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<br /> - - - - - - - PROPOSED RIDGEIINE I
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<br /> W PROPOSED WATER UNE I I I tis r — — -._ tvrff` , _ _ — uY• ___ - _ jjj{{{ 1 _ - — .- C THIS SITE PLAN IS BASED ON A BOUNDARY AND TOPOGRAPHIC
<br /> \' SURVEY PERFORMED BY AMS ASSOCIATES INC. DATED SEPTEMBER
<br /> PROPOSED SANITARY I I i 25, 2009.
<br /> SEWER UNE r zZ'
<br /> ! ' . I z THE ZONING STANDARDS AND SITE DEVELOPMENT STANDARDS ��
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<br /> • PROPOSE[) SANITARY { I I I 191
<br /> 8 MPD CANOPY + + + I SHOWN ON THE PLAN ARE BASED ON PRELIMINARY RESEARCH, AND W
<br /> SEWER CLEANOUT I I �! I 118x391 ' I WILL NEED TO BE VERIFIED WITH THE MUNICIPALITY, AND THUS THE e I�
<br /> PROPOSED BARRIER CURB ..a. , .+ -► ! SITE DEVELOPMENT M451SUN IS NOT IMPLIED OR GUARANTEED. act
<br /> i I `
<br /> o•a PROPOSED LOT LIGHT I I. I ( I - a-� �:{•1 ' ry I . SITE DATA °12Kt �W
<br /> > R L ..T:.' at< :o. CO �' _ �: ENG
<br /> PROPOSED SIGN - s 111 4 f I I SUPER . - • ' r H `� I I a ASSESSOR'S PARCEL r/'\rG \Ntl
<br /> T I 5 ai OF APNP
<br /> I i 7 , ro 1 ` b' ' $ his \� I I r ADDRESS/LOCATION:ON 248-020-16 MUNICIPALITY:
<br /> ------ PROPOSED EASEMENT I I I I < Lw> . 6 - - / 18215 72ND AVENUE SOUTH
<br /> I d 'f• n• E — EAST OF PARCEL 1 LOCATED ® SEC S CITY OF TRACY & SAN JOAQUIN COUNTY
<br /> MONUMENT I i _ ^i * p C I I KENT. WA 98032
<br /> t �, _ �Kj_ m 3 TRACY BLVD. & W, VALPICO RD,
<br /> it m p I I it 1, _ (425)251 -6222
<br /> �•• 20K ' 3 =_ <- • -;4: Oo F II `oa EXISTING ZONING: ITS / ISP OVERLAY PROPOSED ZONING: NS (NEIGHBORHOOD (425)251 -8782 FAX
<br /> ' • I I BIT 20DEUI �� `� � o I (NEIGHBORHOOD SHOPPING w/ INDUSTRIAL SPECIFIC PWT) SHOPPING)
<br /> aaaaaaa ' 1 i ( " I 3 r Y R `- '- y f l t ; army i t SITE DIMENSIONS: CIYA ENMEFRNG, IM PLMMN%
<br /> EX. ABBREVIAl10NS ? I,• I { I I $ L ( . Xlki . r .: + I AI I MCO SITE LENGTH: 3210 FEET WIDTH: ±225 FEET SURVEYING, E A RO 1E1 T 1 sEN1C6
<br /> ftasaa, In GROSS TOTAL MFA 147,250 SF M DATE RExspv arawmN
<br /> AC ASPHALT CONCRETE DHE OVERHEAD ELECTRIC I I , T 1 _ - - I • • PARKING REQUIREMENTS:
