LOCATION· NORTH SLOPE ALASKA
NOTE: THESE MAPS ARE BASED ON ESRI IWAGERY PROJECT LOCATION: WELL N0.1 DATUM ALASKA STATE PLANE NAD 83 ZONE 4 FIPS 5004 COORDINATE LAT. 70'13'1Q.94N LONG. 150•09 13,99• N. 5.929.785.73 E. 1.621.342.25
SITE-D8-2S
....
URS
SHARK TOOTH OR ILL SITE OS -2S CIVIL PACKAGE COVER SHEET
johnsclTypewritten TextSHEET 1
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 1 of 34
Nuiqsut
Oliktok Pt.
DS2S
CPF2
Alpine
MeltwaterDS2P
DS2L
DS2M
DS2K
Colville
River -
Kuukpik
Miluveach River
0 2.5 5 MilesNovember 1, 2012
Ü
DS2SDevelopment Pad
johnsclTypewritten TextSHEET 2
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 2 of 34
SHEET 3
TOF 1?S1' "1
DRILL SITE PLOT PLAN
"nntll c I r TABLE
•01-~ CRT-GA-NH0002 GENERAL 91E CC1011DNS IESIGN CRITERIA REV. 4. '~T SPOGS ARE BASED m. PRELMNARY OCOJP~ ~~TD AtiJ
~PAD FIR TRUll< IN.OAiliNG NI£A.
--
2N KUPARUK OILAELO
E~ERGY & CCfiSTRUC]Cit In~
\..OI'ouo..u~ I~~::=~~ ....,._
SHARK TOOlH DRILL SITE DS2S PIPING
DRILL SITE PLOT PLAN
""''"
... -
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 3 of 34
SHEET 4
IEFEIIENCE .... HO{IlfTII>
CD v nN
m WN 0 f--
r
1 l
r
NO MATCHUNE CONTINUATION ---------- -- -- ----------
TOE OF PAD
l 1 EDGE OF PAD
OVERALL PAD LENGTH IS 1200'
NO MATCHUNE CONTINUATION
1
r\\ORKING PAD EL 100'-0'J
A 10 6 2 ISSUED FOR PERt.IITllNG --
1
"'""""
ES AMD . ..
NOTES:
....; f"--12.2539191'
PREVAIUNG WNDS
~NTm SUMUER
1.N
SHEET 5
S.0-9HIS I 9£0 I ne6?: I .,._I .,._ .... I ·-1
NO MATCHLINE CONllNUAllON --------- -- -- ----------
TOE OF PAD
1 1 EDGE OF PAD
1 l
~I ~I
~~ ~~ 1'f
' '
PIPERACK BRIDGE a ® j I J MODULE~ j j r WORKING PAD EL. 100'-0" PORTABLE PIGGING AREA-.........._ • ~t _.j. ~~~I
",z15
1 WELL NO. 01 ~ ~ t 1 __, ALASKA STATE PLANE L__t --t
l
~ ~~~~~tJg_7J 1: -----------~: l. I R E. 1621342.25 ' ---..1 0 DRIP PAD ..... 175 TON I .-----2"-u
<g ·
1 175 TON IL ___________ _j +--~ j .fzs'-o" 100' MAST\
~~~~C~JALVE , DRILl RIG : ~~ DRILl RIG POWER Jri -. • UGHTlNG + ~ ~,";Lil~",',f.) :··T··---r-·· .. ,! DRill RIG ! ti ~'I~~
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CONSTRUCT ION
SECTION A-A TYPICAL
LOOIUMC M~TH SEE SHEET CED-DS2S-3011
SECTION B-B TYPICAL LID.INC EAST SEE SHEET CED-0525-3011
LEGEND EXISTING CR~D
PRCfOSEO CRAOE
1JN1EA C~TRUCrJ~ GRADE
REFERENCE FILES SHEET CED-DS2S-3011 DRILL PAD fODTPR INT
7!j' 0 75' 150'
SCALE SX VERTICAL
URS
SHAAK TOOTH DR ILL SITE DS-25 DRILL PAD T'IP I CAL SECTIONS
johnsclTypewritten TextSHEET 6
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 6 of 34
15' HICH SNOW FENCE
LEGEND PRil'OSED SNOW FENCE
lOE OF FILL
EDGE tf' ROAD
EDGE tf' PAD
- GRAVEL "/ SLIJ'E INDIUTOR
ISZJ SNOW DEPOSITION SHADOW
ERENCE FILES
ELEVATIONS DATUM BRITISH PETRil.EUN NEAll SEA LEVEL
MATERIAL GRAYEL fILL DR ILL PAD TUNDRA F'ODTPR INT DR ILL PAD SNOI FENCE
116.120 CU YRD 9.8 ACRE 1,380 LF'
URS
SHARK TOOTH DR ILL SITE DS-25 DRILL PAD FOOTPRINT
johnsclTypewritten TextSHEET 7
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 7 of 34
15'-0" 15'- 0" ! . ALIGNED WITH THE OPPOSING FENCE 'I' .I I
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PURPOSED: INSTALLED VCM' s ASSOCIATED PIPELINES AND UTILITIES.
