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1/x <br /> THESE DESIGN PLANS ARE PART OF A 2 <br /> SITE PLAN INFORMATION : PHASE DEVELOPMENT CONSISTING OF MC � <br /> APN : 198200-20 Tp, \ \. / THE STERICYCLE BUILDING HEREIN ENGINEERING <br /> DRIVEWAY j� m AND THE SPEC BUILDING UNDER 1242 DUPONT • COURT <br /> ADJUST PARCEL AREA : 21 . 03 AC . �. \ �s v SEPARATE APPLICATION , THE <br /> CA 5336 <br /> STERICYCLE BUILDING SHALL BE SANTE 209 239 96229 <br /> PROJECT AREA : 7. 61 AC . psi so s / <br /> s � o <br /> LINSTALLED FIRST AND INCLUDES ALL FAX : ( 209 ) 239 - 8839 <br /> L 1 / - s, BACKBONE INFRASTRUCTURE FOR <br /> BUILDING : 51 , 118 S . F. <br /> SO ti \ / ,. ���ti9 •• "�. BOTH BUILDINGS . � n> Essioyq� <br /> r <br /> EXTERIOR DOCKS : 16 DOCKS <br /> n <br /> DRIVE- IN DOORS : 2DOORS No. c89IS24 <br /> / SEWER OUTFALL .. O \ / `.... �5� /* <br /> o P <br /> 56 TRAILER PARKING IE : 14. 70' <br /> LL for ca�� . <br /> APPROVED: <br /> 124 PARKING STALLS (20' X 91) STORM OUTFALL / <br /> IE : 8.85' LL <br /> , 5 <br /> ss / <br /> PLAN REVISIONS <br /> DR NO. DESCRIPTIONS DATE <br /> eOEINO WAYNORTH DMA = 23 . 06 ACRES <br /> D SWQF = 4 . 05 CFS <br /> A PORT ROA 81 CARTRIDGE FILTER @ <br /> �? 8"S 1o"SD}, 12"SD EX SD <br /> ARCH AIR DESIGN FLOW OF . 05 CFS 's <br /> SFERRY RD <br /> oG9ti� • sp <br /> A s�oc '93' �N SUNNY RD SO ,. EX W 8'W EX W - g M X3 <br /> UNDERGROUND <br /> ESTORM <br /> TREATMENT DEVICE <br /> EXISTING - z <br /> y9 0 `J�Zn oD Oa D ol�r9y P, c1PUMP- HOUSE ' O <br /> P fi Q .!4 <br /> O ooPT 3 L • : <br /> z J <br /> ^10 Q <br /> LL <br /> W <br /> C . 0 - S BAZ <br /> 6S- 14 SPM5ON P R O J E C SEE SPEC BUILDING PLAN m J 0 <br /> ` LL <br /> O <br /> SITE 2QsQ eF5 ,E \ \ Z o <br /> C - O . S B . M J <br /> 65 - 15 - s ' '` = CONNECT TO EXISTING <br /> ...._.......-. .._.._..._..... , : <br /> ._.....— 12 ' WATER <br /> VICINITY MAP <br /> NOT TO SCALE 1 <br /> .� P J <br /> i ' i ' i s B•FH — <br /> s <br /> Z <br /> 1 . T .. - 1a"S , 2 5D - a <br /> �_ . .. <br /> 11 11 <br /> if /W��[ J <br /> .. ,. FUTURE CONNECTION TO SPECl� - - V <br /> z U <br /> 3 BUILDING HYDRANT LOOP <br /> LEASE LINE ( LL) <br /> EX W 6 I <br /> tV <br /> // O I Q W <br /> FUTURE FIRE SERVICE J _ Z <br /> — — <br /> m <br /> f , <br /> ---__ , „ 55- PROPOSED STERICYCLE BUILDING w <br /> Leimo <br /> m LU <br /> � J. FUTURE SEWER SERVICE r. W FF 25 . 15 ■ = a <br /> C� _- <br /> V l o O <br /> � i ■ <br /> ls0 <br /> >jA . m <br /> _.. .. <br /> N ' <br /> O "-. ,.,. .. . . . <br /> Cr ?e J <br /> r <br /> i SEE SPEC BUILDING PLAN <br /> ..... <br /> \ ' y <br /> Oo <br /> A . .-...._....... <br /> 01 <br /> f 1. , <br /> K <br /> \ STUB FOR FUTURE REROUTE OF OFFSITE _ 3 15" 12^SD . � - <br /> Know what s below , <br /> ® f <br /> . „_. . — DRAINAGE SEE SP ..... DING_PLANS_._ . 12"SD Ore you dlg . <br /> Call bef <br /> — ..__.. . .W .. e _ m _ 811 / 800=227=2600 <br /> CONNECT TO EXISTING 6" <br /> I IF <br /> WATER ... .._ ....... 18"SD - - <br /> - . -- _ <br /> _ , —T — ... .. . . .. .._ ..... ._ izw ._` - . .... . _ - _ 12" PUBLIC WATER <br /> - --_. ..._. . ..._ ._. - . N2 <br /> 7°58'56" 966.B7 JOB NO.: 17 021 <br /> L <br /> .. <br /> — -_ DATE: SEPT, 2018 <br /> CONTINUATION SCALE: AS SHOWN <br /> R A BRIDOEFORD STREETo DR. BY: JEH <br /> ... ..... <br /> _ . .. . .. . _ <br /> REROUTE EXISTING OFFSITE DRAINAGE N CK- BY: SLS <br /> 6 " \ <br /> CONNECT TO EXISTING 12" WATER <br /> 12 W = . ._ W = 12w SHEET NO, <br /> EX W EX W EX �— EX W <br /> ,� doi C1 . 0 <br /> S" 0 40' 8 )' <br /> OF 1 SHEET <br />