2018-01-04_REPORT - M1980244

• Permit No: M1980244
• IBM Index Class Name: Report
• Doc Date: 1/4/2018
• Doc Name Note: Construction Report Extension Record
• Doc Name: Construction Quality Assurance Report ‎(CQA)‎
• From: Newmont
• To: DRMS
• Type & Sequence: TR89
• Email Name: TC1
• Media Type: D
• Archive: No

A B C D E F G H
A p CONTROL RFOR.TION 1.1.1
°
►T.ND. NORTH- FASTMI ELEVATIONI DESCRIPTION
• f001 54.19.051 36643.291 9906.982 GKADF AT I--
F
O bb 3416.555 9506 -.
RELOCATED foo3 4 MITI-
EXISTING b% 4NK 99b GRMf TOT ss
CONVEX
BUILDING 100S MMM 990]OA xAOF ATTRu[au
MGM ANCHOR �ORTM IW) 546 b4> 9.O] eE Atf{p�eE H
1 TRENCH/LLNE0. O fade % 990R3 .eEGI stow TKw 1
LLMRS 1 E DING
IFF
EL•99M.0
(PROTECT)
1b9 31mg 365u 332 99b 402 eEO u RT a=3'BETUex
1010 38.198 %6015% 990319• 5 KE
PROTECT EXIST
FACILITIES WEST 136 egos SV2 1fT-xMF_
OFIMPROVEMENTS , GRADE S%AWAY
rt _ FROM STRUCTURE WW2 9Y0.% 6v C eE Fusr
o UTILITIES TO BE - -.- MATCH-1.11T.
RELOCATED WITHIN -4 54J635.1 -
_ LIMBS OF STRUCTURE
(GAS,ELECT,WATER) bu 3].23) %se3.24g g9W.3n eEn<ry FOGE-eFrAn eLa4
bN 54J26946 %652.302' I 99%.2b BfxCHGxAUE ex64
❑ ❑ loan 1 3 bl) 5414A94 36657.391 9gOG`U 6RMEN1-ADOH
. O0 ❑ PROPOSED IDU St)21f16 3%Ja)21 FLAME AT Tmxau:[ss
_ CONCENTRATE
POE r-TI A9 LOADOUT STRUCTURE IOl9 5413L117 36615..25 99W.1% GRAB ATTRU:a2C:C55
\� FF EL•9907,12 36Ees.%z fo10 '.. 9go'» cUxe
PROTECT EXIST
PI2��p INLETS,STORM r b2t 51 08%5 -.1. 99I6 5b --..T41AK T pA[H UAPaDx$EWER ANDM °° ( --366Bi.eN � ggo53% :- GMO
INSTALL BOLLARDS EXISTING INLETS M3 5% 3 3%%.1b -..1 cAADE TAWBiA3cHAmaK
loss AS REQUIRED(6 MIN) r-•r-•l-v" r- r-. �' _
HOLD MR AND UNDERGROUND -
N•54835. 1 �� FlNALDESIGN STORM SEWER TO REMAIN ]OM 546gJ 4i) 366>e vvs egos%) FRAM oacHARmn
ddyy 0 (SEE DWG 30 fPI7-2) b29 5%91.030 3%g1.3% 9906.562 CAM[ATAlmouxAP�x
E•38416.27 o
Z R•80.00 10/ 1 b26MI.III
D=59146'44'FIT ' `10116 os J m2J 2
u
bag von 1 0
T=45.98 1a 60 ''Bgs S -_. _. ._- 1026 =8 5 366 4 99P)4) MARE oP OFBEAY
0l3
Q� f050 1 N b29 5 36 99p1 m -A--
���_����
1-. -2- %11.9BJ�9➢b 1v CiUDF AT Tor OE EIW sacs b30
" 1 0 s 100
1009 Nos _-___._. _. f02] 010
b31 5%T63W %]p)OG 99%.BW f,r1A0E AT SWAIE
PROFILE GRADE - - °M 1 1 -2 546566q 36 99os 4m TC E
RIGHT EDGE OF ROAD A� _ NN-. - 99m In
sass �\ .� b33 546%.e32 %
al �• 1 5 b35 54>]9.51) %)4G45 99%9b R ED G -
\PROVIDE III BERM
sew IM2 ]•36 SY3&t43 34 ON FILL SIDE OF ROAD 1w
1:1 SLOPES w - " APR N 1.5'HIGH, 'may W\ d•54)6].5] 1 1041 b3] Sb1L%3 3663 IRA _
2:1 FILL SLOPE E•38503.29 NCRETE APR N a IWB g4)6).x55 36600
R•29.39-' FLUSH WITH _
0•95.7410'RT CONTAINMENT WALL bag 423 3eT 99063E
\ A•05.97" AT INLET 8IMELEV. fob 5g636.u6 3693063] 9903sn MTHE exG --
T=48.9T (4'WIDE,8"THICK 4 SIDES)
aNa sM0 1W1 S4E03.•43 9905.05] MATcry FA,$)eu,.
