Laserfiche WebLink
` y5 0 <br />000. <br />x <br />iRE;FERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING <br />THE F-01-LOWING FILES RECV FROM FORESIGHT WEST SURVEYING, <br />iNC.: <br />SQUAW GULCH BASE TOPO - PHASE 1 -- REVISED -DWG <br />(RE-IV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TOPO -- PHASE 3.DWG <br />(RECV MAY 5 2010) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TORO EXPANSION 01-28-1111 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TOPO 7- 07- 11.D01G <br />(RECV JULY 11, 2011) <br />VLF2 1OP0 EXPANSION 8- 05-- 11.DWG <br />(RECV AUGUST 9, 2011) <br />09028- C'OMOSIFF.' -TOPO MLE LIMITS.DWG <br />(RECV MAY 28, 2010 FROM CC &V) <br />0 <br />z <br />w <br />X <br />X <br />w <br />J <br />U <br />N <br />H <br />J <br />a <br />w <br />w <br />z <br />O <br />TQ <br />J <br />W <br />11 <br />0 +00 <br />Miim M <br />mm ='NMI <br />willim lwlfj m Em E <br />WEST <br />9500 <br />9450 <br />a, PD] <br />9350 <br />P 11 <br />yC <br />r <br />r <br />d <br />UNDERDRAIN PIPE <br />SUMP <br />30 0 30 60 FEET <br />29 <br />EAST <br />9500 <br />0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 <br />LOW VOLUME SOLUTION COLLECTION <br />RISER PROFILE <br />30 0 30 60 FEET <br />3 +50 <br />�L V711 <br />9400 <br />9350 <br />ti 11, <br />O <br />0 <br />rl <br />M <br />M <br />O <br />4 +00 <br />R <br />w <br />w <br />z <br />O <br />TQ <br />W <br />W <br />PSSA CLOSURE <br />DRAIN <br />LEGEND: <br />PROPOSED GROUND SURFACE CONTOUR EL, FEET <br />— — DIATREME BOUNDARY <br />r►n`�lil�m�w. \� PRIMARY UNDERDRAIN PIPE <br />...... — 18" DIA. SDR 11 HOPE PIPE <br />i <br />I <br />i <br />I • <br />I <br />ELEV <br />-• ♦_ �, \.,:il <br />�' '-�', <br />�- fir{^- <br />a 4 :�. -♦..� i <br />k -. <br />j- <br />r- - < <br />- <br />POINT <br />�: � <br />�J <br />= � � <br />�- t' <br />.i <br />''• <br />•c� <br />•',�., <br />�._ f, s <br />- 1�.: -/, �F t,_ %n _i(_in_> l /7"��n_ /\ <br />' I. ;, � ,� _,_ _, <br />�. �♦ .�„ <br />r =. <br />/- <br />_it t <br />, _ _- <br />♦�� <br />i <br />/ i'` = %., n��')nt <br />� . <br />T rjr_ -/ +. n kz- <br />_. - <br />,A <br />I�IVPVI ISTA�= <br />,3 +38.59 <br />-�� <br />�,1f. ♦,• <br />J� <br />- -��- <br />♦��, <br />+. r i <br />• � \ N i? <br />�- '� -s��- <br />r <br />✓•� - ♦J w \ \':.. /� k- '/" nt \n <br />. • � I •. T } i ) /; / ll <br />`rte *r'�y_, � � _�i r��"<:•��r� <_ -i <br />�_ <br />,cam./' , 1 <br />> l( ) / <br />-=- _� <br />-q __' hln'C /\ <br />J <br />=_c, <br />�/'�11 f' n <br />N l" / l( %/� <br />i__/�" _�>� <br />�.. n} �' n� )nom )F- k_/��,� /�. ,�1, /' <br />�� /\� J( IF / _/( <br />n A. -,.,- <br />ELEV <br />3+26.09 <br />9337 � <br />- <br />';::' ♦.. ♦{ <br />�: 7 ,�r c- s.� <br />SOLUTION °.; <br />100 mil <br />IT <br />SIN <br />-t 2 <br />TEXTURED < <br />F >r <br />Yom— <br />n <br />0.62 ` k <br />OW VOLUME VOLUME ti %, >,� <br />i- <br />(TEXTURED <br />FACE <br />> =rte <br />DOWN) LL�PE f <br />L K <br />�,r�; <br />_ <br />COLLECTION RISER, ,,` • `' �= I .�. <br />%.. -, . <br />,, / <br />.., <br />r G E <br />EOM <br />NE <br />MBRAr <br />_ <br />-n <br />t °/f k <br />�2 <br />> ,; 500n <br />00 C <br />V <br />/ f ; <br />PIPE INVERT`;:..'.-�:'s �1 <br />'r,•r;.r_f.• k ..: r'��`�`' - :�`� <br />r <br />v <br />{v <br />t / ;Y <br />` 7 IF- <br />LI X , " \.' ♦` �• Y <br />\ - <br />7L_I. �;.r"�•yS't <br />. <br />�' h- <br />/( �k /( /'` <br />//'T_ __ir > <br />% )'`.