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EX. "NO PARKING" <br /> 10' VARIES 10.0' <br /> SIGN <br /> VERTICAL CURB PROP. ELECTRICAL PROP. GAS <br /> O CONNECTION CONNECTION � <br /> SURF WATER WITH OPENINGS. <br /> SD CATCH SURFACE 2' CONCRETE • � <br /> BASIN APRON '• •• ' CONST. SDCB s \° <br /> PROP. WATER <br /> N / EX. TC J • A RIM- 21.15 CONNECTION <br /> 4 ° NEW PARKING / • INV OUT: 15.81 6"0 SD • , i ;• s <br /> 0 / / EX. EP ° ° <br /> LOT <br /> NEW N • <br /> PAVEMENT O7 EX. FH <br /> PROP. WM <br /> e 1 <br /> • Ja <br /> 2-3 INCHES STONE ° <br /> SHREDDED HARDWOOD 10 0 I DIAPHRAGM ° �? J� • - <br /> OR SOFTWOOD OR r 1 WIDE PROPOSED BIORETENTION <br /> I o m <br /> COMPOST - PROPOSED ELECTRICAL AREA I� I <br /> TRANSFORMER LOCATION 0 0 I EX. SDCI <br /> I <br /> WITH BOLLARDSo 0 o �m m • I <br /> / \ LANDSCAPE o o A D I I I \ \ <br /> •, ° • �• EX. SDMH <br /> . II <br /> 2 10GRAVELTER <br /> ° CONSTSDCB <br /> BLANKET . <br /> RIM: 2125 ° <br /> I i• I D <br /> ° INV IN: 16.51 6"0 SD I II <br /> . • s I <br /> J •J <br /> /O' O <br /> y I <br /> TYPICAL BIORETENTION SECTION `�� '• ' I\ <br /> 2' =o co ,• \ I EX. DRIVEWAY <br /> NOT TO SCALE �`' I (o II •• , <br /> INSTALL GREASE <br /> cn INTERCEPTOR <br /> I � i� :J <br /> � • CONST. SSCO1 1 <br /> SECTION A-A NOTES: / ° I° o RIM: 21.94 I <br /> 1 BIORENTION MATERIAL: 60-65% LOAMY SAND + 5 SLOTTED CURB l/ GPQ� I P.O.T. INV: 17.78 6"4 SSIll <br /> I <br /> O 35-40% COMPOST OR 30% LOAMY SAND + 30% O AS SHOWN ON THIS �O�' J ° o I I II <br /> N EX. WATER LINE III <br /> COURSE SAND + 40% COMPOST PLAN �P ° ° J ° • , y , II <br /> 4. <br /> �� \ ° o • • ° 1� •,, °-' •r •,. . � � TO BE REMOVED <br /> O 6 SLOTTED PVC PER ASTM D1785 SCH. 40 © PROPOSED PAVEMENT SECTION _ CONST. SDCB <br /> O7 STORM DRAINAGE � RIM: 21.47 \ ° • J ' � •; � I � I I <br /> O GRAVEL LAYER CATCH BASIN / INV OUT: 17.47 6"� SD TRASH ENCLOSURE cn UJI <br /> (CLASS 2 PERMEABLE _ / ° I < <br /> II, I <br /> MATERIAL PER CALTRANS / ° 0 II <br /> SPEC 66-1.025) / TRASH ENCLOSURE ° N <br /> QIRRIGATED NO MOW FESCUE II <br /> O AND OTHER PLANTINGS WITHTREES. <br /> \1ZREES. � J° ° J <br /> I <br /> w <br /> rr,,c,0 <br /> � ° \ ° J ° LANDSCAPE cln I Q <br /> V J / <br /> ° °•° ° / ° LANDSCAPE ° � '/ / ° � ° �, \ � J <br /> / O CONST. SDCB , ° ° ° J , ° ° ° ° CONST. SDCB C° I I W <br /> ° ° . �° °/°J ° RIM: 21.39 o <br /> RIM: 22.78 ° ° 0 <br /> INV IN: 15.62 6 b SD ° INV OUT: 17.39 6"G SD <br /> II <br /> J a <br /> INV IN: 15.62 12"0 SD° D o ° 2 W Q <br /> / INV OUT: 15.62 12"0 SID ° LANDSCAPE ° ° = <br /> _ PROP. SAND/OIL I � <br /> ° <br /> /I ° ° ° J° a ° °° SEPARATOR J <br /> ° a ° a _ J a <br /> CONST. SDCB / J C , ° ° ° / ° ° I I <br /> RIM: 20.97 / °0000 J I° ° ° E1219 d o o °° ° 6" SS <br /> LANDSCAPE ° J ° I CONST. SSCO <br /> INV IN: 16.22 6"0 SD ', ° / ° ° ° ° ° LANDSCAPE RIM: 22.91 <br /> / J° ° d INV IN: 16.77 6"D SS <br /> ° ° ° ° PROPOSED BUBBA'S CONST. SSCO _ INV IN: 16.77 6"0 SS <br /> ° I ,°J J ° °y CARWASH BUILDING RIM: 22.55 ° <br /> ° INV OUT: 16.47 6"4 SS I <br /> J <br /> P ° ° INV OUT: 17.09 6"b SS <br /> ° ° <br /> ° ° ° '° ° ° J <br /> ° J ° a /a <br /> / < / <br /> J ° <br /> ° ° o °° ° ° , ° J A o I I I I <br /> ° ° ° J ° INSTALL FH PER <br /> ° °° �2 ° ° ° °° ' J ° ° ° J° " ° 6 II I COS STANDARD <br /> ° / O�'GPe e° ° /_ _ I / J° s ° ° J ° ° ° ° ° ° J° ° LANDSCAPE N I I DRAWINGS W-13 <br /> Ld 8 W <br /> a-, J ° °O ° °° <br /> a <br /> 0 / I SIGNAL BOX <br /> ui / EX. TRAFFIC I I I <br /> 0 / CONRIM: 118 96 <br /> DI <br /> EX. TRANSFORMER <br /> o w INV IN: 15.61 6" 0 SS <br /> a s D I INV OUT: 6.51 60 SS i I A <br /> \ EX. SDMH � L I EX. SSMH <br /> / PROP SDCB BUILT OVER EX. PIPE RIM: 21.70 I <br /> / RIM: 24.04 INV IN: 15.87 12"0 SD I ° '' ° ° ° <br /> INV IN: 15.85 12"0 SD INV OUT: 15.77 12"SD PVC ° / ❑ ��° <br /> 1 1� / I / <br /> INV OUT: 15.85 12"SD PVC <br /> LANDSCAPE I <br /> 12 SO - OHE OHE OHE D -= 0 E 1 2„ SD <br /> SSMH <br /> SMH <br /> BRIM: 26.14 <br /> INV IN: 6.28 6"0 SS <br /> / - - - - - - . - - • - - - - - - . - - �'I INV IN: 2.29 36"4 SS <br /> EX. "SPEED EX. LANE EX. TC EX. BOW EX. TREE WELL (TYP.) I INV O T: 2. 36 SS <br /> 800-227-2600 EX. DRIVEWAY LIMIT" SIGN MERGING SIGN EX. GFL EX. STREET LIGHT EX. SDCI INV OUT: 2.65 36"4 SS <br /> ORE YOB - EX. EP - - - - - - A ^� <br /> EX. TRAFFIC <br /> Q22 0 - LIGHT (TYP.) I I <br /> 6_1lWEST LANE I SCAL : 1"=20' <br /> UND SER\,�o <br /> 48 HOURS PR/OR TO WORK OPERA TIONS � � � � <br /> I I <br /> 0 3:20 40 <br /> QRp:ESS/pN �0 LAND S� <br /> PRY C.p,0��l<,e\ 11 <br /> \ C��PG,rpRY C. 0 <br /> v UNAUTHORIZED CHANGES AND USES: REVISIONS Joe No.: 3984 <br /> � m N0. DESCRIPTION DATE BY WON G ENGINEERS, INC. DATE: SEPT. 201$ 1505 EAST HAMMER LANE CALIFORNIA <br /> STOCKTON SHEET <br /> NO. 48717 * * THE ENGINEER PREPARING THIS SITE PLAN WILL NOT BE PLANNING ENGINEERING SURVEYING C 3 <br /> EXPIRES: 9-30-2020 NO. 7600 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN <br /> 9 EX. 12-31-2018 TO OR USES OF THIS PLAN. ALL CHANGES TO THIS PLAN I STOCKTON CALIFORNIA (209) 476-0011 L S 7600 U T T Y PLAN <br /> ��qTF CIVIC ��\P ��� ��Q MUST BE IN WRITING AND MUST BE APPROVED BY THE DRAWN: ZK <br /> ,, / OF SIX <br /> AFD F �F� PREPARER OF THIS SITE PLAN. C• w DATE�� 48717 DESIGN: WEI FILE 3984 <br /> F C A� OF C A� <br /> 9 10 18 R.C.E. <br /> CHECKED: ZCW <br />