DATUM:
ADJACENT PROPERTY OWNERS:
DRAWN:
B 10/10/12 REV I SED TO REFLECT SCALE CHECKED:
lj..-..:A...:.........j.....:..q;-=21.....:../12~~! S:....:.S..::..:UE:....:.D.....:.F--=.O.....:..R _P.::...ER __ M..:..!T ______________ --+_C_KE-+-A_D-+--+----1 SCALE: BY CHK JOB PROJ REV DATE REVISION %'=1'-0'
DESIGN:
APPROVAL:
DATE:
11 A-A 11 SECTION VSM's INSTALLATION
CONFIGURATION (REF. WG SK-16-100)
ECM NO:
CC NO:
CADD FILENAME: JOB NO: SK -16-101.DGN
SUB JOB NO: DRAWING NO:
FORM: BSIZE
AREA MODULE: UNIT: SHARKTOOTH DRILL SITE DS2S
TYPICAL SECTION THRU OFF PAD PIPE LINES
PART: REV: SK-16-101 1 OF 1 B
donas673Rectangle
donas673Rectangle
johnsclTypewritten TextSHEET 9
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 10 of 34
ti\r t'l-~'1·
~ .'It!\
400' 400' 1100' JI"'Sjf lliiMil
NOTES:
150 150 1. GRID COORilNATES ARE ALASKA STAlE PIN£ CO
SHEET 11
--
BY
~
SHEET 12PIPELINE PLAN SCALE: 1 "=1 00 1 -0'1
DRA WN: DESIGN:
CHECKED: APPROVAL:
1----4-----~---------------------------------t-~~-+--~--~ SCALE: DATE: REVISION REV DATE BY CHK JOB PROJ
ECM NO:
CC NO:
CAOD FILENAME:
EXPANSION LOOP DETAIL SCALE: 1/16"=1 '-0"
0 50 100' 200FT
SCALE: 1 "=100'-0"
URS Ef£RCT t. CIJ6TROCTI~. Inc .
C@n@C~illi~ A I ask a . I nc.
JOB NO: SUB JOB NO: DRAWING NO: POD -OSZSX So1'1-A
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 13 of 34
J4CO9MRRText Box
SHEET 13
....---- .. ' ......,_
PIPELINE PLAN SCALE: 1 " =1 oo' -o·
DRAWN: -
CHECKED: - - - - -- - SCALE:
REVISION BY CHK JOB PROJ -
SHEET 14
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52' 3D BEND WIT ANGENTS TYP.
EAST 1141' 0" ---r-----fII~~ NORTH 1026' 87/e" if PLANT REF. t::
),. __ 90' 3D BEND WITANGENTS TYP.
APPRDX.415'-0' "-1+-"",,( E""'D:-;;G-;:E --:O""F~RO""'AC;:D~TO""""""R-;-AC"'K;-;)--- ~
w z
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PS-136 ~
.PA- 137 53'-3",
~HORl /~
PIPELINE PLAN SCALE: 1"- 100'-0"
/ ---
DRAWN:
CHECKED:
____________ -1_--+_--1--+----1 SCALE: REVIS!ON BY CHK JOB PROJ
o 50' 100' !.....:.~.
