|
Line Toble
<br />Line j
<br />Length
<br />Direal;on
<br />Ll
<br />7.04'
<br />N5T59'00"W
<br />L2
<br />13,97'
<br />N3701'001
<br />L3
<br />131,37'
<br />S5T59'00"E
<br />L4
<br />7,33'
<br />N73'154151
<br />L5
<br />3,67'
<br />SI6044'45"E
<br />LIS
<br />1.41'
<br />S61'44'45"E
<br />L7
<br />15.33'
<br />N73'55'291
<br />LB
<br />1941'
<br />N28'4524"E
<br />L9
<br />3,86'
<br />NIF44'211V
<br />LIO
<br />41.71'
<br />N73'15015"E
<br />01
<br />16.00'
<br />N16444'51YV
<br />L12
<br />18.00'
<br />N7515'15"E
<br />L13
<br />16,00'
<br />SI6'44'51"E
<br />L14
<br />33.54'
<br />1417`37'00"W
<br />LIS
<br />16.00'
<br />S72'23'00"W
<br />LI6
<br />9,DO'
<br />N17037'OOV
<br />L17
<br />19,00'
<br />N7723'00"E
<br />LIB
<br />19.00'
<br />S77231OOIY
<br />L19
<br />16.00'
<br />1472.1
<br />L21
<br />9,07'
<br />NIT37'OOwY
<br />L22
<br />15,39'
<br />N5T59000•W
<br />L23
<br />1.00'
<br />532'OIbO1W
<br />L24
<br />16,00'
<br />S5759'000E
<br />L25
<br />8,00'
<br />S3701 500V
<br />L26
<br />62.98'
<br />S3701'001W
<br />L27
<br />15.46'
<br />N5T59'00"W
<br />L31
<br />16,15'
<br />S7723'OO1W
<br />L32
<br />52.20'
<br />NIT37'ODY4
<br />L33
<br />4.00'
<br />N1T37'G01W
<br />L34
<br />55,73'
<br />NIT37'OOwW
<br />L35
<br />16.60'
<br />N3039'141W
<br />L36
<br />83.25'
<br />N8747159"W
<br />L37
<br />58,86'
<br />S41431'27'W
<br />L38
<br />40.56'
<br />S3701'OO"W
<br />L39
<br />0.01'
<br />S31.43153"W
<br />Curve Toble
<br />Line Toble
<br />Line N
<br />Length
<br />Direation
<br />L40
<br />17.82'
<br />S73'15'151V
<br />L41
<br />3.66'
<br />N16'44'45iW
<br />L42
<br />1.41'
<br />1461044957106
<br />L43
<br />15,33'
<br />S7S17'31'W
<br />L44
<br />1,41'
<br />528'15'1519
<br />L45
<br />3.67'
<br />S16.44'450E
<br />L46
<br />12.72'
<br />S73015015"W
<br />L47
<br />35,00'
<br />S57053t21
<br />L48
<br />34,73'
<br />N3Y06'37"E
<br />L49
<br />122,00'
<br />N57m59900'W
<br />L50
<br />4.00'
<br />N32'01100'E
<br />L51
<br />122.00'
<br />S5T59100"E
<br />L52
<br />2,00'
<br />S3701'00"W
<br />L53
<br />33,99'
<br />N57*59'OOYF
<br />L54
<br />2,00'
<br />N3701'00"E
<br />L55
<br />33,99'
<br />S5T59'OD"E
<br />L56
<br />7.00'
<br />N3706137"E
<br />L57
<br />15.00'
<br />S5T53'230E
<br />L58
<br />81,00'
<br />N3706'370E
<br />L59
<br />13.50'
<br />N57*53'23'W
<br />L60
<br />13.50
<br />55153'23"E
<br />L61
<br />81,00'
<br />N3706'37"E
<br />L62
<br />15.00'
<br />N5T53423'W
<br />L63
<br />3.64'
<br />N3706'54"E
<br />L64
<br />15.00'
<br />S16'44'S1"E
