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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 418.9 <br />x 420.7 <br />x 354.7 <br />x <br />x <br />x 328.3 <br />x 328.5 <br />x 328.5 <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 />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 />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 />Unpaved <br />Unpaved <br />Gate <br />Gate <br />Gate <br />Gate <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 />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 />400 <br />395 390 <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 />5 <br />32 <br />0 <br />322 <br />320 <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 />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 />ST <br />R <br />E <br />E <br />T <br /> <br />A <br />ST <br />R <br />E <br />E <br />T <br /> <br />A <br />STREET E <br />ST <br />R <br />E <br />E <br />T <br /> <br />D <br />DRIVEWAY E DRIVEWAY F <br />STREET B <br />PA <br />R <br />C <br />E <br />L <br /> <br />A <br />PARCEL B <br />PARCEL C <br />PA <br />R <br />C <br />E <br />L <br /> <br />D <br />PARCEL F <br />8"SS <br />8"W8"W <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 />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 />EX 24" CORRUGATED <br />METAL PIPE <br />EX 12" DUCTILE IRON PIPE WATER LINE (SERVES TO APPROX 370' ELEVATION)8" <br />W <br />8" <br />W <br />8"SS <br />8" <br />S <br />S <br />8" <br />S <br />S <br />8"SS <br />8" <br />S <br />S <br />10 <br />" <br />W <br />8" <br />W <br />8"W <br />8"W <br />8"W8"W <br />8" <br />W <br />8" <br />W <br />8"W <br />8" <br />W <br />8"W <br />8" <br />W <br />8"W <br />8"W <br />8"SS <br />8"SS8"SS <br />8"SS <br />8"SS <br />8"SS <br />8" <br />S <br />S <br />8" <br />S <br />S <br />8"SS <br />8"SS <br />24"SD18"SD18"SD 24"SD <br />30"SD <br />24"SD 30"SD <br />24 <br />" <br />S <br />D <br />24"SD <br />24 <br />" <br />S <br />D <br />18"SD <br />18"SD <br />18"SD <br />15 <br />" <br />S <br />D <br />18"SD18"SD18"SD <br />EX HEADWALL <br />EX HEADWALL <br />EX HEADWALL <br />EX JT POLE <br />(TYP) <br />EX JT POLE <br />(TYP) <br />EX 24"SD <br />EX <br /> <br />2 <br />4 <br />" <br />S <br />D <br />EX 30"SD <br />EX 24"SD <br />EX 24"SD <br />EX SSMH <br />INV 311.3%%P <br />EX 66"SD <br />24"SD <br />8"W <br />48"SD 48"SD 48"SD 48"SD <br />48 <br />" <br />S <br />D <br />INV 313.2%%P <br />24"SD <br />24"SD 8" <br />W <br />15 <br />" <br />S <br />D <br />10'SDE <br />15"SD <br />30"SD24"SD <br />10.5'SDE <br />EX 12" STEEL WATER LINE (UPPER PRESSURE ZONE) <br />90 91 92 93 <br />94 95 <br />969798 <br />99100101 <br />102 103 104 105 106 <br />107 <br />108109110111 <br />3 <br />2 <br />1 <br />4 <br />5 6 7 <br />891011 <br />12 13 14 15 16 17 18 19 20 21 24 25 26 27 <br />22 23 <br />28 <br />29 <br />30 <br />31 32 <br />3433 <br />35 <br />36 <br />37 <br />38 39 40 41 <br />42 43 44 <br />45 46 47 48 <br />49 50 <br />51 52 53 54 55 56 57 58 <br />59606162636465 <br />66 <br />67686970 <br />717273747576 <br />77 <br />7879 <br />80 <br />81 <br />82 <br />85 <br />84 <br />83 <br />86 <br />87 <br />88 <br />89 <br />15"SD <br />8"SS10"W <br />8" <br />S <br />S <br />8" <br />S <br />S <br />15"SD <br />36"SD <br />8"SS <br />8"W <br />8" <br />W <br />36 <br />" <br />S <br />D <br />18 <br />" <br />S <br />D <br />30 <br />" <br />S <br />D <br />\A1;EX 10' <br />\A1;SS ESMT <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 24"SD <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 />8 <br />" <br />S <br />S <br />EX <br /> <br />8 <br />" <br />S <br />S <br />8"SS <br />8"SS <br />8"SS <br />8"W <br />24 <br />" <br />S <br />D <br />CONNECT TOEX SD CULVERT <br />18"SD <br />8"SS <br />24 <br />" <br />S <br />D <br />36 <br />" <br />S <br />D <br />8"SS <br />EX <br /> <br />8 <br />" <br />S <br />S <br />EX <br /> <br />8 <br />" <br />W <br />8" <br />S <br />S <br />8" <br />W <br />15"SD <br />15 <br />" <br />S <br />D <br />24 <br />" <br />S <br />D <br />22'SDE <br />8" <br />W <br />8"W <br />6"SS <br />8"SS 8"W <br />DR <br />I <br />V <br />E <br />W <br />A <br />Y <br /> <br />I <br />10 <br />' <br />SD <br />E <br />12 <br />" <br />S <br />D <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 />WESCOTTKHIEM <br />MILLER/ <br />TR <br />U <br />S <br />T <br />HARTRELL <br />XIAO <br />EX PAD 420.0%%P <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 />3 <br />- <br />U <br />T <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 />3 <br />8 <br />: <br />3 <br />8 <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 7 <br />PR <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br /> <br />U <br />T <br />I <br />L <br />I <br />T <br />Y <br /> <br />P <br />L <br />A <br />N <br />3 <br />{UTILITY NOTES}:1.. MINIMUM SLOPE FOR PROPOSED SEWER IS S=0.0030, PER CITY OF PLEASANTON SPECIFICATIONS.2.OFF-SITE STORM DRAIN RUN-ON FROM PURI COURT AND FOOTHILL ROAD SHALL BE CONVEYED THROUGH THE SITE IN A SEPARATE STORM DRAIN BYPASS SYSTEM, SHOWNHEREIN ON STREETS A, B, D, AND COURT D.3.ON-SITE WATER AND SEWER SYSTEMS AND FACILITIES SHALL BE PUBLICLY OWNED AND MAINTAINED.4.ON-SITE STORM DRAIN SYSTEM AND FACILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED, WITH THE EXCEPTION OF THE BYPASS STORM DRAIN CARRYING OFFSITERUN-ON FROM FOOTHILL ROAD AND PURI COURT, AS DESCRIBED IN NOTE 2. THE AFOREMENTIONED BYPASS STORM DRAIN SHALL BE PUBLICLY MAINTAINED.5.LOTS 1, 2, 3, 11, AND 12 SHALL HAVE BOOSTER PUMPS INSTALLED IN ORDER TO ACHIEVE MINIMUM WATER PRESSURE DURING PEAK HOUR DEMANDS.6.THE PROPOSED 24-INCH STORM DRAIN ON LOT 89 SHALL BE FITTED WITH AN ENERGY DISSIPATER SUCH AS RIP-RAP APRON, OR APPROVED EQUIVALENT AT DISCHARGEPOINT.{7.THE EXISTING WATER AND SEWER SERVICES FOR THE MERRITT PROPERTY SHALL BE REMOVED AND REPLACED AS PART OF THE PROPOSED DEVELOPMENT.8.EXISTING MERRITT PROPERTY SEWER SYSTEM SHALL BE ABANDONED IN-PLACE IN ACCORDANCE WITH CITY AND ALAMEDA COUNTY HEALTH STANDARDS AND ANY EXISTINGSEPTIC TANK(S) SHALL BE REMOVED PER CITY AND ALAMEDA COUNTY HEALTH STANDARDS (ORDINANCE 15.18.07.0C). REMOVAL OF EXISTING SERVICES AND THE INSTALLATIONOF NEW SEWER SERVICE SHALL BE PERFORMED IN SUCH A MANNER AS TO NOT CAUSE INTERRUPTION OF SERVICE TO EXISTING RESIDENCES.9.ALL EXISTING ONSITE OVERHEAD JOINT TRENCH AND EXISTING JOINT TRENCH ALONG PROJECT FRONTAGE SHALL BE REMOVED AND UNDERGROUNDED PER SEPARATEJOINT TRENCH PLANS, BY OTHERS. ALL EXISTING JOINT TRENCH SERVICES TO EXISTING RESIDENCES/STRUCTURES NOTED AS TO REMAIN SHALL BE RELOCATED WITHOUTINTERRUPTION OF SERVICE PER JOINT TRENCH PLANS, BY OTHERS.10.SEE DETAIL FOR PRELIMINARY FLOW DURATION CONTROL STRUCTURE ON SHEET TM5.0.} <br />TM3.0 <br />{PRELIMINARY SDMHWITH LOW FLOW PUMP DETAIL} <br />NOT TO SCALE <br />30 <br />" <br />S <br />D <br />18 <br />" <br />S <br />D <br />30"SD 8"SD FM <br />W/CHECK VALVE <br />IN <br />V <br /> <br />3 <br />1 <br />6 <br />. <br />1 <br />IN <br />V <br /> <br />3 <br />1 <br />4 <br />. <br />1 <br />HIGH FLOW BYPASS(2' SUMP BEFORE BYPASS) <br />IN <br />V <br /> <br />3 <br />1 <br />4 <br />. <br />1 <br />{NOTE}:THIS DESIGN IS PRELIMINARY AND ISSUBJECT TO CHANGE WITH FINALDESIGN. <br />TO BIO-RETENTION <br />TO STORAGE <br />SEE GRADING DETAIL EE ON SHEET TM6.1