DESIGN:
AP PROVAL:
OA TE:
3'-6" !TYP. SPACING)
~~jN~~~~Itt~ __ r-~T]O~EJO~F~PA~D , a N
CONT. ON DWG. PDD-DS2SX-5020
EDGE OF PAD
6"-GI - 2S33-GKD7-3"HF 10"-PC-2S44-BKP7-3"HF 6"-WI - 2S32-FKC7-3"HF
TIE-IN AT DS2S PAD DETAIL SCALE: 1/16"-1' 0" URS £t€RCY & CIHiT1!LCTIIII. Inc.
CC NO: C@n@c~illi~ A I aska. Inc.
ECM NO:
I SUB JOB NO: I DRAWING NO:
- PDD-DS2SX-5019-A JOB NO: CADO FILENAME:
J4CO9MRRText Box
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 15 of 34
100
50 0-+
v
100
20+00 ··-.. i .. ~ ··-··-....... ··-··-· ---~ ...... -·· -··-·· -··
.... 0 ,.., I
VI
"' VI 0 I
loJ 0 v ..... loJ loJ :z: VI
loJ loJ VI
62' 0 ~ .... "' ..c 1-VI
loJ z ..... :I: v 1-..c ::IE
200' -- - ---- -LEGEND
TOE OF FILL EDGE OF ROAD MAJOR CONTOUR MINOR CONTOUR WINTER CONSTRUCTION GRADE FINAL DESIGN GRADE EXISTING GROUND CULVERT
.... GRAVEL
.... EXISTING GROUND ' SLOPE INDICATOR
REFERENCE FILES SHEET CEO-DS2S-3014 ACCESS ROAD PLAN & PROFILE
URS
johnsclTypewritten TextSHEET 15B
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 17 of 34
0 .-........ l ........ .
\ f
.o
i~ . ,.., . I . :~ lVI ~ ...I
::c ~ ~
Vl.r-------------~--------------~--------------r-------------~--------------~------------~~----~i
200' -- - ---- -TOE OF FILL EDGE OF ROAD MAJOR CONTOUR MINOR CONTOUR WINTER CONSTRUCTION GRADE FINAL DESIGN GRADE EXISTING GROUND CULVERT
- GRAVEL - EXISTING GROUND
• SLOPE INDICATOR
NOTE: :1---+........,......,..,.....,....-+-------+-------+---___;:"r---+-----~~+----=rli~---+---~ FOR QUANTITIES SEE SHEET
SCALE: 5 X VERTICAL
30-+00
CED-DS2S-3013
SHARK TOOTH DRILL SITE DS-25 ACCESS ROAD PLAN Nfl PROf' ILE
ISHEEf 3 OF 61
johnsclTypewritten TextSHEET 16A
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 18 of 34
24• DIA. CULVERt
'o1'
SCALE: 5X VERTICAL
ll'l 0 or II) N
.~ • I
·~ :u ...... ·""' i~ 100' 200'
·-· ·-··-·,..... .......... -. ..... ~ •O It:? •o ill'l .. •'"' l:ii . • o.J
·~ ...J
-- - ---- -LEGEND
TOE OF' FILL EDGE OF' ROAD MAJOR CONTOUR MINOR CONTOUR WINTER CONSTRUCTION GRADE FINAL DESIGN GRADE EXISTING GROUND CULVERT
- GRAVEL - EXISTING GROUND
, SLOPE INDICATOR
ERENCE FILES CEili-DS>L'S-·3013 ACCESS ROAD PLAN
CEili-DS>L'S-·3015 ACCESS ROAD PLAN
URS
SHARK TOOTH DRILL SITE DS-25 ACCESS ROAD PLAN Nfl PROf' ILE
ISHEEf 4 OF 61
johnsclTypewritten TextSHEET 16B
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 19 of 34
60'
-~!~J-.. -..