<br />L65
<br />70.27'
<br />N7515'09"E
<br />L66
<br />12.90'
<br />N1T36'55'W
<br />L67
<br />16,93'
<br />N73'08156"E
<br />L68
<br />14.00'
<br />N7719'227
<br />L69
<br />95,44'
<br />N5T59'OO1V
<br />L70
<br />81,00'
<br />S32'01'OOIY
<br />L71
<br />17,00'
<br />NIT371OO1V
<br />L77
<br />5.00'
<br />N I T37'OO1W
<br />Curve Toble
<br />Curve IT
<br />Lengll,
<br />RodiYe
<br />Delta
<br />C3
<br />7,85'
<br />5.00'
<br />90.00'00"
<br />C4
<br />7.85'
<br />5.00'
<br />90600.00"
<br />C5
<br />19.02'
<br />22.75'
<br />4T53'31"
<br />CIS
<br />4.71'
<br />3,00'
<br />90000'14"
<br />C7
<br />6,29'
<br />3,00'
<br />120'12'06"
<br />co
<br />42,35'
<br />40.00'
<br />60'40'08"
<br />C9
<br />4,71'
<br />3.00'
<br />90'00'00"
<br />C12
<br />10.51
<br />15.00'
<br />40'22'00"
<br />C13
<br />4,71'
<br />3.00'
<br />90OD'DO0
<br />C14
<br />4.71'
<br />3100'
<br />90'00100"
<br />C17
<br />11.95'
<br />15.00'
<br />45037'41"
<br />C78
<br />18.61'
<br />14.29'
<br />74'37146"
<br />C19
<br />18.46'
<br />14,98'
<br />7035'36"
<br />C20
<br />15.56'
<br />10.00'
<br />89107'55"
<br />C21
<br />22,75'
<br />100.00'
<br />1502'14"
<br />C22
<br />10.92•
<br />12.00'
<br />5708'45"
<br />C23
<br />11.66'
<br />12.00'
<br />55940'34"
<br />C24
<br />16,59'
<br />IOOAO'
<br />9'30'27"
<br />C25
<br />6.81'
<br />4,50'
<br />86'39'31"
<br />C26
<br />18,46'
<br />15.00'
<br />7030'11"
<br />HORIZONTAL CONTROL PLAN
<br />ARCO C -STORE AND FUEL CANOPY
<br />3443 CHEROKEE ROAD, SAN JOAQUIN COUNTY CA
<br />Curve Table
<br />Curve /
<br />Lm9lh
<br />Rodius
<br />Dego
<br />C27
<br />12.12'
<br />5,00'
<br />138'51'25"
<br />C28
<br />6.87'
<br />3.00'
<br />131.0941"
<br />C29
<br />4.71'
<br />3,00'
<br />9700000"
<br />C30
<br />4,71'
<br />3.00'
<br />90000'06"
<br />C31
<br />4.71'
<br />3.00'
<br />9(700'05'
<br />C32
<br />431'
<br />3100'
<br />90000'00"
<br />C33
<br />4.71'
<br />3.00'
<br />90600'00"
<br />C34
<br />4.71'
<br />3,00'
<br />9000'06"
<br />C35
<br />14.14'
<br />4,50'
<br />18000'06"
<br />C36
<br />4.71'
<br />3,00'
<br />9000'33"
<br />C37
<br />13.94'
<br />19.58'
<br />4048117'
<br />C38
<br />4,74'
<br />3.00'
<br />9029'02"
<br />C39
<br />7,93'
<br />5.00'
<br />W521DOO
<br />C40
<br />18.46'
<br />15,00'
<br />7031144"
<br />C41
<br />3,69'
<br />3,00'
<br />7026958"
<br />C42
<br />4,51'
<br />5.10'
<br />5039'13"
<br />C43
<br />6.15'
<br />5.00'
<br />7026'58"
<br />C44
<br />4,71'
<br />3,00'
<br />9000'00"
<br />WW
<br />�-L61 13. CLS.