__ /( )•` / 'Ik- /f1F_j! )n /� ,n )\ <br />- -f Fri./ <br />n ,� �' ifi <br />� <br />I n k- <br />) . <br />_ <br />L <br />♦ � <br />1\ <br />-wr z ♦. • ,X `f F f �� <br />, <br />�4 �" I 4?' :- ✓ , • ♦' ` r <br />.r `I• -�, <br />r'. , <br />� � V_ <br />1r,+1 fy� <br />�:,i . / <br />_ <br />'- �� <br />i%`-X - _i1' ---� �_ <br />t, <br />r M_ cV <br />7�"`itA9 O <br />�_ -/ � <br />//i• <br />� i• <br />Yati ,�i i •'V <br />\ �,� ;` ?, 7,I tr' <br />, �� <br />�j �-' ♦ <br />♦ • L� "'r' �-G) <br />/IC - AYA <br />�� = <�: _R... <br />�Y' rr <br />` -rt <br />) Jl �� /�/ /� /. ��1�) -7V <br />a �r f/' <br />n + M <br />lA RI <br />M <br />� M � <br />�\ <br />,' <br />♦* -v 7 -_ <br />�f�ti_ �..- <br />mil SIN <br />. •.: {. <br />LE —SIA �{ <br />" +`,.�"_,: <br />r� <br />,. v <br />.lam. j- I`: -,d _ r _. r�11" <br />,, / _r)� <br />kv , -w )� <br />• <br />J�. _ <br />� , <br />!/L <br />TEXTURED <br />(TEXTURED <br />F .< <br />- ' s <br />' 1'. <br />0 <br />� > > <br />DOWN) LLDPE <br />GEOMEMBR/�; <br />71, I r, <br />, _� <br />,v' <br />�''> <br />U <br />x > <br />r <br />I �r A= ~ <br />1� r`1 Z ., <br />L' �'' 1� 'I -�� <br />� � n � <br />{ <br />� ` � .♦,.. <br />�• <br />_ <br />- - -__- <br />a <br />_ � i <br />r.• ^ -' <br />, -, <br />- - _.0 •.it <br />I � . <br />`; <br />, __, -s <br />!-. l 1 <br />`: <br />y. I <br />i, _?� -_ - -•+ L�'a -•'- <br />/-�' � .♦ r � i ,- ♦'. I= - ✓ �.n1�1 <br />'- J. <br />- h��r� <br />/�y .ate � <br />-1,,r <br />=° � - <br />may, -� )'r <br />l'. <br />- . <br />r %' <br />� <br />-: � .rte <br />. r � - .� <br />> <br />��.,� s <br />t w + <br />� I� ' "I ' • ;.a�♦ -1 -... <br />. • �� _ i 1 I �� ' ` •1 <br />�'1' <br />,- <br />SF\ �: t <br />,�' /� <br />l� <br />, <br />:.L"°'Q <br />/ <br />n <br />EXISTING GROUND <br />id� <br />Ia <br />, `' <br />'I ;'. Yt'.. ~.i "' _v ?` • ,y a <br />` <br />f r i" <br />11 i <br />' �,�� <br />�a <br />I <br />— <br />I <br />28 <br />I <br />I <br />APPROXIMATE RADIUS 65 <br />A430 <br />'O <br />O <br />M N.00 <br />O <br />CA O <br />04 I� <br />O) . <br />r d- <br />OD . <br />CV In <br />00 <br />Co C0 <br />I,- <br />r O� <br />n <br />00 <br />co .co <br />N .in <br />� <br />`- <br />0) 1­0) <br />d . <br />CO <br />d• . <br />CIO <br />0 . <br />.- <br />0 <br />N <br />0� <br />O <br />00 <br />r) <br />n r^ <br />Co <br />to <br />^ d- <br />N <br />^ r) <br />00 <br />^ N^ <br />Ll7 <br />N^ <br />ro <br />N <br />N <br />10 <br />n N <br />n N^ <br />�"� <br />I� <br />N <br />N <br />m <br />N^ <br />r) <br />r0 <br />� <br />�� <br />r) <br />rn0) <br />d r� <br />�0) <br />t r7 <br />Mo) <br />t r7 <br />0,� <br />0 rC <br />0) <br />M r) <br />0)( <br />N) <br />o <br />M r) <br />0) o <br />rM r7 <br />0) m� <br />M �K <br />r'/ <br />�0) <br />� rC <br />m� <br />� r0 <br />�� <br />M <br />0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 <br />LOW VOLUME SOLUTION COLLECTION <br />RISER PROFILE <br />30 0 30 60 FEET <br />3 +50 <br />�L V711 <br />9400 <br />9350 <br />ti 11, <br />O <br />0 <br />rl <br />M <br />M <br />O <br />4 +00 <br />R <br />w <br />w <br />z <br />O <br />TQ <br />W <br />W <br />PSSA CLOSURE <br />DRAIN <br />LEGEND: <br />PROPOSED GROUND SURFACE CONTOUR EL, FEET <br />— — DIATREME BOUNDARY <br />r►n`�lil�m�w. \� PRIMARY UNDERDRAIN PIPE <br />...... — 18" DIA. SDR 11 HOPE PIPE <br />