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THE SEPTIC GRAIN FIELD MEA FlNISH CRADE SHALL BE AS FOLLOWS. � � � —
<br />MPRO%. FINISH ELEVA1lON ALONG WESTERN EDGE OF DRAIN FlELD AREA = 29.8
<br />MD SLOPING IN M EASTERLY gRECnON AT +/-0.50X.
<br />MPRO%. FlN15H ElEVA1KW ALONG EASTERN EDGE OF DRAIN FlELD MEA = 29.1.
<br />SURFACE RUNOFF TROT WY OCCUR FROM TMS MEA WILL OVERFLOW 70WM05
<br />ON -SDE BMP'S/STORM POND.
<br />501E COVER OVER ORNN FIELD (YIN. 6' DEPTH) $HALL BE FlNISHED tANOSCMED
<br />WRH PERWNEM GROUNOCOVER TYPE PER ONNER'S MPROVAL
<br />EMIRE GRAIN FlELD MFA SHALL 0E ENCLOSED/PROTECTED BY A 42' MW. HEIGHT
<br />MGH VINYL COATED CHNN LWK FENCE (OR APPROVED EOWLL).
<br />1
<br />" •"' �'^ RETENTION
<br />v • UNDERDRIJN
<br />GRADING PLAN `�"`�
<br />ARCO C -STORE AND FUEL CANOPY by
<br />3443 CHEROKEE ROA®, SAN JOAQUIN COUNTY CA
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<br />NOTE: ALL SUBSURFACE ORNNS SHNl CONFORM TO SECTION T O I
<br />68 OF INE 2006 CALTRANS STMDMD SPECIFMg7NWS. \ � '�\
<br />TYPICAL BIORET7=NT10N AREA SECTION ��
<br />NOT TO SCALE \ 2
<br />CONCRETE CUCRB Q 24- MIN. BIO-RETENTKW \ 1 l
<br />SOIL MI%.
<br />ASPIMLT OR WIODi PIAN ASPHALT OR \ ';
<br />CONCRETE PAVEMEM FLOW, FLOW CONCRETE PAVEMENT ``
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<br />UNDERDRNN
<br />NOTE: ALL SUBSURFACE DRAINS SHALL CONFORM TO SECTION
<br />6B OF THE 2006 CALTRANS STMDMO SPEdFICAT10N5.
<br />TYPICAL CURB WALL BIORETENTION AREA SECTION \
<br />NDT f0 SCALE
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<br />Ot CIXICRETE WRB INLET. SEE DETNL TNI$ SHEET.
<br />O1' CONCRETE SWALE. SEE DETAIL ON SHEET C6.1.
<br />OTYPICAL BIORETENnON AREA SEE DETNL THIS SHEET.
<br />OCURB WALL BKIRETEN7ION MFA SEE DE7NL TNI$ SHEET.
<br />OCANOPY GRAIN BUBBLE UP SRLUCNRE. SEE DETNL THIS SHEET.
<br />OBUIDING ROOF URHN LWE TNRU FACE OF CURB.
<br />',3F:Tl
<br />6� GRATE INVERT ..
<br />FLow
<br />6' CAP
<br />DRNl I/1' WEFPHOLE 6' WYE INVERT 6� SOR-35 PVC PIPE
<br />IN BOLTON Oi CAP
<br />CANOPY DRAIN BUBBLE UP STRUCTURE
<br />NOT TO SCALE
<br />SPI/SFiPAO
<br />� � PAVEMENT FlNSM CAST -W -PUCE
<br />� � GRADE 1.0' CONCRETE CURB
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<br />HIGH POINT
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<br />TOP OF CURB/CONCRETE
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<br />Ot CIXICRETE WRB INLET. SEE DETNL TNI$ SHEET.
<br />O1' CONCRETE SWALE. SEE DETAIL ON SHEET C6.1.
<br />OTYPICAL BIORETENnON AREA SEE DETNL THIS SHEET.