NOTES: mu saws% zeo).s4a-- 9%6iw Al sw,-1 MA x°
PROFILE OE 1013 5NBII.m 36•b.685 9930.1Z1 TM Of BEKN
H RIGHTIGHT EDGEGE OF ROAD 1.PROPER EROSION SEDIMENTATION CONTROL MEASURES(EMPS)SHALL BE INSTALLED -.-- ---
$ AND MAINTAINED AS PER THE EXISTING SITE STORM WATER MANAGEMENT PLAN. 1•It 56 36•m os) 9989436 Y
3 ssoo y EXISTING GROUND •9l aam THE CONTRACTOR IS TO PROVIDE ALLHOC&V NECESSARY ENVIRONMENTAL PROTECTION Al sw F
PUN DOCUMENTS IN COMPLIANCE WITH CC6V SWMP AND CCBV SPEC PLAN IB48 11594.3 6 %9g.313 99b.333 iDP OT BFRM �
REQUIREMENTS AND SPECIFICATIONS.SEDIMENT CONTROL LOGS OR DANDY BAGS 1oN 13 g9aa gb s101R'1
(OR EQUAL)SHOULD BE INSTALLED AT EXISTING INLETS DURING CONSTRUCTION. 1W7 3463A154 3451.Sm %b.i41 RuuT.S DIE2:i
2.REFERTO TECHNICAL SPECIFICATIONS-EARTHWORKS,SPECIFICATION 022M AND b6• S 11. a65az on %..I
MEMORANDUM,CONCENTRATE STOCKPILE STABILITY ANALYSIS,RECEIVED FROMbow- WU425 -111 ]eaz gm R1<ATCH PD3E 1:1
NEWFIELDS,9400 STATION ST,SUITE 300,LONE TREE,CO,$0124,FOR STRUCTURAL
a•» e v P FILL GRADATION AND COMPACTION REQUIREMENTS.THE FOLLOWING NEWFlELO Mao SM38.em o6.056 vaa_.1s1 R�.I c4Tcx vnaE 2:1
lFp, fg{ ER .Z CRITERIA SMALL ALSO BE UTILIZED: 1081 SY)6.4gs 34a0.5» %)B 580 R <TCn 519EE i:i
O,Og p„8p A.NO VIBRATION$SHOULD BE USED FOR THE INITIAL 24INCHES OF STRUCTURAL -2 54.06b] 3419.675 9863.331
PROFILE ACCESS ROAD FILL PLACED OVER THE COMPOSITE LINER DRAINAGE LAYER.
9gso g9so B.AFTER THE INITIAL 24-INCHES OF STRUCTURAL FILL HAS BEEN PUCED AND
ROLLED WITHOUT VIBRATIONS,LOOSE LIFT THICKNESS OF UP TO 18-INCHES
CAN BE USED FOR COMPACTION WITH AN 8 TO 15 TON(STATIC DRUM WEIGIET) 5.COORDINATES AND ELEVATIONS ARE BASED ON THE EXISTING CCBV ELEVATION
SMOOTH STEEL DRUM VIBRATORY ROLLER;OR LOOSE LIFT THICKNESS CAN BE BENCHMARK AND MINE GRID COORDINATED SYSTEM AS PROVIDED TO SE BY
.{ INCREASED TO 24-INCHES FOR A 20 TON STATIC DRUM WEIGHT)
EIGHT SMOOTH STEEL THE CLIENT.
R PROPOSED GRADE ( )
2:1 SLOPE WITH �\ DRUM VIBRATORY COMPACTION ROLLER. 6.PROTECT IN PUCE WHERE NOT SPECIFIED TO BE RELOCATED,EXISTING
saoo SAFETY BERM/�_.- _ r -- avoo UNDERGROUND UTILITIES AND APPURTENANCES IN OR NEAR THE WORK
C.THE ROLLER SHOULD OPERATE AT APPROXIMATELY 2 MPH AND BETWEEN 1,200 AND 1,500 VIBRATIONS PER MINUTE FO0.OPTIMUM COMPACTION. AREA DURING EXCAVATION AND CONSTRUCTION,
0 3.SEE PIPING DRAWING 30-647-22.23 B 24 FOR PIPING RELOCATIONS UNDER 7,COMMCTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS
fig+ EXISTING GROUND PROPOSED CONCRETE LOADOUT STRUCTURE.PROTECT EXISTING STORM SEWER AND STRUCTURES DURING AND AFTER CONSTRUCTION.EXISTING AND PROPOSED
SYSTEM RUNNING PUN SOUTH OF PROPOSED IMPROVEMENTS. DRAINAGE FLOW PATHS SHALL REPORT TO EXISTING STORM INLETS AS INDICATED
ON CONSTRUCTION PUNS.
Ey 4 .+ `? 4 4.ASCII POINT FILE AVAILABLE FOR PROPOSED SURVEY STAKING NEEDS.
90.50 0.09 a.4 SECTION A '•#� a.ao 2.w
�r .,.�•e4r+rw ,,,,
� NEWMONT MINING TITLE PROTECT NUMBER
qC ear.rl"�`°a•u.ax fou)aa 02aB-17 CCEV HIGH GRADE MILL
Ox-2b1] �mm.CRIPPLE CREEK,CO NEWMONT CONCENTRATE SNIPPING 16286-02
C-E-1 nLeorFRVIMOO)r
sm.:anw�,s" DFnO UG u,o*ur vx
+onb.wo-brn.aMu -1.--auuG.- F BUmon CIVIL DRAIING NUMBER
�a Sou)-2x
SITE PUN,ACCESS ROAD PROFILE,
o gE Samuelo Engineering GRADING SECTION,AND CONTROL
4� REFERENCE DRAWINGS 9 �$ REVISIONS g 30-647-19
d REVISIONS onw.wew mco 'ii POINT TABU
A BI C D E F G H