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EXCESS MATERIAL PP -OM <br />ROAD WAY 'i"O SE DEPOSITED <br />ON BUlLOING PAD A2EA <br />(COMPACT TO 90% R.C. ) <br />F0.Tt)isE y <br />D .' E I.. I-j i� t'/t I rE Ili •i <br />:LLTEBTI"1 DRA1tVE <br />1P_P-1�LQ - 5 E E 0E TA I LS--,,, <br />T1415 SHEET <br />/N5j'4GG C' R[/ST�f/�E' <br />G"f•Is1 /N - L /�(/G fENC� dKDUn/o <br />A' Gd TB C 6T4l,5 577'46e7- <br />A <br />IiN STALL A.C. APRON <br />AjT EIUTR. auGE DI'fCW <br />1.TA 1. \.. STAIN DARE _ o <br />_BARR,1C.At)E -` 5E E t� s <br />DETA t L�447T ___3. I ia.Ts <br />i t ti: �t 78.4 0 /e"C,M.1� <br />'•i / ` � 30' 20' <br />i <br />I <br />r ft.. +.: T 4 <br />i» 1,1 IF ;; .F{ E% I - <br />.I + <br />1 <br />A <br />SEE DETAlL 'SW:,,-/ /,l <br />�1 <br />/N57-a1L. G' 'RuSTakE " j 6s=o <br />CAIA /A/ - L /N/C J':tNCe --_ -- - - -- <br />Acot//Vo pvND USE OXG&SS ^4T6rAU41-- <br />PC-AZ/ME7-E! I FOE aANKS <br />EXIST. GP-OUNb <br />CLEV = '77, 5 -'' ESTIMATED <br />MAX. WATER <br />LEVEL = 7 7. S <br />x 7S • S I 75.5 <br />I <br />2 EXIST. GROUND <br />- - - - -- - ----- - --- - ELEV. _ -7 5.5 .. + <br />_.. SEcTION� A SECTION_ B i�•%��. <br />s <br />SUI UA N G AND CONVEYOR -Z E I <br />REMOVED PAY OT\AERS <br />NOT A PART OF THIS i <br />Now koe-4710AI FOR S U B DIVISION I <br />VALE VLWNT "A" WELL SITE - 5EE DETAIL <br />►.t.:T A i SHEST NO. 3 I <br />F <br />`78.1 �_. . � _ 7i�. n <br />3s <br />I <br />/ O', P. U. E • Z'C.H, „G. M, ham. �. aF <br />I.. <br />r7 <br />I 7 T. <br />.I <br />EXIST. 14" IlzRIG, <br />III -PI PL L/rtE , 3'- /O" � ROAp TO WELL SITE <br />COkT ACTOE AND SEE GDETALt 5 S NT• 3 <br />NOT A PART OF THIS SUBDIVISION <br />�0,4 0.5 80.4 � I <br />PLAN <br />Scale. 1 - 50 <br />77 <br />I <br />I <br />30, <br />O <br />O 0 00 <br />00 0 O <br />O O O 0 <br />O O O O <br />O O <br />O O O <br />O <br />0 <br />I- toO <br />10 <br />0 0 to 0 <br />0 0 9) O <br />In 0 <br />Lo 0 to <br />M - <br />O <br />0 + + <br />+ y r 1- <br />OD 00 I� <br />0 O W) <br />Cf M M <br />N N <br />- - O <br />O 00 <br />O <br />80.0 - <br />79 .0 - <br />7 8.0 - <br />7 7.0 - <br />76,0 - <br />75.0 - <br />S t✓. 8 s :� <br />STA. 8+ <br />STA. 5+ 50 <br />FINISHED CENTERLINE PROFILE <br />79.83 <br />179.141 r, 2 5 <br />CENTERLINE PROFILE (EXIST.) <br />OIL SAMPLE TES <br />R" VALUE =9 ,--------------- 0 374 of <br />NEW GUTTER PROFILE 77.7 <br />EXIST. 