|
Ll
<br />V
<br />C
<br />m
<br />6
<br />loo. oo'
<br />4-REMSE HAUL ROAD "R" 50,00' 4 REFUSE HAUL ROAD °R°
<br />{ PROCE594 POND PP -1
<br />4 16 "¢ C.M.P. CULVERT IAILET
<br />I
<br />TOP OF ?)TRM
<br />2
<br />.. _30.000 2°
<br />fIP)
<br />100.00' (' 20.00'..,
<br />r - - (TIP)
<br />PLAN
<br />pp SCALE Cxzo'
<br />k Q
<br />E
<br />r
<br />1
<br />t8 "� CMP
<br />15' LOM6
<br />(TIP 4 PLACES)
<br />_SEEAICTE */
<br />L m d- FEFUSE AWL RD.
<br />. EL5/o781•1 EL.Sfv6o.42
<br />t n, (TYf )
<br />- - -� I 2
<br />SECrioN A
<br />sCI.LE raxo• —
<br />WALKWAY
<br />r
<br />FOR COWC. , SF-[
<br />TOP OF• POND
<br />C�1j Gv�J•.sn3L.t.
<br />\y
<br />320,227.89 N
<br />1,098,056,95 E
<br />3
<br />ao.00'
<br />320, 384.38 U
<br />1, 098, 1 23.38 E
<br />I
<br />of
<br />9 =WW-0-042
<br />3"WW -IPi -084
<br />(o'-WW-IPJ -093
<br />o'
<br />0
<br />42.50' _ 5-OO.N
<br />320,45-84m (TIP) (TYP) 320,302.32N
<br />11 098,250.240E 50.00' .1C" 10.00' 1, 098,311o.1o9L
<br />(TYP) (TYP)
<br />100.00'
<br />PLAN
<br />SCALE 1 50'
<br />Q
<br />a
<br />$, AE?ROCESS POWD PP -2
<br />La
<br />BERM A BERM
<br />E %ISTING GRADE c EL. 5734.00
<br />(Tyr)
<br />I I -- -- if' - - -- 1
<br />2.5 0 2.5
<br />TOP OF FOQD
<br />EL. 573 4. DO
<br />vJ t
<br />ea- FZate
<br />o 50TTONI OF POND Dl
<br />EL. S4p&9.%v P
<br />50TTOM OF PONE
<br />E.L. 5-7 21.00
<br />SECTI0t1
<br />SCALE I' =b' _
<br />PROCESS POND PP -I
<br />5 CTi01.! C
<br />CALEI'�SO'
<br />WALKWAY
<br />TOP OF DERM
<br />F-OR Co1JC, SEE
<br />DWG, D-34�o•C -127
<br />� oUrl E 1 PIPE (b "� � i o5' Lys
<br />hEE
<br />DWG D-346-P -513 r�
<br />V- 34&-e- IZ7
<br />Ale 714r-5
<br />lo-00,
<br />4. f5ERM
<br />(6" FINE CRuum
<br />ROCK ROAD aAAZE
<br />:o-
<br />CHEVRON I1,J01.157R)AL.
<br />MEMSRAuE LINER
<br />APPLIED OVER
<br />REIPIRORC11.1G F NbRIC
<br />MATT
<br />COMPACTED SUF5GRADE
<br />TYPICAL. L NER 0 ET4, 1
<br />(Pot.1DS P P -i 4 P 0-2
<br />4 GERM
<br />INVERT EL. 5734.50
<br />O.S'TPI(.K x 12.00 WIDE
<br />RIP Rm:.
<br />.1
<br />30.00'
<br />CONTRACTOR TO
<br />CAP E MARK PIPE (TIP)
<br />n
<br />� DLRM
<br />INVERT EL. 5&_7 Lo. 1Z
<br />10,00' - SLOPE
<br />CONTRACTOR TO
<br />/ CAP � MARK FIFE (TYP)
<br />0,5 TMK X 10.00 WIDE �. q
<br />1?IP RAP �' v
<br />GT I0 N -2\
<br />/- Ce,%4kl'C r,eW.4 TL' M'� G'AyhvS IAI /GA47 / {�izc.✓I
<br />i,4/E 'yo,ZT> ' �,�An✓A�E 1�S�EA✓/, i.✓/l( FjE ,i9,vpt'
<br />k/rN /�,eEC.oSyiYl/>A/�/oCES. !- ;En/6,zvC.✓lC'G�/.v./• «C
<br />Cad %eAGFcfZ 5//�oCl FEL) Goc'NTc �ly.✓f/ <lE'S /�s
<br />'PA9 P- 3414.l� -BOG.
<br />I -1
<br />W
<br />V Z.
<br />�Q-
<br />g 4
<br />� U
<br />�U
<br />ff ^�
<br />C� EG"STfgFt`. 't11f.,V
<br />All
<br />�S �
<br />r '
<br />Ol
<br />pivisio�
<br />COORDINATE SYSTEM, SHOWN ON MAPS, IS BASED ON Q.