<br />Y
<br />`62
<br />\ C35 L4
<br />C27
<br />L♦t LISA L63 L�VD L42 1
<br />C37 /I 6� V�
<br />0 19
<br />CIS
<br />C7
<br />13 LIcd
<br />I
<br />r.
<br />11
<br />NEW BUILDING �1
<br />-LIS R'
<br />LI6 �'
<br />FFF
<br />,IL 70 J
<br />S'FUE
<br />9.
<br />A
<br />UNE
<br />CANIf ON
<br />CFf 9 /
<br />C2 - /
<br />o ON / /
<br />mel// p SOURCE OF SURVEY:
<br />OI WAS TAKEN FROM: ON
<br />THIS PLAN
<br />TOPOGRAPHIC AND BOUNDARY SURVEY
<br />/ (JOB NO. 16-0628)
<br />3511 CHEROKEE ROAD
<br />LEGAL DESCRIPTION;
<br />AIL IFAT CERTNN REAL PROPERTY SIT F C IN THE UNINCORPORATED AREA N
<br />THE COUNTY OF SAN JOAOIRN, STATE OF CAUFORNA, DESCRIBED AS FOLLOWS:
<br />A PORTON OF LOT 12 OF "CRAIG TRACT", AS SHOWN IN VOLUME 1 OF (AAPS
<br />AND PUiS. PACC 201 SAN JOAOUIN COUNTY RECORDS, BEING ALSO IN SECTION
<br />5J OF C.M. WEBER GRANT, SAN JOAQUIN COUNTY, MORE PARTICULARLY 41
<br />DESCRIBfO AS FOLLOWS:
<br />BEGINNING Ai THE SOUTHWEST CORNER OF SAID LOT 12; THENCE ALONG THE
<br />SOUIH6LSTERLY UNE OF SAID LOT 12, SAID UNE BEING ALSO THE NORTHERLY
<br />IJNE OF CHEROKEE UNE (80 FEET N WIDTH), NORTH 3701' EAST, 515.35 FEET;
<br />THENCE NORTH ST59' WEST, 300,71 FEET; THENCE SOUTH 73'15109" WEST,
<br />197.91 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 12, SAID POINT
<br />BENC ALSO ON THE EASTERLY UNE OF NEWTON AVENUE (80 FEET N WIDTH);
<br />THENCE ALONG SVD WESTERLY LOT UNE AND EASTERLY ROAD LINE, SOUTH
<br />IT37' EAST, 565.90 FEET TO THE PONT OF BEGINNING OF THE HEREIN
<br />DESCRIBED PARCEL
<br />EXCEPTING
<br />FROM THE FOLLOWING PARCEL OF HAND, AS DESCRIBED N
<br />DEEDS REGORGED IN VOLUME 3625 OF OFFICIAL RECORDS, AT PAGE 6001
<br />VOLUME 3700 OF OFFICIAL RECORDS, PACE 359 AND VOLUME 3700 OF OFFICIAL
<br />RECORDS, PAGE 362, SAN JOAQUIN COUNTY RECORDS, DESCRIBED AS FOLLOWS:
<br />BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 14 THENCE ALONG THE cp
<br />SOUTEASTERIY UNE OF SAID LOT 12, SAID UNE BEING ALSO THE NORTHERLY
<br />LINE OF CHEROKEE UNE (80 FEET IN WIDTH), NORTH 3701' EAST, 230,00 FEET;
<br />THENCE SO 41'31'27' WEST, 109.90 FEET; THENCE NORTH 8748' WEST,
<br />69.13 FEET; THENCE NORTH 30'39'14• WEST, 80.47 FEET TO A POINT ON THE
<br />WESTERLY UNE OF
<br />SAID LOT 12, SAID POINT BEING ALSO ON THE EASTERLY UNE
<br />OF NEWTON ROAD (80 FEET N WIDTH); THENCE ALONG SAID WESTERLY LOT LINE
<br />AND EASTERLY ROAD LINE, SOUTH IT37' FAST, 200,00 FEET TO THE POINT OF
<br />BEGINNEXISTM
<br />ING OF THE HEREIN DESCRIBED PARCEL.