<br /> ATCV AUTOMATIC TRAFFIC OHE&T OVERHEAD ELECTRIC & TELEPHONE 1 V j'-I j I i _ !I - _ 14 I j I PARKING REQUIREMENTS: 1 STALL PER 250GSF R /14/11 POW SUBMITTAL
<br /> CONTROL VAULT OHT OVERHEAD TELEPHONE I I N0. OF SPACES REQUIRED: 12 z
<br /> BFP BATXFLOW PREVEHIER PL PLANTER ) I '` I I NO, OF SPACES PROVIDED: 12; PLUS 4 VACUUM STALLS
<br /> CO CATCH BASIN SCO SANITARY CLEM OUT I - I
<br /> DWY DRIVEWAY SD STORM DRAIN PIPE E I 1 � DI 'aI ' _ �` *«:L M I I DYNE THRu STACKING REWIRED: NO SPECIAL REQUIREMENT,, PROPOSAL ALLOWS UP TO 9 '
<br /> E ELECTRICAL x I SANITARY IN M PONE I 1 I ' ', I F —J ® •�• F<� Ir I I I PROPOSED BUILDING FLOOR AREA:
<br /> EB ELECTRIC BO% SOMH STORM DRAIN MANHOLE
<br /> EM ELECTRIC METER SSMH SANITARY SEWER MANHOLE CONVENIENCE STORE: 2,900 SF Q
<br /> EDP EDGE OF PAVEMENT 1H TELEPHONE BOX I (' _' I
<br /> R ROYANE To TRAFFIC SIGNAL BOX T I HECTIC CANOPY: 3,360 SF
<br /> G CAS PIPE LIGE UNDERGROUND ELECTRIC f I I I I Alt_ s ,` MTn—: • --- I CAFE WASH: 847 SF
<br /> GM GAS METER LOT UNDERGROUND TELEPHONE I I I „ oaf' MECH. ROOM I
<br /> s,m _=�r:m_ _ i Q
<br /> Herrn Her
<br /> ANDICAP RAMP I w WATER WE
<br /> 1 I I G • " - S 89.36'57' E 283.0, • - - - ' I CONTACTS
<br /> wv GRATEINVERT I T - ! �� -�� �I'b 24'x48' 0
<br /> MC METAL OVER 12'
<br /> TREE W/ SIZE E I , +TS'� /1 CAR WASH
<br /> BUILDING I, I OWNER SURVEYOR D
<br /> I
<br /> I I I t �T•fl� N 78.03.49 E ' I EDGAR RIZKAW MLS ASSOCIATES INC. D
<br /> T 21.70' VAUPICO INVESTMENTS, LLC 85 MORINDA WAY, SUITE 200 z
<br /> EX. `SYMBOLS I 1 I I 3400 WILLOW PASS ROAD ORINDA, CA. 94563
<br /> 4b BENCH MARK ' c CONCORD, CA 94519 PHONE: (925) 253-2777
<br /> RiI IIi I II!'Ii'
<br /> t II II 1I74Ii "3y a,AOo'Q�pOF,TNET8SNSOIAOFIRE HYDRANT
<br /> FOUND MONUMENT
<br /> SANITARY SEWER MANHOLE ENGINEER/APPLICANT
<br /> STORM DRAIN MANHOLE BARGHAUSEN CONSULTING ENGINEERS, INC.
<br /> STREET SIGN i! 18215 72ND AVENUE SOUTH
<br /> TRAFFIC SIGNAL IKENT, VIA 98037yN%qTIOt
<br /> 4^4nz
<br /> PHONE: (425) 251 -6222
<br /> WATER VALVE t ( I - I I CONTACT: DAVID SECAL OR PETE TOBIN 251 ,PT 6/30/2011 `P
<br /> ® ELECTRIC TRANSFORMER I I I ( - I T, O / V v6
<br /> - - - - - - - SURVEYED PROPERTY I/NE CIVIL SHEET INDEX OP CAL."
