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N53000
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<br />ENGINEER'S STAMP N0. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD N0. REVISION DESCRIPTION THIS DRAFING IS NOT APPROVED DATE BY CHKD AP'VD
<br />UNLESS LAST REVISION IS HAND WP1"= - UNLESS LAST REVISION IS HAND WRITTEN
<br />EXISTING GROUND CONTOURS
<br />EXISTING -PAVED ROAD (COLORADO STATE HIGHWAY 67)
<br />-°—'� EXISTING HIGHWAY GUARDRAIL
<br />-- EXISTING LIMITS OF PHASE I AND II
<br />- PROPOSED LIMITS OF PHASE III
<br />PROPOSED VALLEY LEACH FACILITY EXPANSION REGRADED CONTOURS
<br />.- — — — PROPOSED LEAK DETECTION TRENCH
<br />LEAK DETECTION SUMP
<br />LEAK DETECTION SUMP INSTALLED BY OTHERS (NOTE 3)
<br />.— APPROXIMATE LOCATION OF SECONDARY UNDERDRAINS
<br />„rr,rr,r,r,rrrrrr APPROXIMATE LIMITS OF 1999 GEOMEMBRANE TERMINATION 0
<br />Ho Tr-Es
<br />1. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING F1�f -0
<br />INC., IS BASED ON TOP OF SOIL LINER FILL AS -BUILT IREC
<br />FOR PHASE I & II AREAS AND FEBRUARY 1998 SURVEY FOR
<br />OTHER AREAS SHOWN. PHASE 111 EXPANSION REGRADING R 1 1999
<br />DEVELOPED BY GOLDER ASSOCIATES INC. aP
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<br />2. REGRADED CONTOURS SHOWN FOR PHASE III REPRESENTS
<br />Division 01 Mt�tat' `� � °., 9Y
<br />TOP OF SOIL LINER FILL. CONTOUR ELEVATIONS AND
<br />SURVEY CONTROL DATA SHOWN ON DRAWING NO. 6.
<br />3. REMOVE EXISTING LEAK DETECTION SUMPS AND CONTINUE
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<br />LEAK DETECTION TRENCHES AS SHOWN ON PHASE III.
<br />REFER TO LEAK DETECTION RECORD DRAWINGS FOR PREVIOUS LEAK
<br />DETECTION SYSTEM INSTALLED BY OTHERS.
<br />4. EXACT LOCATION OF LEAK DETECTION TRENCHES TO BE APPROVED
<br />BY ENGINEER, BASED ON FIELD GRADES. CONTRACTOR TO MAINTAIN
<br />A MINIMUM LEAK DETECTION TRENCH GRADE OF 17% EXCEPT THE
<br />EXTENSION OF TRENCH NO. 4, WHICH WILL BE INSTALLED AT A
<br />MINIMUM GRADE OF 0.5 %.
<br />5. SECONDARY UNDERDRAINS SHOWN ARE FOR REFERENCE ONLY AND
<br />MAY BE INSTALLED AS SHOWN, INSTALLED AS TERTIARY UNDERDRAINS
<br />OR ELIMINATED, BASED ON FIELD CONDITIONS. LOCATIONS OF SECONDARY
<br />AND TERTIARY UNDERDRAINS WILL BE APPROVED BY ENGINEER. WORTH
<br />Qt 6. LOCATION OF 1999 r,FOMFMRRANE TERMINATION TO BE APPROVED
<br />BY ENGINEER. permit Number#: Z& gay 7
<br />Class: Operant
<br />SedExhiblt Scale in Feet
<br />i Class: vlslon n 2 ,
<br />•_ TI0_y-................................. ' 0 100 200 400
<br />Class: O Report O Hydro OGeneral
<br />Doc Type 11" ,a 200 feet
<br />DAppl. Mond DEnfome 0 Inspect
<br />Crl,-4le Creek C Victor Gold rAlr InQ Coasany
<br />�y Creccon Protect
<br />CLIENT DATE A Joint Venture — Pikes; Peak Mining Company, Manager
<br />�,��t�iDDllll unup� REVISED ISSUE FOR CONSTRUCTION PRINT ISSUE RECORD rrns
<br />wp0 REG�s %.�''
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<br />4C,~`•S%6 J8,90 %n�tr;'y ® REVISED ISSUED FOR CONSTRUCTION 12/16/98 TM TM JMJ Q DATE
<br />PIN
<br />REVISED ISSUED FOR CONSTRUCTION 12/2/98 TM TM JMJ
<br />2264 _ ® ISSUED FOR CONSTRUCTION 11/13/98 RH MLJ MLJ Q
<br />Cfij+�••• G® ® ISSUED FOR FINAL DESIGN 7/6/98 TM TM JMJ A
<br />nluiil ® ISSUED FOR DRAFT DESIGN REPORT 6/12/98 TM TM JMJ Q
<br />1—� ISSUED FOR DRAFT DESIGN REVIEW 5/27/98 TM TM JMJ Q 11
<br />IF THE ABOVE BAR DOES REVISED ISSUED FOR CLIENT REVIEW 4/27/98 TM TM JMJ Q
<br />NOT SCALE 1 INCH THE 0
<br />DRAPING SCALE IS ALTERED QA ISSUED FOR CLIENT REVIEW 4/13/98 TM TM JMJ
<br />PHASE 0
<br />SITE GRIMIG PLM
<br />IM1181 ININlNul
<br />19615
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<br />ION BLVD. SUITE 600, 1AKEWOOD, COLORADO 60228
<br />PHONE: (303)960-0540 FAX: (303)905-2080
<br />DRAIN MRJ /RF
<br />DAT6 MAY 1998
<br />CHEMID TM
<br />JOB no. 993 -2022
<br />BBVIRM TM
<br />DIGITAL NO. D001
<br />AMV® JMJ
<br />SCALE 1" = 200'
<br />IMX
<br />Dsc / C
<br />6
<br />BBV p
<br />3d
<br />NO. 20226001
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