<br />ABOVE DESCRIBED PROPERTY IS THE SAME AS SHOWN ON RECORD OF SURVEY,
<br />RECORDED DECEMBER 20, 1974 IN BOOK 26 OF SURVEYS AT PAGE 91, SAN
<br />JOAQUIN COUNTY RECORD,
<br />BASIS OF BEARINGS
<br />THE EASTERLY uNE OF NEWTON ROAD, TAKEN AS
<br />NORTH IT37' WEST, AS SHOWN ON RECORD OF
<br />SURVEY FRED IN BOOK 26 OF SURVEYS, AT PAGE
<br />91, SAN JOAOUM COUNTY RECORDS,
<br />FLOOD ZONE;
<br />7f", PER GDWONItt PANEL NO. 06077C -0460-F6
<br />DATED OCTOBER 16, 2009
<br />BENCHMARK:
<br />Cltt OF STOCKTON BENCHMARK / 192
<br />BRASS DISK W YONUYENT WELL, LOCATED 3'+/ -
<br />THE NORTHEASTERLY CORNER OF
<br />WATERLOO RNID BRIDGE OVER THE DIVEHTINC CANAL.
<br />ELEVATION 35.33 FEET, NAVD88 DATUM, 2008 REVISION
<br />BUADING CORNER IO POOP Rtt I INF n
<br />DSTAN..E MEASURED FROM FACE OF FOUNDATION CORNER
<br />PERPENDICULAR TO ADJACENT PROPERTY LINE:
<br />C -STORE (NW BLDG CORNER)
<br />• B - 262.79'
<br />CANOPY (EDGE OF OVERHANG. SE CORNER)
<br />• D - 1D9.sD'
<br />0 Know what'sbelOW. NO"iE;
<br />0 0811 before you dig. sEE ARCHITECTURN, PtANs FOR ALL
<br />Dial 811 ON-SITE SIGNAGE
<br />SAN JOAQUIN, rALIFORNA DATLO
<br />k� 140R¢ONTAL AND V6Ti1Cel
<br />y� DATED: FEBRUARY 8, 2017
<br />THE HORIZONTAL A110 VERTMAI.
<br />DATUMS ARE BOTH LOCALIZED DATUMS. BOTH DATUMS ARE BASED ON
<br />/ PREPARED BY; HORIZONTAL AND YERRCl4 INiORWTKIN DERIVED FROM CONSTRUCTION DRAWINGS FOR THE ARCO AM/PN
<br />/ •• ZIERATECH LAND SURVEYING PROPERTY LIINEESLOCATED. STAKED AND THE HSPATIAL CREU7gNSH� WRIITTNEXISTING ANDPROPOSEDHAVE ANY ADJACENT
<br />% 0 9925 WINDSOR WAY IMPROVEMENTS VERNED BY A PROFESSIONAL 1µD SURVEYOR, IN ADDITION THE CONTRACTOR SHALL HAVE
<br />SAN RAMON, CA 94583 THE EXISTING SPOT ELE`VATIDNS SHOWN ON THE DRAWINGS VERIFIED BY A PROFESSIONAL. LARD SURVEYOR
<br />(925) 551-0108 PRIOR TO THE START OF CONSTRUCTION. BARGHAUSEN CONSULTING ENGINEERS SHALL IMEDATELY BE
<br />NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION
<br />/ HORIZONTAL CONTROL NOTEI
<br />/ U CONTRACTOR SHALL HAVE ALL NRR. SIDEWALK, STRUCTURES, CONCRETE
<br />' �,� PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCIURE DEPK.7ED
<br />/ ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR.