<br /> PARCEL UNE I I ( S II J� 10//0//N
<br /> — — — EASEMENT LATE
<br /> I I I I /I i! I I i I I CT,O COVER SHEET mxmnrnu �,. STA
<br /> - - - - - - - ADJACE14T PROPERTY LINEI I 1 h
<br /> ( ) DATA PER DOC. (N2007—o39EO m © I C2,0 PIAN
<br /> HORIZONTAL
<br /> C2,1 HORIZONTAL CONTROL PWI
<br /> • I i i - - C3.0 TEMPORARY EROSION AND SEDIMENT CONTROL PIAN
<br /> C3,1 TEMPORARY EROSION AND SEDIMENT CONTROL NOTES MD DETAILS _
<br /> 1 ! + m At C4,0 GRADING AND STORM DRAINAGE PUN
<br /> uly PLAN
<br /> LEGAL DESCRIPTION: I III I +� GENERAL SiTE DEVELOPMENT NOTES: / I C5A NOTEES AND DETAILS
<br /> t. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAKMUE COPIES OF THE APPLICABLE CAVERNING AGENCY STANDARDS AT THE JOB SHE DURING THE RELATED CONSTRUCTION C611 NOTES AND DETAILS
<br /> DESCRIBED AS FOLLOW4
<br /> ALL IBE CERTAIN REAL PROPERTY 5/lW1E R THE Cm OF TRACK COUNTY OF SW JaadlA STATE OF CALIEORfRt, BASIS OF BEARINGS OPERATIONS. C6.2 NOTES AND DETAILS
<br /> B
<br /> WE fpRTHERCY LANE` OF PARCELS 1 AND 2, AS SHOWN ON PARCEL C613 OVERHEIGHT WARNING BAR DETAILEL AUP RECORDED C6,4 RECLAIM SYSTEM DETAILS DLYEIQ Exi WFIXRYAIIMR:
<br /> PARCELS 1, 20 J AND 4 TONE. TI% THREE AND FOUR],, AS SHOWN ON PARCEL MAP RECORDED APRIL 214 2009 APRA, 21, 2009 III BOOR 25 OF PARCEL MAPS, PAGE 39, SN JD40UH COUW 2, CONTRACTOR SWd1 ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. C6.5 STORM FILTER AND BYPASS STRUCTURE DETAIL SHEET
<br /> AN BOOK 25 OF PARCEL Z PAGE J9, SAN JOAQUIN COUNTY RECORDS RECORDS, WEN AS SOUTH 69•J651• EASF, WAS USED AS BASIS OF BEARING£ 2900 ampm
<br /> C7,0 ARCO SITE SPECIFICATIONS P
<br /> 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION MO DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON CM MCO SITE SPECIFICATIONS ARCO am
<br /> EXCEPTING THEREFROM ALL OIL GAS. NRIDWS AND OTHER HYDROCARBON SUBSTANCES BELOW A DEPTH OF 500 BENCHMARK• THESE PLANS OR NOT, UTILITIES OTHER THAN TFOSE SHOWN MAY EXIST ON THIS SRE, ONLY THOSE UBLTRES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT CROON C7.2 MCO SITE SPECIFICATIONS pm 2900
<br /> FEET OF SIN REAL HIDa A IY, HRM4 THE RADE OF SURFACE CORY AS LURCH la 19 1t AS INS REALTY NO SURFACE OR SHOWN ON RECORD DRAWING PRONGED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHORN ARE APPROXIMATE ONLY AND ARE 8 MPD CANOPY
<br /> DEVELOPMENT CO 14OUI a LINTY REC CORPORATION BY DEED RE7XNt0E0 ARRC// f0, /9B I, AS INSTRUMENT //O. GPS-ID, LOCATED ON THE TOP OF CURB, AT SOUTHERLY S/OE OF VATPICO RO40. SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS, BARGHAUSEN CONSULTING LIJ LANDSCAPE PLANTING PUN
<br /> e1O144J0, SN ✓DIWR COUNTY RECORDS. APPROXMIA]ELY 726 FET EASTERLY FROM WE f ftERSECRON WTTH TRACY BODEYARD. ENGINEERS, INC, ASSUMES NO LINSI ITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONVICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT L1.2 LANDSCAPE PUNTING PLAN NOTES AND DETAILS W/ DIESEL FUEL
