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PA 1800 ? 51 <br /> SITE PLAN INFORMATION : q� / THESE DESIGN PLANS ARE PART OF A 2 <br /> O� �+ PHASE DEVELOPMENT CONSISTING OF n�cm <br /> APN: 198-200-20 s�. , \ ''� THE STERICYCLE BUILDING UNDER ENGIN <br /> ADJUSTED PARCEL AREA: 21 .03 AC. � / • SEPARATE APPLICATION AND THE <br /> ENGINEERING <br /> s `fir ���� � , <br /> SPEC BUILDING HEREIN. THE 1242 DUPONT COURT <br /> PROJECT AREA : 5.54 AC. 99 s "sa \\"Aso / STERICYCLE BUILDING SHALL BE ELNTECA , CA 95336 <br /> \ s, <br /> INSTALLED FIRST AND INCLUDES ALL FAX : ( 209 ) 239 - 8839 <br /> BUILDING: 77,976 S.F. LL BACKBONE <br /> INFRASTRUCTURE FOR <br /> SO �� �'°� <br /> EXTERIOR DOCKS: 14 DOCKS BOTH BUILDINGS.\\ \\ � � � <br /> f <br /> � � SS/py�l <br /> DRIVE-IN DOORS: 4 DOORS y" � /4� `� ``��y`= <br /> P �. 0. 082324 <br /> 111 PARKING STALLS (20' X 9') <br /> SEWER OUTFALL LL <br /> IE: 14.70' Q ��s APPROVED: OF CAU' <br /> STORM OUTFALL <br /> IE: 8.85' <br /> DR �s PLAN REVISIONS <br /> BOEING WAY <br /> NORTH DMA = 23.06 ACRES <br /> tij�o NO. DESCRIPTIONS DATE <br /> DA SWCQF = 4.05 CFS , ,So v O <br /> D <br /> N Ln <br /> AIRPO ? <br /> RT R 81 CARTRIDGE FILTER @ F °$ <br /> DESIGN FLOW OF .05 CFS �?+�.\ $'s �o"sD <br /> ARCEX SD <br /> � <br /> PERRY RD - <br /> soc� qs�2 SUNNY RD in EX W 8"W EX W M X3 8 <br /> 0001 <br /> 0 os PREVIOUSLY INSTALLED UNDERGROUND CONTECH <br /> �c° O SG °f STORM TREATMENT DEVICE 1 Q <br /> lyq� O'P a D ,9� / c - Z <br /> O <br /> ,p Z <br /> LL <br /> C.O.S B.M <br /> 6S-14 STIMSD" PROJEC c a <br /> U <br /> O Z <br /> CONNECT TO STORM DRAIN STUB C O <br /> SITE 51LL <br /> 6S-15 <br /> 8"FH O <br /> J � <br /> VICINITY MAP ,5"SD 15"SD � <br /> a <br /> NOT TO SCALE <br /> J <br /> PL P 1= <br /> 11 = <br /> 18"S 12"SD <br /> CONNECT TO EXISTING 8" WATER J <br /> uiV <br /> LEASE LINE � <br /> °° �i 1 Til '� oaC Lij <br /> EX W s"w � -- <br /> CONNECT TO EXISTING FIRE SERVICE `n—._—_ a <br /> N 1"1. <br /> F-111 <br /> CONNECT TO EXISTING SEWER <br /> PROPOSED SPEC BUILDING --- <br /> - FF 25.36 6"SS6"SS ® 8 ss w <br /> x <br /> m a <br /> 6 <br /> or <br /> II04 <br /> CID <br /> o <br /> III= <br /> ISI—III � I,�I� <br /> \ ,IIII 11 j 1 111- L_I Un <br /> 11 ■ ■ <br /> — - <br /> IIII i,-� 8'FH <br /> \ ,s 12 so — = Know what's below. <br /> - nl -ri i I-1 -1I III=1 I1 1 III-il r-1 I1-1 =1 =Iii-i 12"s�_ -1 =n -III ;I 1=1 -1 f-1 -1 =i ri f 4 V- <br /> nSD , Call before you dig. <br /> 12"SD <br /> 0 III=III III—III III=III=III III 111—IIF III=III III_—�=111 -III III-III 11 CONNECT TO EXISTING 8"WATER <br /> 111- I <br /> � 811 1800-227-2600 <br /> i I L-1 I I .III I I I-1 I I III-1 I I III J I F1 I I III-1 I I-1 I f ILI=1 I I I I I-1 I I1 I I III-1 I I III-1�-1 11-1 I Ii i I=i i I=ilii I I iiia=�—i i t—i i I III-1 I I I I� .n. <br /> N27*58'56"E 966.5 <br /> 18"SD -- -- - -- - L JOB NO.: 17-021 <br /> DATE: SEPT, 2018 <br /> R A BR16G�F01RfYSTRE o <br /> SCALE: AS SHOWN <br /> N DR. BY: JEH <br /> cl) CK. BY: SLS <br /> `\.�. REROUTE EXISTING ONSITE DRAINAGE CONNECT TO STUB <br /> ® — — — <br /> DOMESTIC WATER <br /> � \ / EX W 12"W EX W — — — IN <br /> -12"w SHEET NO. <br /> CONNECTION <br /> EX W <br /> C ■ .o <br /> 0 40' 80' <br /> i OF 1 SHEET <br />