14" IRRIGATION TYP. TWO SIDES <br />77.0 PIPELINE <br />INSTALL I5"x52'C-A,1.P% � BEGIN DITCH <br />STA. 6+45 i :18 STA. 2+00 <br />REMOVE EXIST. IRRIG. PIPE <br />AND REPLACE W/ RUBBER RING <br />JOINT CONC. PIPE CONFORMING <br />TO CLASS II CONC. PIPE PER <br />A.S.T.M. C76 (TYP. FOR 60'R.O.W.) <br />PROFILE <br />Scale: <br />Horizontal: I "= 50'-O" <br />Ve rt ica 1: 1" = 2'-0'� <br />STA. 2+00 <br />78.52 <br />0 25 <br />76.5 <br />GRADE TO INVERT <br />OF NEW GUTTER <br />PROPERTY <br />_ moo'- O" _ _ _O'-"�_ --_ '-u EVE <br />I(9-0" FOrz xi 'F,79M E (IG'-©'' FOR. 50 STzEET) SEE PROFILE 1POF2 <br />D6.S1G N 091ADES 6'-o'. 40-0" I <br />4'- a" ! '- o " _ DRAIN D 17c. N <br />0i SLOPE - 3%, _/--f-SEI� 1?RC7P�1..E <br />SLOPE- <br />VA2I6S____I�II� '�.Iilill-I 1, �` -_, <br />i=El <br />-'�- Iia '` <br />'illllll - <br />= � <br />NOTE. <br />USE SA/vIF- SECT ION <br />Foe STuS POaTION [ _�'} A.C.[�/ OF S0' S T P-EE T • L.M AP 1 Y _1 1_V V _ <br />I G" CLASS 2 AGEEASE I <br />6,,AG & SUS. LASE. (RITR U1q) <br />BENCH MARK Ek-.R: _SPIKE 1N EXiPROPOSED 60' STREET SECTION <br />S'C <br />W_w___ER PD\-S E1�1v;- ( 50 STREET SIMILAR ) <br />__LF-G_E N D <br />G EN ER./� L" N_OT E S <br />CX 1 STI NG <br />PAVSMZN7 <br />1- MEASURE-0 ''R" VA1...VE OF PaP.S�.MEr1'T St7'11.. <br />_ Vb 1 s AZT A\`1 E.X vaA-� \ UM PRE . OF300 P. r . <br />-" <br />-U'N1T 'NO. <br />1 F�OUNDARI ES <br />2,-TR,,AF'F\C. d tit "AS e'_ A► SUtYtCI� AS . <br />- PROPOSE0 <br />ROAZWAY - SEE SEC,TX ON <br />• <br />100 <br />.� <br />F_LF_VA,T k O N <br />OF Lx kST GRAIDE. <br />3, REMOVE ALL ALMOKD T2EES WITHIN THE <br />AFAMS_WED GRADE` , <br />2OAD F-IGIN'T - OD - WAY AKO I NTE Ie1M STORM <br />DZA1N poNo. A DRAWING SNOWINQ EXISTING <br />_ <br />TREES IS AVAILABLE FICoM THL OFFICE OF <br />DENLGE C• 'THOMPSoN - CIVIL, ENGINEE.IZ <br />® <br />STANDARD <br />MONUMENT BOX <br />SEE DETAIL. SHEET 4 <br />30, <br />EXIST. R.O.W. LINE <br />CORRAL HOLLOW ROAD <br />SECTION LINE AND <br />��CENTERLINE <br />30' <br />- 80.0 <br />EXIST. PAVEMENT <br />_ 79.0 <br />HOLLOW <br />:CORRAL <br />MATCH EXISTING <br />' <br />- 78.0 <br />" ELEVATION (78.99) <br />INSTALL 18" C.M. P. <br />- 77.0 <br />UNDER NEW ROAD <br />AND EXTEND 10' <br />BEYOND PAVEMENT <br />- 76.0 <br />EACH SIDE <br />- 75.0 <br />11� <br />l <br />