<br /> ALSOREAL IX AND
<br /> DE THEREFROM ALL MRFRAL RIGHTS OF EVERY KIND AND RECORDED
<br /> AS RESERVED BY STANMRD
<br /> RARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. L2,1 LANDSCAPE RRIGATM PLM 24x48 CAR WASH
<br /> REALTY AND DE1220PMENT LT7MPAHY, A GUfORHRI CORPORATXl1l, BT DEN RECORDED /IOYEfBFR 30, 1969, AS EETBTKRI = 107.78 FEET, MEAN SEA DUfM1. 12.2 LANDSCAPE IRRIGATION NOTES AND DETAILS
<br /> INSTRUMENT NO. 8911IM7, SAN "00041 COUNTY RECORDS 4. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATE[) WITH THE PROJECT WORK SCOPE PRIOR TO THE NITIATION SITE ADfi s -
<br /> [ ) DATA PER DRE REPORT OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONVICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S n
<br /> NOTES: - RESPONSIBIUTY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONDUCTOR TO NOTIFY THE PROJECT _ CALL USA VALPICO ROAD
<br /> EFINED BY THE DRAWINGS AND I
<br /> ENGINEER SHALL CONSTITUTE ACCEPTANCE OF TELL RESPONSIBILITY B/ THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DN FULL
<br /> EASEMENTS PER FIDELITY NATIONAL TITLE COMPANY PRELIMINARY REPORT COMPLIANCE WITH LOCAL REGULATIONS AND CODES, _ I� DIT1AcySed
<br /> FLOOD ZONE: ^X" UNDERGROUND SERVICE ALERT 7RACfj, CA
<br /> DD
<br /> ORDER NO. 09-725123341-SB. DATED SEPTEMBER 3. 2009, PER COMMUNITY PANEL NO, 060703 OOsa OAN-D JUNE 16, 1967 5. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION, 48 HOURS PRIOR TO CONSTRUCTION
<br /> EXCEPTION 15, PUBLIC MUM £AS£NEA$ WN AS SHOOR DEWARD ON THE PARCEL LEA' REFERRED TO HERE711, zoulNc: ,N5" CALL TOLL FREE: 1 -800-227-2600 NTl m
<br /> 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESEMATM OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A _ _
<br /> REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 9E9'HD EY. AUJAW TNM
<br /> £XCEPIIDY f 6. EASEMENT FOR !RECORD TRACKAGE R FAVOR98 OF WESTERN PNO, 8 0696180 COMPANY, E
<br /> A cnRPawTwN, RECORDED OCTOBER 15 r965 RsmvMENT NO, es66961B. LANDSCAPE AND IRRIGATION NOTE EX, TOPOGRAPHY/SURVEY INFORMATION NOTE: EILOID n w eED: >\
<br /> 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTNIIY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY
<br /> EXCEPWN f 7.• CORWANTS, CONDIKRS AND RESIMCRNS RECORDED NOVEMBER Me 1989, INSTRUMENT NO. CONTRACTOR SHAT COMPLY WITH THE LANDSCAPE AND IRRIGATION PLAN NOTES, REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN, ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF NOTE: MUM Br. NMw¢ HE
<br /> 89111337 OF OFRCAL RECORDS AND RE-RECORDED DECEVBW 18, 19890 RSIRUMEM no. REQUIRED SUBMITTALS AND CODE REQUIREMENTS SHOWN -ON SHEET L2,1 PPE-CONSTRUCTION MEETINGS. BARGRAUSE14 CONSULTING ENGINEERS, INC. DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN WRsae
<br /> 69116987 OF OFNCAL RECORD£ ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED, IT IS THE CONTRACTOR'S MDCEaoEer.