<br />COLORADO STATE PLANE COORDINATE SYSTEM, Q
<br />NORTH ZONE, CORRECTED TO MEAN GROUND 2
<br />COORDINATES. TO CHANGE TO COLORADO STATE
<br />PLANE, SEA LEVEL, COORDINATES DIVIDE BY 1.0003210
<br />REVISIONS
<br />REVISIONS
<br />REFERENCE
<br />DRAWINGS
<br />ISSUE RECORD
<br />ENGR.
<br />RECORD
<br />CURRENT
<br />STATUS
<br />DRAWING
<br />fora, �� ��5 ~Ih �1IC. f
<br />ENGINEERS- CONSTRUCTORS
<br />894
<br />SALT LAKE CITY, UTAH
<br />DESCRIPTION
<br />DATE
<br />BY
<br />CHK'D.
<br />APP'D.
<br />N0.
<br />DESCRIPTION
<br />DATE
<br />BY
<br />CHK'D.
<br />APP'D.
<br />DRAWING N0.
<br />TITLE
<br />DATE
<br />ISSUE
<br />REV.
<br />TO
<br />FOR
<br />INITIAL
<br />DATE
<br />INITIAL
<br />DATEQ
<br />/Jv'PQo ✓6! �iQ q.JorE i'o.✓sr��roN
<br />- ��
<br />>
<br />��
<br />0-344 C 127
<br />OUTLET BOX PP -112
<br />/ &
<br />99
<br />G
<br />Ar /
<br />/ /(`C /� �p/y %��
<br />�(TE
<br />DRAWN
<br />Cja
<br />I4-5I
<br />PRELIMINARY
<br />OR PLANNING
<br />�fn �/ •/ q
<br />Ol/ 0/`° r-,17, L-
<br />/�
<br />p/
<br />/�
<br />OryIL.
<br />p
<br />kT
<br />D- 7544. -C -LOO
<br />SITE GRADING � PAYIWG PLAt.I
<br />�p�
<br />/�ix
<br />/a
<br />�J
<br />G-
<br />[j�/ ,I,�,�
<br />i/!/,Yr�'j7T!!�M•.U��
<br />/�,'�y1 �r�,ry
<br />W�V�/C�vI /!/
<br />CHECKED
<br />CHECKED BV
<br />-��-
<br />TITLE DESERAGO MINE 5URI-ACE rAC,.ITIES
<br />PORTAL AREA
<br />p>:(•O�' PONDS PP -1 4 PP -2
<br />7�
<br />r`' SECT101.1Or DETAILS
<br />ELECT CK
<br />APPROVED FOR
<br />FINAL DESIGN
<br />Ar]17 IZazvp, lro�ew.? A/Ie>Es
<br />4.13 -82
<br />G5
<br />G
<br />D- 346.{'•101 TNRUC -104
<br />51TE GRADII.IG PLANS
<br />0/
<br />/
<br />3
<br />�/
<br />�7
<br />D
<br />�i
<br />'4A%A101wie e^4*.f
<br />OK41 /
<br />H/I (J /A/G
<br />1� re
<br />may- //
<br />* *4QA*'/i/^14
<br />INST CK
<br />Q// e/�
<br />7 rJ,�IL
<br />GG
<br />�'2b'0�
<br />7L. 1,
<br />JJJ
<br />�.' Y~
<br />MECH CK
<br />IN FINAL DESIGN
<br />/� �,
<br />R,
<br />� ;� ;,
<br />PIPING CK
<br />1 ���
<br />3
<br />51r/B4
<br />S
<br />D
<br />H°RROCKS � 4s 06
<br />/
<br />Con 5; SuR �Ey
<br />STRUCTCK
<br />�! - !
<br />'
<br />APPROVED FOR
<br />QUOTE/PURCHASE
<br />L
<br />N
<br />SQUAD LDR
<br />Q /
<br />L/ 4
<br />(I
<br />1Ah:% .1^e
<br />[`/l/J7Z41�re4/
<br />FOR WESTE•��y r U�L-S UTAH, INC. LAKEWOOD COLD.
<br />CHIEFENG /DES
<br />-/ - /
<br />APPROVED FOR
<br />CONSTRUCTION
<br />"'/
<br />q/�
<br />��I s
<br />Qkwx
<br />PROJENG
<br />��) -�i
<br />SCALE
<br />A / IJ
<br />JOBq N0.
<br />C'34lo
<br />FB &DU DWG. N0.
<br />, D- 346) -C- 12 2
<br />OWNERS DWG. NO.
<br />7riv —� 1 / /
<br />REV.
<br />.{ /
<br />APPROVED
<br />- /%- 4
<br />APPRf1V Fi]
<br />�/ >i 1
<br />UII A;a
<br />
|