SCALE: 5X VERTICAL
100' 100' 200' -- - ---- -EGEND -···TOE OF FILL -···EDGE OF ROAD __.. MAJOR CONTOUR -MINOR CONTOUR - - • WINTER CONSTRUCT I ON GRADE -FINAL DESIGN GRADE - • EXISTING GROUND ~CULVERT - GRAVEL .... EXISTING GRADE
T SLOPE INDICATOR
REFERENCE FILES SHEET CED-DS2S-3014 ACCESS ROAD PLAN AND PROFILE NOTE: FOR QUANTITIES SEE SHEET CED-DS2S-3013
URS
SHARK TOOTH DRILL SITE DS-25 ACCESS ROAD PLAN Nfl PROf' ILE
ISHEEf 5 OF 61
johnsclTypewritten TextSHEET 17A
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 20 of 34
SCALE: 5X VERTICAL
100' 0 -- - ---- -LEGEND -·· • TOE OF FILL -···EDGE OF ROAD ---- MAJOR CONTOUR -MINOR CONTOUR --·WINTER CONSTRUCTION GRADE .... FINAL DESIGN GRADE - • EXISTING GROUND -CULVERT - GRAVEL .... EXISTING GRADE
Y SLOPE INDICATOR
QUANTITIES SEE SHEET CED-DS2S-3013
URS
SHARK TOOTH DRILL SITE DS-25 ACCESS ROAD PLAN Nfl PROf' ILE
ISHEEf 6 OF 61
johnsclTypewritten TextSHEET 17B
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 21 of 34
ACTIVE LAYER
22' MINIMUM INTO PERMA FROST
t
PIPELINES VARIES
500' MIN 1000' MAf
TYPICAL ROAD SECTION WITH PIPE TRAN
32.00 ROAD WIDTH WINTER CONSTRUCTION GRADEFINAL GRADE CNO CROWN>
ROADWAY SHOULDER MARKER AT 50' TO 75'CENTERS UNLESS NOTED OTHERWISE (TYP BOTH SIDES l
REFERENCE FILES
"I
IJ") ------ ....... -rARIES 52'Mir
TO 72'MAX
LEGEND
EXISTING GROUND PROPOSED GRADE
2Q' 0 20' 40' 5X VERTICAL EXAGERATION
WINTER CONSTRUCTION GRADE
SHEET CED-DS2S-3010 PERMITTING PLAN SHEET CED-DS2S-3021 PIPE CROSSING ACCESS PAD
-'C-- TYPICAL ROAD SECTION ~~----· I VARIES 52'MIN I '~ 20' ~TO 72'MAX ~
EXISTING GROUND 5X VERTICAL EXAGERATION
0 20' 40' -- - ---- -URS
.WAI ...._[t SHARK TOOTH DRILL S JTE DS-ZS
ROAD TYPICAL SECT IQNS
johnsclTypewritten TextSHEET 18
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 22 of 34
AIL ACCESS ROAD
LINE EDGE OF ROAD
24H DIA CULVERT SEE DETAIL SHET CED-D525-3019
PIPE LINE
20' -- - ---- -LEGEND
-· • TOE OF FILL -.. EDGE OF ROAD
-GRAVEL
)7 SLOPE INDICATOR
REFERENCE FILES SHEET CED-DS2S-3010 PER~ITING PLAN
ELEVATIONS DATUM BRITISH PETROLEUM ~EAN SEA LEVEL
URS
SHARK TOOTH DRILL S JTE DS-ZS P I PE CROSS I MG ACCESS PAD
johnsclTypewritten TextSHEET 19
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 23 of 34
1. 5'
FINAL GRADE TOP OF ROAD
lWINTER CONSTRUCTION GRADE STEEL CASING
IPE ------ ---- -----------
EXISTING GROUND
ROAD CROSSING SECTION ALONG ROAD CENTER LINE AT CROSSING OF TARN PIPELINE
NTS LEGEND
--- EXISTING GROUND - PROPOSED GRADE -- WINTER CONSTRUCTION GRADE
MATERIAL
---i 1.5'1 -2 I
11
FINAL GRADE ACCESS ROAD WINTER CONSTRUCTION GRADE
1-32' 4' MINIMUM
"\
...... ____ _ 'MA~
\._ 6" RIGID INSULATION 6" ~IN FILL BETWEEN INSULATION AND EXISTING GROUND AND BETWEEN INSULATION AND PIPE CASING
ROAD CROSSING SECTION ALONG TARN PIPELINE AT ACCESS ROAD CROSSING
NTS
REFERENCE FILES SHEET CED-DS2S-3011 DRILL PAD FOOTPRINT
URS PIPE CASING 20" 68 LF
24 11 68 LF 30 11 68 LF 36 11 68 LF
611 INSULATION BOARD 1,050 SF SHARK TOOTH DR ILL SITE DS-25 TYPICAL PIPE CROSS SECTIONS
johnsclTypewritten TextSHEET 20
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 24 of 34
24• I STRUCTURAL STEEL PIPE CULVERT
EXISTING GROUND
TYPICAL CULVERT BATTERY SECTION N.T.S.
