRE <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br /> <br />E <br />S <br />T <br />I <br />M <br />A <br />T <br />E <br />D <br /> <br />E <br />A <br />R <br />T <br />H <br />W <br />O <br />R <br />K <br /> <br />Q <br />U <br />A <br />N <br />I <br />T <br />I <br />E <br />S <br />ITEMS FILL (C.Y.) <br />STRIPPING (2" ASSUMED)10,600 10,600 <br />OVEREXCAVATION (24")4,600 4,600 <br />STREETS & COURTS 32,200 12,600 <br />LOTS & PARCELS 76,000 90,200 <br />BUILDING SPOILS 4,000 <br />TRENCH SPOILS 14,500 <br />RETAINING WALL SPOILS 1,800 <br />C.3 SPOILS 3,600 <br />POOL & SPA SPOILS 600 <br />NET SHRINKAGE 17,500 <br />TOTAL 147,900 135,500 <br />EXPORT 12 <br />, <br />4 <br />0 <br />0 <br />\pxi-3,l4,t4;{\LLEGEND} <br />\pxi-3,l4,t4;OVERLAND RELEASE <br />SEE GRADING DETAIL EE ON SHEET TM6.1