<br /> NOT PLOHABUF 8, THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAM AND SHAT COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING RESPONSIBILITY TO COORDINATE WITH THE OVINER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED 2010 14624
<br /> PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT To THE ATTENTION OF
<br /> JURISDICTION FOR EXCAVATION AND TRENCHING S WELL RES. THE CONTRACTORENTITY IST HASJ RIS FOR DETERMINING EXCA THE 'MEWS TR METHODS• REQUIRED TO MELT THE ORAWRO nlTc
<br /> EXCEPTION J 71: LCUIERS LOMAWED M THAT CERTAIN
<br /> CIDE BY AND
<br /> R ENTICED T ENTERPRISES,N OF FASLF, AGAIJFOR I; RITEM AND PERFORMANCE CRITERIA OF OSHA, AS 4YELL AS ANY OTHER ENTITY THAT NAS JURISOICTIIXI FOR fXCAVATIOfN AND/OR TRENCHING PROCEDURES. FOR THI SSII CONSULTING ENGINEERS, INC. PRIOR TO WORK. UTILITIES AND UTILITY F7SEIAEMS
<br /> RUED FEBRUARY 12, 2007, EXECUTED BLAND RERRIEES J77T AALFORLP, A CMIFORNB FOR THIS SITE HAVE NOT BEEN RESEARCHED OR CONFIRMED,IJMWED COVER SHEET
<br /> COMPO Y RECORDED ANO SOUTH TRACY L6ro PARTNERS TLC, A G39170 4 !/ RIEDOTIC LRECO 9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO
<br /> COMPANY RECORDED FEBRUARY 3J, 2077, INSTRUMENT N0. 2007-079770 OF OFNCILL RECORDS PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY _
<br /> WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FUGGER FOR EACH LANE OF TRAFFIC AFFECTED. UTILDY CONFLICT NOTE:
<br /> EXCFPROI { M /METERS R THAT CERTAIN DOCUMENT INVITED FOECIARA77ON OF EARENENN COVENANTS
<br /> COND17IMS AND RESRICRO S. DATED MAY 1, 2009, EXECUTED BY SOUTH RACY NANO PARTNERS 10, PROTECTIVE MEASURES SHAT BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC MD PRIVATE PROPERTIES AT ALL TIMES WRING CONSTRUCTION. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH SNEER NO.
<br /> 9LC, A CAUFEARNA LIMITED LHBYRY COMPAY RECORDED JUNE I5, 2009, INSRUMEN Aa UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISDNG UTILSERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR HOT W POTHOLING THE
<br /> 089074 OF ORICI6 RECORDS SHOWN OR NOT SHOWN ON THE PLANS. UTIUDES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
<br /> THIS SHALL INCLUDE CALLING UTILITY LOCATE B 1-800-227-2600 AND THEN POTHOLING
<br /> AFFECTS ENTIRE PROPERTY ALL OF THE EXISTING 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE Oil THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS-BUILT INFORMATION VERIFY NETHER OR NOT UCONFLICTSIES AT OEXIST. OLOCATIONS
<br /> AT O 5 OFF SAID F NEW UTILITY R DIMITIES OSSINGS TAS SHOWN ON THESE i
<br /> SHALL BE SUBMITTED TO BMGMUSE14 CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. PONS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ME SUBJECT TO VARIATION. o
<br /> EXCEPTION / 1J: MUTTERS IN BUT CERTAIN DOCUMENT ENITTEO "GRAB OF EAREMENT AGREEMENT' DUED JUNE 94 IF CONVICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN o
<br /> 2009, EXECUTED BY AND BEREEN SOUTH RACY LAND PARTNERS LLC A CAUFWAM MARRED LRRUIY CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH notar
<br /> COMPANY ANO RED ABPLE VILLAGE, LP., AN ARIZONA UMIIED PARRERSIRP RECORDED JUNE 150 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS, STAKING CONTROL SHALL BE TAKEN CONSTRUCTION,
<br /> 2009, INSTRUMENT NO. 2009-089075 OF OFTA= RECORDS. FROM ELECTRONIC PLAN FILES PROVIDE]) BY BCE.
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