r. ---32'-----t ROAD CIIIIPACT GRAVEL FILL AS REWIRED TO PROVIDE UNI FOR II GRADE
VARIES TOE TO TOE t---------------- 60'MIN to 70'11AX SCOUR PROTECTION AS NEEDED
TYPICAL CULVERT PROFILE N.T.S.
LEGEND
EXISTING GROUND
PROPOSED GRADE
- PROPOSED CULVERT
llll!o.'lll EARTH
- GRAVEL
REFERENCE FILES SHEET CED-DS2S-~Ot0 PERMITTING PLAN SHEET CED-DS2S-JOil ACCESS ROAD PLAN PRIJ' ILE SHEET CED-DS2S-3014 ACCESS ROAD PLAN PRIJ' ILE SHEET CED-DS2S-JOI 5 ACCESS ROAD PLAN PRIJ' ILE SHEET CED-DS2S-JOI6 ROAD TYPICAL SECTIONS
NOTE: TYPE AND EX TENT OF ARIIIR AND OR SCOUR PROlECTI ON , IF ANY. FOR EACH CROSSING WILL BE DETEYINEO DURINC FINAL DESIGN.
MATERIALS: 24•1 STEEL PIPE Cl.lVERT 734 LF I I 1 CULVERTS I
--URS
AILU -..t: SHARl TOOTH
TYP I CAL CLJ.. VERT CROSS SECT IIWS
johnsclTypewritten TextSHEET 21
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 25 of 34
VSM OFF PADOFFPAD 12" DIA 298 EAVOL SLURRY 16578 CU FTON PADON PAD 12" DIA 112 EAON PAD 18" DIA 53 EAON PAD 24" DIA 7 EAVOL SLURRY 13423 CU FT
johnsclTypewritten TextSHEET 22
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 26 of 34
XXX-XXXX-3:3 0000 S6~0-G"~ :oN ~NIMV~a :oN sor sns :aN sor
cfY //,;;Y
2
; v~~~~~ ~
; 21
~0~ 4'-10"± 6A
~~---~~=----~
LEFT BRACE SHOWN
"""~~~ 32X36X43) ~~~
0
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~ ? ~ ~ -1---1;;;~----------------L.. ' FW 1
6
REFERENCE DWG NO/SHT NO:
\ 0~
6'-6 1/2"±
--rl~
t;;;;\ TO POLE BUTT~-~~ ~SEE DRAWING I
No. EE-XXXX-XXX
1A
IDENTIFICATION PLATE TO BE 8'-0" FROM GROUND LEVEL AND AT RIGHT ANGLE TO LINE.
