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THE SEPTIC DRAIN FIELD MFA FlN6H GRADE SHALL 8E A5 FOLIDWS. —
<br />APPRO%. FlYSH ELEVATION AIONC WESTERN EDGE OF DRAIN FIELD AREA = 29.8
<br />AND SLOPING IN AN EASTERLY DIRECTION AT ♦/-0.50%.
<br />MPROX. FINISH ELEVATION ALONG EASTERN EDGE OF DRAIN FIELD AREA a 29.4.
<br />SURFACE RUNOFF THAT MAY OCCUR FROM THIS AREA WILL OVERFLOW TOWARDS
<br />ON-SITE BMP'S/STORM POND,
<br />S01L COVER OVER GRAIN FIELD (ISN. 6' DEPTH) SHALL BE FINISHED LANDSCAPED
<br />W0H PERMANENT GROUNDLOVER, TYPE PER OWNER'S APPROVAL
<br />ENNRE DRAIN FIELD AREA SHALL BE ENCLGSED/PROTECTED BY A 42• MIN. HEIGHT
<br />HIGH VINYL COATED CHAIN LINK FENCE (OR APPROVEO EQUAL).
<br />STOBM DRAIN PLAN
<br />ARCO C -STORE AND FUEL CANOPY
<br />3443 CHEROKEE ROAD, SAN JOAOUIN COUNTY CA
<br />FIETENnON POND
<br />TOP EL = 27.00
<br />BOTTOM El = 20.00
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<br />FIETENnON POND
<br />TOP EL = 27.00
<br />BOTTOM El = 20.00
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<br />STORM DRAW CONSTRUCTION NOTES
<br />OIEETEN21 RETENTION INLET PIPE i6 STORM DPREEC.ASSTTND122143 72 � LR)
<br />85243512 12" RISER, ME
<br />O 20 IF 12" STORY DRAW O 030% TG = 29.14
<br />OSTORM DRAIN MANHOLE W/ SOLID LD E = 24.91, V
<br />JENSEN PRECAST 36' I.D. X 4" WALL IE = 22.61, 12"
<br />COMPONENTS, OAE 17 9 LF 6" STORM DRAIN O 1.WX
<br />ed
<br />TO 29.01
<br />E = N.JS, 6" 1B STORY DRAIN CATCH BASIN
<br />IE = 21.900 12" O JENSEN PRECAST 01242436, OAE
<br />BIO-REIENT)DN AREA OVERFLOW
<br />4O 15 LF 6" STORM DRAW O 1.00% TG = 28.00
<br />IE - 25.00, V
<br />OJENSEN PRECAST 0124STORM DRAIN CATCH 2176, 0,1E 19 88 EF 12" STORM DRAW O 0.51%
<br />811 TO _RETEN AREA OVERFLOW 20 STORM GRAIN CATCH BASIN W/ SOLID UO
<br />/ IE = 2 7.50 6' O JENSEN PRECAST D1243672 WITH
<br />85243606 6" RISER, DIE
<br />TG a 29.17
<br />O 20 IF 12• STORM DRAIN O 0.50% IE = 2725, 6"
<br />N MANHOLE E . 23.06. 12•
<br />/ O W/ SOLIDSTORM O 21 10 LF 6" STORM DRAIN O 1.00%
<br />/ TG = 28.81 STORM DRAIN GTCH BASIN
<br />IE = 22.00. 12" 22 JENSEN PRECAST 01242436, OAE
<br />O 40 IF 12• STORM GRAIN O 0.50% Bb-REIENTIDN AREA OVERFLOW
<br />TO = 27.35
<br />J O STORM DRAW CATCH BASIN E = 24.35. 6'
<br />KJ7 9 JENSEN PRECAST D1243572, OAE 23 72 LF 12' STORM IXWN O 0.50%
<br />TO - 26.70
<br />IE = 24.13, 5" 24 STORY DRAIN CATCH BASIN W/ SOLID LID
<br />IE = 23.35, 12" JENSEN PRECAST D1243672, OAE
<br />10 47 LF 6• STORM DRAW O IDDX TG = 29.17
<br />IE = 27.80, 6"
<br />STORM GRAIN CATCH BASIN IE = 23.42, 12"
<br />JFNSEN PRECAST D1242436, DIE 25 10 LF 6" STORM DRAIN O 1.009
<br />BO -RETENTION AREA OVERFLOW
<br />TG = 27.50 STORY DRAIN CATCH BASIN
<br />IE as 24.600 6' 26 JENSEN PRECAST 01242436, GAE
<br />11 35 LF 12" STORY DRAW O 0.50% BIO -RETENTION AREA OVERFLOW
