DS2S - Alaska District, U.S. Army Corps of Engineers › Portals › 34 › docs...POA-2012-922, Miluveach River\rConocoPhillips - DS-2S\rDrawings dated February 8, 2013\rSheet 1 of

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

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SHARK TOOTH OR ILL SITE OS -2S CIVIL PACKAGE COVER SHEET

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J4CO9MRRText BoxPOA-2012-922, Miluveach RiverConocoPhillips - DS-2SDrawings dated February 8, 2013Sheet 1 of 34

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Oliktok Pt.

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Miluveach River

0 2.5 5 MilesNovember 1, 2012

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DS2SDevelopment Pad



SHEET 3

TOF 1?S1' "1

DRILL SITE PLOT PLAN

"nntll c I r TABLE

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ELEVATIONS DATUM BRITISH PETRil.EUN NEAll SEA LEVEL

MATERIAL GRAYEL fILL DR ILL PAD TUNDRA F'ODTPR INT DR ILL PAD SNOI FENCE

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DRAWN:

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DATE:

11 A-A 11 SECTION VSM's INSTALLATION

CONFIGURATION (REF. WG SK-16-100)

ECM NO:

CC NO:

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SUB JOB NO: DRAWING NO:

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.... GRAVEL

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REFERENCE FILES SHEET CEO-DS2S-3014 ACCESS ROAD PLAN & PROFILE

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- 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

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24• DIA. CULVERt

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-- - ---- -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


ISHEEf 4 OF 61



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


ISHEEf 5 OF 61



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


ISHEEf 6 OF 61



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



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



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



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



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



XXX-XXXX-3:3 0000 S6~0-G"~ :oN ~NIMV~a :oN sor sns :aN sor

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REFERENCE DWG NO/SHT NO:

\ 0~

6'-6 1/2"±

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No. EE-XXXX-XXX

1A

IDENTIFICATION PLATE TO BE 8'-0" FROM GROUND LEVEL AND AT RIGHT ANGLE TO LINE.

l

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CROSSARM TO POLE CONNECTION TYPICAL (3) PLACES

( ) ( ) I ' I '

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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.

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rFIRST CROSSARM TO FACE I STARTING DEADEND

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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

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•

07-27-2012

1:20

2

I

JOB NO: SUB JOB NO:

3

I 4

I 5

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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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TYPE V(M2) 541'12 WOOD 3- POLE DEAD END

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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

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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



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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~ 11 -BAY p.\ - -l8 -- ---i?: r-::= 17 RRisoN 18 1:fl="' \'~, - _,_ 13 ___ 15 14

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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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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


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SHEET 29

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J4CO9MRRText Box

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

Documents

DS2S - Alaska District, U.S. Army Corps of Engineers › Portals › 34 › docs...POA-2012-922, Miluveach River\rConocoPhillips - DS-2S\rDrawings dated February 8, 2013\rSheet 1 of