l
'
l
'
l
'
\
'
CROSSARM TO POLE CONNECTION TYPICAL (3) PLACES
( ) ( ) I ' I '
I l I l
c J ' p I '
I l I l J ' I '
I \ I ' I ' J '
CROSSARM FACING PLAN TYPICAL
MATERIAL LIST
ITEM QUAN. DESCRIPTION CATALOG NO. 1A 1 60 ft. CLASS H-2 DOUGLAS FIR POLE 2 1 4-5/8 x 7-1/2 DOUGLAS FIR CROSSARM ASSEMBLY HUGHES C4436-1A-C4436-1B-C4436-1C 3 1 DOUGLAS FIR FACE MOUNTING BRACE HUGHES 2017EB48LRT
4A 2 30 ODD lb. POLYMER SUSPENSION INSULATOR 37 HUBBELL/0.8. D12004-1201 4B 2 36 000 lb. POLYMER SUSPENSION INSULATOR 38 HUB8ELL/0.8. D12004-1202 5A 1 SHIELD WIRE SUPPORT BRACKET HUGHES 1501.7A 16 BCL 6A 4 ARMOR-GRIP SUSPENSION PREFORMED AGS-5115 8 17 in. ± 5/8 BRAIDED TINNED COPPER BONDING CABLE BELDON 8655
18 1 V STRING YOKE CONTINENTAL 99337 4001 20B 1 Y CLEVIS EYE PREFORMED YC 5207 21A 2 SOCKET EYE PREFORMED SE-5152 22A 1 CLEVIS EYE PREFORMED CE 5261 30 3 4 x 6 3/4 CROSSARM GAIN HUGHES 1261 A 31 3 4 x 4 x 1/4 SQUARE WASHER 13/16 HOLE HUGHES SW4 70 32 4 4 x 4 x 1/4 SQUARE CURVED WASHER 13/16 HOLE HUGHES SCW4-70 34 2 3 4 x 20 MACHINE BOLT WITH NUT 35 1 3 4 x 18 MACHINE BOLT ~TH NUT 36 1 3 4 x 16 MACHINE BOLT ~TH NUT 38 3 3 4 x 9-1/2 W.H. BOLT WITIH 3 TAPPED WASHER HUGHES WB79-1/2-4 & SW3-70T 42 5 3 4 NUT 43 7 3 4 JAM NUT 45 5 3 4 BONDING CLIP HUGHES 2727.7 61 100 ft. ± No. 6 AWG SOLID SDB COPPER WIRE SOUTH~RE ASTM B 3 62 100± 1/2 x 2 COPPERWELD STAPLE CHANCE 9169 63 2 SOLDERLESS CONNECTOR BLACKBURN 4H 88 1 IDENTIFICATION PLATIE SOUTHWESTERN PORCELAIN 89 6 NAIL 3 LONG x 10D 92 1 COPPER BUTT PLATE BLACKBURN GP114 116 8 VIBRATION DAMPER ALCOA 1705.11
NOTES: 1. BOLTS THAT MUST BE CUT OFF TO SHORTEN MUST BE CUT ALL THE WAY TIHROUGH
WITH A HACKSAW (NOT BE CUT PARTIALLY AND BROKEN OFF). EXPOSED ENDS OF CUT BOLTS SHALL BE PAINTED WITH ZINC RICH PAINT.
2. ALL HOLES IN POLES SHALL BE DRILLED PRIOR TO TREATMENT. POLES SHALL MEET RUS SPECIFICATION #1728F-700. POLE SUPPLIER SHALL VERIFY POLE DIAMETIER DOES NOT EXCEED SPECIFIED BOLT LENGTHS.
REMARKS
LEFT OR RIGHT
A 320 GRADE L7 A 320 GRADE L7 A 320 GRADE L7
A 320 GRADE L7 A 320 GRADE L7
NOT SHOWN NOT SHOWN NOT SHOWN NOT SHOWN
3. ALL MACHINE BOLTS TO HAVE A 6" MINIMUM TIHREAD LENGTH.
...
c
rFIRST CROSSARM TO FACE I STARTING DEADEND
( I
I I
I I
I I
XX
ConocriP'hillips Alaska, Inc.
MODULE: XXXX
SHARKS TOOTH POWERLINE 34.5 kV OVERHEAD STRUCTURE ASSEMBLY
TYPE I(A) TANGENT STRUCTURE
UNIT: XX
I r!J)~ f ~ #nc. REDRAWN FROM: CONSTRUC;ON SHEET CONSULTING ENGINEERS 1----------------------...L.._ ___ =-----t
FORM: DBORD ' 1
DATE:
SCALE:
1
I DO NOT SCALE
•
07-27-2012
1:20
2
I
JOB NO: SUB JOB NO:
3
I 4
I 5
I •
6
I ABOVE SCALE FOR REFERENCE ONLY
DRAWN: DESIGN: ECM NO: GSG KDH -
CHECKED: CC NO: JSA -
APPROVAL: CADD FILE NO. TYPE-1A
DRAI'f1NG NO: PART: REV: I--RE-V-r-D-ATE--I--------------------R-E~-S-IO-NS---------------------+--BY--+-C-H-K-+-~~~~n-rct~~8~~-+-~~~~~T-+-RE-V-r-D-ATE--r-------------------R-E~-S-IO-NS---------------------+--BY--+-C-H-K-+-~~O~n-rct~~8~~-+-~~~~T~ 12-0195 0000 EE-XXXX-XXX 01 OF 01 -
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johnsclTypewritten TextSHEET 23
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 27 of 34
TYPE V(M2) 541'12 WOOD 3- POLE DEAD END
,__ _ __,t_L SlliUcnJRE. TYPICAL
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~ 34.5 kV POWER CABLE 3/c, 4111 or 500 MCM COPPER ! I ! WIT1i CDHT1NUOUS CORROGAT£0 ALUMINUM 'f'
i SHEATH AND P.C.V. OUTER JACKET AND ARMOR F.O. CABLE i TO BE DIRECT BURIED 4 FT. MINIMUM BELOW GRADE
150' MINIMUM I 1
150' MINIMUM 1
I I I
URS _,_ .... FIH4o BSIZE
DAAIINa DESIGit ECM 1«11
~I lips AREA MODULE: UNIT:
CI£CKfllo AI'PRIIVAU cc NCh A I CIIICG. InD.