<br />TG = 27.90
<br />E = 24.90, 6"
<br />12 STORY GRAIN CATCH BASIN W/SDUD UO 27 116 LF 12" STORM DRAW O 0.50%
<br />AHSEN PRECAST DR43672, OAE
<br />TO = 29.24 O STORM DRAIN CATCH BASIN W SOLID LID
<br />IE = 23,53, 12• 26 JENSEN PRECAST 01242448 WITH
<br />13 94 LF 12" STORM DRAW O 0.50% RS242412 12" RISER, OAE
<br />TO . 28.85
<br />STORM DRAIN CATCH BASIN IE = 24.50, 6"
<br />14 JENSEN PRECAST 01242436, OAE IE = 24.00, 12•
<br />BIO -RETENTION AREA OVERFLOW 29 10 LF 6" STORM DRAIN O 1.00%
<br />TO = 27.00
<br />IE = 24.00. 124 STORM GRAIN CATCH BASIN
<br />O JET=14 PRECAST D1242436, UAE
<br />I5 119 lr f2" STORM DRAW O 0.50% INU-RE7ENTbN AREA OVERFLOW
<br />TG = 27.60
<br />IE = 24.60, 6"
<br />31 12" CULVERT EXTET4110N AT 0.0% (FIELD
<br />CONFIRM AND MATCH EXISTING PIPE
<br />MATERIAL). CLEAN-CUT END OF EXISTING
<br />CULVERT PRIOR TO NEW CONNECTION
<br />STORM DRAIN Ci�AL NOTE&
<br />1. ALL STORM DRAIN IMPROVEMENTS SHALL BE CONSTRUCTED W
<br />ACC(WDANCE WITH THE PROVISIONS DF THE CURRENT SAN
<br />JOAOUW COUNtt STANOMDS.
<br />2. AIl STIXRY DRNN PIPES WITH UNDER 2 -FEET OF CLEAR COVER
<br />SHALL BE DIP, S70RM DRAIN PIPES WITH 2 -FEET OR MORE OF
<br />CLEW COVER SHALL BE ADS N-12 PIPE.
<br />3. ALL STORY DRAIN PIPES SHALL BE INSTALLED PER
<br />MANUFACTURER'S SPECIFICATIONS AND THE SAN JOAQUIN
<br />COUNTY STANDARDS.
<br />Knowwhat'sbelOW.
<br />� Call before you dig.
<br />Dial 811
<br />THE CON1RACi0R SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL
<br />E%6TINC UTILITIES WHETHER SHOWN ON THESE PIANS OR NOT BY PoTHOLWG THE UTILITIES AND
<br />SURVEYING THE MOR120NTAL AND VERTICAL LOCATION PRIOR TO CONSIRUC71pN. THIS SMALL INCLUDE
<br />CAWNG UTgJIY LOCATE O BI1 AND THEN PoTHOUNG ALL OF THE E%ISTWG UTILITIES AT LOCATIONS OF
<br />NEW UIILnY CRp5SING5 TO PHYSIGILLY VERIFY WHETHER OR NOT COFfUC75 E%IST. LOCATIONS OF SAID
<br />UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON TILE UNVERIFIED PUBLIC INFORMATION ANO ARE
<br />SUBJECT TO VMMTION. IF CONFLICTS SHOULD OCCUR, THE PRIOR
<br />T PR CEEDI NOTIFY CBAROFAUSEN
<br />ONSTRUCTION. CONSULTING ENGINEERS, INC, 70 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />GHAV�
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<br />G`r7NG ENGLN��Q
<br />18215 72ND AVENUE SOUTH
<br />HENT, WA 98032
<br />(425)251-6222
<br />(425)251-8782 FAX
<br />[Nl ENGP®eNF IANp PLANNING,
<br />SUNVEVNG. DAMpIYEHTA" SF'IMCES
<br />Nn wn: RLusaY Desc a nm
<br />I L-7yu NI1eI wrAa
<br />e i -M -le PCOM R99RIAt
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<br />ARCO NTI
<br />AM/PM
<br />FUEL CANOPY
<br />WITH 8 MPD's
<br />NWC CHEROKEE ROAD
<br />@NEWTON ROAD
<br />SM JOAOUW COUNTY, CALIFOflNM
<br />FACILITY # TEID
<br />HID Bn P6 Amt
<br />STORM DRAIN
<br />PLAN
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