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DF 71'D SITE PAVING & DRAINAGE PLAN V, = 30'-0': REmsIaN F=:T� tlGt EE )PIVAING OC91-2of T T E R€ IN EJ WEER, EC h r T F.. S566F D E ,AVAT, , v,.0 5 .I T R? Li .EDPPEv1EN!TS. LEGEND SIt E -D21 WATER PIFIH•3 - )C-1,11 - - 111 S DEM YOFTjEP CITING - P OL : ACES —�[ N ' SIC'O Y CF=FIG L P .,,S �n v} E .T➢FI Y LF P N la'ER;I_ITT - N E IRE CDCTL TO, ,, IN ;.v P >E RE R [ PEN, S.. E _ Y E hfPHG I - _ER -il F 7R_B JCRY(PlEL�D) o _EAR - TI OF P !_i BCL RY (WE-LHEA-1 ISSUED FOR PERMIT ISSUED FOR BID NOT FOR CONSTRUCTION Esc x°�9 Digitally signed / B4323PE - by Zeus Brunner �, oreecoN r7 Date: BRU 2017.10,11 IESPIRES: 15:31:38 -07 00 t9311301i I NERGREENENSINEERING oC4f4?36r[-uc Evglneenng ontl Cc�simclicn Sercices 52 o T -Kingsford Manufacturing Com EAST TRUCK DOCK EXPANSION SITE PAVING & UG PIPING AS NOTED 1 0091 —2865—D-00 IRIJCVIIS HFA _;A111�E WAR —OUS" - e: HG Till, `OC ;E; 3E`Aca ,,4E .... X27 =,E21 7 2 v, in, F•,_ il�_ 3S C — P LSE : , D AI F, J's . i UG FRA GS WAF-17OCS L- s ➢E II TO E _V.,S 'U IE DrcANT ,O EE 0 FN FW FA. C N -W DOXNSPD T WITH 25'_ OF Digitally signed °Jf,y[N}— -- 4'0 PDC U.G. PIPING (— oREeoN n L °ors Date: DEMO 16 OF 4' STOFNW'TE: 2017.10,11 .IND CAP AT TEE aPlRes: ,z"l11miT WAREHOUSE #1 o IW31-2ers-rrs21 G 27 _. FEW DOWNSPOUT PATH 3E ZC= 1,10 TIC L_ 1°INS _. G .- -` (E) HYDRANT WAREHOUSE #4 � v ;) FIRE WATER LOOP TO IF SOUTHEAST FONT MATCH E1 ROADWAY AIEMAT;ON / APFRO+. 411 CI -PENCH D-111 :CORO ?PRO. ',i MH7^ Aa ONSON JEW MANHOLE AS S TP TOP FLUSH wi lEN CONCRETE =PR I T P U C Kif!v =X1 T ri B B T 3PAI: Iv' G 473.90' 'rL +AVlivl= _ _RAV, _ EL 4-23' // - - jR�FLO WPHI BORDER F URED. OIMP TE EDGE TO !,E J SL'JC / _LLti4T'Gr.. iC m '-1 Cd,2 NEW CB 'IFISN 5 EEL \ 6"0 SOH AT CPYC i / 4C42 SAND LL CTOR GRAIN I NE (160`Tj / TO MATCH E TM ) �� .0. CR.ING'L r7_0' EL 4Ii11 - _L.• 1 Ti a'i 60 "GATE VALVE,ji * - SEE OWN, ADGEI 'L C IFCk DEGIL INTO- L —�YEV -' OPOA C LOCATION N7— -w:[N] (EI HYDRANT 1MR �V[n_ _ _ l Or 6 _F FIPIFIG STORAGE BUILDING {. EL: 474.1' - h- - — - — -— - - - - - — -— \ EAH PAIN FOR ARE III FONT OF STORAGE LEW FROCK DOCK UL.,D!IJG IS A. MIS OF $LABS '. \ Ai-4 (CAN BE AND A PY_AL%. UTIM1 REDUP.=L \ FL0 , 95 eSIST) MATCH FISDN, ELEVATION `-HEW 160 P4_ JG PIPING (TBC ±) - - -� WITH (4H NEW 40 DOWNSPOUT TIE-INS � 1 � GRADE BREAK �,HLINE WNH EkISTING CPAD- BREAK) R F 41] E MI T.O. MH EL 474.14' TIE -A, NEW I0'0 & 4'0 UG PIPING EL. 4-411 } ET_: 4713=. 77 \\\� --:: -. - IE&,1NCP T TRUCI(IN' SLAB SE- TYPICAL 7 5L B 5 =TION 0[b DWC 0T' 1-1256-D FOR (E) PCWP POLE DESIGN IN OPlaAT IOFI MATCH LIGHT I WARIEHOUSE — - ,_D _ SITE PAVING & DRAINAGE PLAN i.. = 30,-D' F_ETS L_ - 11C. Es: E DRlG ''Cy91-2858 F'P -F T r T 5. 5. SEE k E G,NEEFI EL. C4 T Vi c: ; TUE ,F E E -AVAT IC nIRUCT LL 4E L �EpENTS. EGFP!D 7117 E] S'3AK O;TEP. 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