SCALEa OAT& CADOFI~ JOB NOo I SIB Jill NOo I DRAIIIIG NOo IPARTo I REV' REVISION BY Ql( Jill jAmJ =1'-8" OF REV DATE
david.naultyText BoxSK-17-001
david.naultyText BoxPOWERLINE ROAD CROSSING
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J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 28 of 34
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A£V DATE REVISION BY
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~~ O- ~l__ 3" 0.0. USED DRILL STEEL ~ ii USE IN ROADWAY AND ~ 1.J. DRILL PAD ONLY j m FIBER OPnc CABLE &
j_--------~~~~~om:~F"Lt __ POWER CABLE ~r ::::w:=''
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DIRECT BURIAL OF METAL CLAD CABLE AT ROAD CROSSINGS & DRILL PADS
UBS _,_ ... DRMINl DESIIJI: EI:M 1111
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david.naultyText BoxSK-17-002
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J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 29 of 34
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REV DATE BY CK APP DESCRIPTION REV DATE BY CK APP DESCRIPTION
I I I I I I I I I I N
THIS PROJECT IS LOCATED WITHIN THE: 1. HARRISON BAY (A-1) QUADRANGLE 2. BEECHEY POINT (A-5) QUADRANGLE LAGOON 3. BEECHEY POINT (B-5) QUADRANGLE SIMpsON
·~ OLIKTOK POINT
£',, - K 12
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20 21 co 0\
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29 26 2 30 29 28 27 :;/ 25 30 29
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32 33 34 34 35 36 0- 31 32 ~ 35 36 w 0 31 32 0: ~ ..... T13N .> I \ 0:: T12N '\ ~ 4 3 2 1 6 5 4 3
~ 1 6 5 4 2 1 6 5 4
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13 ___ - 18 16 1~ 17
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'-- ~ 30 \ 28 27 25 30 2 9 2 8 27 26 25 30 29 / 28 27 \ 25 ~ 29 2 8 --- ---\ __
/ 32 ~ ~ llj
3 2 33 34 35 32 33 34 35 36 31 34 35 31 32 33
T12N \_ - [[}...._ ~'', ' -TUN / ----- - I CJ =~ d!:d it, " 4 3 2 1 5 _4_-- 3 2 1 6 4 3 2 I ~ 1~5 CP4F]__, - ' --,. ___
/ a / ~1 F\ 8 9 10 11 7 8 9 10 11 ~\1 2 7 9 10 J1 12 MINE SITE-( I ~ --- '
ii" ·:\~ 'v
(~ '-\· r/0• c·'> '·."' . -SO' WIDPICE ROAD >~
--tiAuL& PRmEcr .AlceEss .. LENG,1H1= 89,250'
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APPROVAL:
DAlE: 09/11 /2012
14,000
I " ~ LOUNSBURY It .AIIIIIICUIIII, IIIC.