<br />OCURB WALL BKIRETEN7ION MFA SEE DE7NL TNI$ SHEET.
<br />OCANOPY GRAIN BUBBLE UP SRLUCNRE. SEE DETNL THIS SHEET.
<br />OBUIDING ROOF URHN LWE TNRU FACE OF CURB.
<br />',3F:Tl
<br />6� GRATE INVERT ..
<br />FLow
<br />6' CAP
<br />DRNl I/1' WEFPHOLE 6' WYE INVERT 6� SOR-35 PVC PIPE
<br />IN BOLTON Oi CAP
<br />CANOPY DRAIN BUBBLE UP STRUCTURE
<br />NOT TO SCALE
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<br />� � PAVEMENT FlNSM CAST -W -PUCE
<br />� � GRADE 1.0' CONCRETE CURB
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<br />FlNISH FLOOR ELEVATION
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<br />CONCRETE CURB �� PJ.AtL1�1'
<br />CONCRETE CURB INLET
<br />NOT r: saLE
<br />0' CURB INLET
<br />ASPHALT PAVEMENT
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<br />CASE -W -PUCE
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<br />C�iADINC3 CS1E3iAL NOTI�
<br />I, ALL GRIl%NG MD PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED W ACCORWNCE
<br />PATH iH[ PROWSIONS OF THE SAN JMOUW CWNtt STMOMD PlMS.
<br />2. ALL SP01 ELEVATION$ SHOWN ARE TO FIMSN SURFACE (TOP OF ASPHALT OR TOP
<br />OF CONCRETE PAD) UNLESS OTHERVASE NOTED.
<br />3. THE BU0.DNG OOWNSPOUIS SHN.L DISCHARGE ONiO THE ADIACENT PAVEMENT
<br />MEA NEkT TO THE BUILINNC MD SURFACE FLOW IMO THE BW -RETENTION MEAS.
<br />SI�JIY COIFiICT NOIEI
<br />THE CONTRACTOR SIW1L BE RESPONSIBLE FOR VERIFI'INC THE IOtATgN, DIMENSgN, MD DEPM OF ALL
<br />E%EiTING UDLRIES WHETHER SHOWN ON 1HESE PUNS OR NOT BY POTHOLING THE UOUTIES MD
<br />SURVEYING THE HORIZONTAL MD VERTICAL LOCAl10N PRIOR TO CONSTILLKTION. THIS SHAH INCLUDE
<br />CAWNG UT0.nY IOGTE O BII MD THEN POTHOLING ALL OF THE EXISTWG UTIlR1ES AT LOCATIONS OF
<br />NEW URIRr CR059NG5 TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS Oi STUD
<br />UTWTIES AS $ROHM ON THESE PUNS ME BASED UPON THE UNVEARIEp PUBLIC INfORWRON MD ME
<br />SUBJECT TO VMNTgN. ff CONFLICT$ SHWLD OCCUR. THE CONTRACTOR $HALL NOTIFY BARGHAIISEN
<br />CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEAlS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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<br />16215 72ND AVENUE SOUM
<br />KENT, WA 90032
<br />(425)251-6222
<br />(42551-8782 FAX
<br />OYA LNcn.Txa+c. wo PLAINC,
<br />SIMYLYINO. DIYWOIAIENIAL SERHCFS
<br />a wYL RAwwN ocsvllPnal
<br />I x-xx-lA rorrITMAY
<br />x A-x}IF Pwr IuslrNa
<br />J Fr}N AEWIIp RII OrY Off¢"1�
<br />ARCO NTI
<br />AM/PM
<br />FUEL CANOPY
<br />WRH 8 MPD's
<br />NWC CHEpCKEE pOAD
<br />B NEWTON IIOAD
<br />SM JOAOVIN COUNTY, CAUf01Wp
<br />FACILITY � TBD
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<br />041W M P9 ALLIVKT RF
<br />WA9UM crNa
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<br />GRADING
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