<br />LICENSED SURVEYOR SHIN. STAKE ALL ITEMS USING COORDINATETHESE DRAWT
<br />GEOMETRY (RECTIFIED TO SITE CONTROL) CORTNNED IN CAD DRAWING
<br />/ FILES PROWDED BY BARGHWISEN CONSOLING ENGINEERS, INC. R S
<br />CONTRACTORS RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM
<br />p BARCHAtSEN CONSULTING ENGINEERS REFLECTING ANV ISSUED PUN
<br />/ REVISIONS.
<br />ACCESSIBLE PATH OF TRAVEL NOTE;
<br />WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1)
<br />SHALL BE CONTINUOUSLY ACCESSIBLE, (2) HAVE MAXIMUM 1/2" CHANGES
<br />N ELEVATION, (3) ARE MINIMUM 48" N WIDTH, (4) HAVE A MAXIMUM
<br />1/4" PER FOOT SIDE SLOPE, AND (5) WHERE NECESSARY TO CHANGE
<br />ELEVATION AT A SLOPE EXCEEDING 5X (Le., 1:20) SHALL HAVE RAMPS
<br />COMPLYING WITH 2010 CBC, SECTION 11338,5. WHERE A WALK CROSSES
<br />OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT
<br />SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN
<br />PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A
<br />CONTINUOUS DETECTABLE WARNING WHICH S 36" WIDE, COMPLYING WITH
<br />2010 CBC, SECTION 113311.11.5,
<br />EXIBTINC3 TT3P000.ePuvVm 1HTIGY weneN.e�vuA •..•+�-
<br />fARGHAUSEN CONSULTING ENCWEERS. WC. DOES NOT WARRANT THAT THE TOPoCRARHY SHOWN ON
<br />RESPONSBILITY TO COORDINATE AWITH THE OWNER To HAVE ALL DIMPROVEMENTS FIELDVERIFIEDPRIOR TO
<br />CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING
<br />ENGIN
<br />EERS. INC. PRIOR TO WORK, UTILITIES AND UTILITY EASEMENTS FOR THIS SITE HAVE NOT BEEN
<br />RESEARCHED OR CONFIRMED,
<br />IlILlIY COPA -ICT NOTE
<br />THE CONIRACTOP SHAD BE RESPONSIBLE FOR VERIMNC THE LOCATION, DYIENSION, AND DEPTH OF ALL
<br />EXISTING UTILITIES WHETHER SHOWN ON TfSE PUNS OR NOT BY POTHOLING THE UTILITIES AND
<br />SURVEYING TME HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE
<br />CALLING Mutt LOCATE O Bit AND THEN POTHOLNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
<br />NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST, LOCATIONS OF SAID
<br />UTILITIES AS SHOWN ON THESE PVNS ARE RASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE
<br />SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGNAUSEN
<br />CONSULTING ENGINEERS, INC, TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />ARCUi
<br />ea nm rnuT Fnooucrs, uc
<br />a
<br />� U
<br />Z
<br />�G y'
<br />4rA'VO ENGL���Q i
<br />18215 72ND AVENUE SOUTH
<br />HENT, WA 9110J2
<br />(425)251-6222
<br />(425)251-8782 FAX
<br />CML ENGNEERHf„ WD PLANNING,
<br />SURN.YYIG, ENNRgAHENIAL SEANCES
<br />W DAR AEV9aN eLSnsnGN
<br />I z -AJ -la NeH mu4
<br />A F19 -Ie iWF1 •mlFfT4
<br />HAL
<br />ARCO INTI
<br />AM/PM
<br />FUEL CANOPY
<br />WITH 8 MPD's
<br />NWC CHEROKEE flOAD
<br />®NEWTON ROAD
<br />SAN JOAQUIN COUNTY, CAl1FOp11A
<br />FACILITY #TBD
<br />HORIZONTAL
<br />CONTROL PLAN
<br />C2.1
<br />
|