S'VEYORS ENGINEERS PLANNERS
r~ORM: As1zel -3L- T1tle
DS2S DEVELOPMENT PROJECT 2013-2014 PROPOSED ICE ROADS &: PADS
PERMIT EXHIBIT REV:
2 OF 2 0
johnsclTypewritten TextSHEET 26
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 31 of 34
REV DATE BY CK APP DESCRIPTION REV DATE BY CK APP DESCRIPTION
I I I I I I I I I I N I THIS PROJECT IS LOCATED WITHIN THE HARRISON BAY (A-1) QUADRANGLE I
LAGOON
·~ OLIKTOK POINT SIMpsON
£',, - K 12
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21, 0 2
20 21 co 0\
f--J 19 2 0 2« 0:: 19 20 23
29 26 2 30 29 28 27 :;/ 25 30 29
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32 33 34 34 35 36 0- 31 32 ~ 35 36 w 0 31 32 0: ~ .... T13N .> I \ 0:: T12N '\ ~ 4 3 2 1 6 5 4 3
~ 1 6 5 4 2 1 6 5 4
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'-- ~ 30 \ 28 27 25 30 2 9 2 8 27 26 25 30 29 / 28 27 \ 25 ~ 29 2 8 --- ---'--__
---- 32 ~ ~ llj
3 2 33 34 35 32 33 34 35 36 31 34 35 31 32 33
T12N \_ - [[}...._ ~'', ' -TUN ----
----- - I CJ =~ d!:d it, " 4 3 2 1 5 _4_-- 3 2 1 6 4 3 2 I ~ 1~5 CP4F]__, - ' --,. ___
/ a / ~1 F\ 8 9 10 11 7 8 9 10 11 ~\1 2 7 9 10 J1 12 7 8/ ~ --- ' MINE SITE C
s," --3 2 1 5 4 ... 3 2 -N / ----A
/ ---/ ... ; --~~~ " - -- TOTAL AREA OF PROPOSED ICE: .. _- -
" :=949,250 Sq. R. ,; 10 11 12 / 7 8 =21.8Acres 11 I
" / ,; ...
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15 14 I 13 18 17 16 15 14 / ./ -/ ,
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T.11N.R.7£ T.11N.R.BE. ~ T.10N.R.7£
~~~I) 3 2 1 4 3 2 .r-h.. ~ / / -PAD CENTROID
[t -- NAD83 GEOGRAPHIC:
60' WIDE ICE ROAD ·I - 7f1" 13' 10.94" N ~ PJPB.INE CONSTRUCTlON 150° 09' 13.99" w ~
LENGTH= 7,200 10 11 12 9 10 11
I~ JS'WIDE ICE ROAD ~ SNOW FENCE INSTALLATION rit=:ol LENGTH = 1 200 35' WIDE ICE ROAD
~ ~ {TYP)
r-w-EmsTAUA~ I..&IGTH = 2.500' 16 15 14 15 14 13 SCALE
~ 0 1/2 1
1150X100' / i f ~lmile ICE PAD I--..- \)!> ... _,.,.,. ~ t'"--('
_.,. _. II 3S WIDE I( ROAD v I 35' WIDE ICE ROAD ~I ~ ,..... , POWERI..lNE INSTAI..I.ATION ~UNSBURY LENGTH = 9.()50' SNOW FENCE INSTALLATION LENGTH = 1 f!l# ASSOCIATIS, INC.
23 24 19 20 -- fUNNII8 22 21 ' eonoc6Pt,nnps
AREA: MODULE: XXXX UNIT:
DS2S DEVELOPMENT PROJECT 2014-2015 PROPOSED ICE ROADS & PADS
Alaska, Inc. PERMIT EXHIBIT CADD Fll.E NO.
12/21/12 I DRAWING NO.
NSK 6.219-d9 I PART: I REV: LJ(621909 10F'1 0
J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 33 of 34
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DS2S_SheetsRev_2_8_13[1].pdfNewSheet 1.pdfNewSheet 2NewSheet 3NewSheet 4NewSheet 5NewSheet 6NewSheet 7NewSheet 8ANewSheet 8BNewSheet 9NewSheet 10NewSheet 11NewSheet 12NewSheet 13NewSheet 14NewSheet 15aNewSheet 15bNewSheet 16aNewSheet 16bNewSheet 17aNewSheet 17bNewSheet 18NewSheet 19NewSheet 20NewSheet 21NewSheet 22NewSheet 23NewSheet 24ANewSheet 24BNewSheet 25NewSheet 26NewSheet 27NewSheet 28