PROJECT LOCATION · project location arctic ocean bering sea purpose: pl. hope 0 0 pacific ocean...

EAST

PROJECT LOCATION

Arctic Ocean

Bering Sea

PURPOSE:

Pl. HOPE

0 0

Pacific Ocean KEY MAP SCALE: N.T.S.

WARD COVE DREDGING & UPLANDS RESTORATION

ADJACENT PROPERTY OWNERS: WARD COVE SEAPORT, POWER SYSTEMS AND SUPPLIES ALASKA

DWG. FILE: Pl_Cover _Dredge. dwg.

MHHW MHW MU.W ELW

REGIONAL MAP SCALE: N.T.S.

ELW IS ESTIMATED FROM NOAA FEB 2010 CONCEPTS

KEY AND REGIONAL MAPS

APPLICA llON BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES SOUTHEAST REGION

WARD COVE AMHS FERRY TERMINAL & MOORAGE FACILITY

PROJECT NO. 70006 AT: WARD COVE, KETCHIKAN, ALASKA

LOCA TEO IN: TOWNSHIP 75 SOUTH RANGE 91 EAST SECTION 30, CRM

SHEET: 1 OF 17 OA TE: 01/06/15 JOB NO.: 26221226 REV.:

PURPOSE: WARD COVE DREDGING & UPLANDS RESTOR A TJON


ltProject location is in the Marine perable Unit which encompasses Ward Cove (approximately 250

SCALE: N. T.S.

VICINITY AND LOCATION MAPS WARD COVE

NOT TO SCALE

APPLICA TlON BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES SOUTHEAST REGION

acres per EPA)


PROJECT NO. 70006 AT: WARD COVE. KETCHIKAN, ALASKA

LOCATED IN: TOWNSHIP 75 SOUTH RANGE 91 EAST SECTION 30, CRM

SHEET: 2 OF 17 DATE: 01/06/15 DWG. FILE: P2_ Vicinity_Dredge_Frorn DOT.dwg. JOB NO.: 26221 226 REV.:

PURPOSE:

POWER SYSTEMS AND SUPPLIES ALASKA

(SPOKEL Y) PROPERTY



DWG. FILE: P.3_Exisi tng Site_Drc:dge.dwg.

EXISTING SITE

APPLICATION BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILI TIES SOUTHEAST REGION




SHEET: 3 OF 17 DATE: 01/06 15 JOB 1\0: 26221226 REV.:

PURPOSE: WARD COVE DREDGING & UPLANDS RESTORATION


DWG. FILE P4_Proposed Dredging_Rl dwg

APPUCA TION BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATI ON & PUBLIC FACILI TIES SOUTH EAST REGION




SHEET: 4 OF 17 DATE: 01/06/1 5 .JOB NO: 2622'22E REV.:



ITEM QUANTITY

DREDGE SEDIMENTS 64,000C.Y.

ROCK EXCAVATION 6,000C.Y.

FINISHED SURFACE AREA (USABLE AREA) 30,000 S.F.

TOTAL FILL AREA (EMBANKMENT & RIRAP SLOPES) 111,800 S.F.

EMBANKMENT & RIRAP FILL AREA BELOW HTL 64,800 S.F.

TOTAL FILL VOLUME (EMBANKMENT & RIRAP) 48,900C.Y.

FILL VOLUME BELOW HTL 41,800 C.Y.

TOTAL RIP RAP VOLUME 14,700 C.Y.

RIPRAP VOLUME BELOW HTL 11,700C.Y.

PROPOSErfPHASE I EARTHWORK

APPLICATION BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC F ACIUTIES SOUTHEAST REGION

SUNKEN LOG REMOVAL 36,900 S.F.

TOTAL DREDGE AREA 163,000 S.F.




SHEET: 5 OF 17 DATE: 01 /06/15 DWG. F LE: P5_Phose I Proposed Earthworl< .dwg JOB NO. : 26221226 REV.:



APPLICATION BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES SOUTHEAST REGION

DWG. FILE. . P6 Phose II Pt opo.;cd BcrH·· Const dwg



LOCATED IN: TO'M\ISHIP 75 SOUTH RANGE 91 EAST SECTION 30, CRM

SHEET: 6 OF 17 DATE: 01 06/15 .08NO : ' 6 "21226 REV.:


ADJACENT PROPERTY O~ERS: WARD COVE SEAPORT, POWER SYSTEMS AND SUPPLIES ALASKA

APPLICA llON BY: STATE OF ALASKA DEPARTMENT OF TRAN SPORTATION & PUBLIC FACILITIES SOUTHEAST REGION

OWG FILE. P7 _Phos~> I I Proposed Berth ( l;;.nsic" uv.;)




SHEET: 7 OF 17 DATE: 01 06 15 r B NC :.c .. _ ":6 REV.:

MATCH LINE A-A

0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00

00.00 ~------------1-------------~------------+-------------+-----------~t 00.00 ROPOSED FINISH GRAOE

40.00 40.00

30.00 30.00

20.00 20.00

10.00

EX~s~::::o~:: / ----------- X\\, DREDGED ROCK , ORSORROW ',

0.00 (34,200 CY) ', ..._

...._MHW----

ROPOSED 4' THICK RIPRAP (14,700 CY)

10.00

0.00

-10.00

-20.00

'

EXISTING GROUND/'''',

'

PROPOSED RIPRAP TOE

-10.00

-20.00

-30.00 PROPOSED ·30' DREDGE DEPTH (45,000 CY)

-40.00 + -+--f--l--l--t--t--+--,--+--f--lf----r--+--+-+--,--+-- t--1--t- -40.00

0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00

A PROFILE UPLANDS AND DREDGING MATCH LINE A-A

P8 SCALE 1"•80' VERnCALEXAGGERATION 1H.2V

MATCH LINE A-A MATCH LINE B-B

5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 10+00.00

20.00 -+---------+-------1-------t------...a~HTL.I--------+ 20.00 ....!.. MHW·----

10.00 10.00

---- /EXISTINGGROUNO

- -0.00

PROPOSED -30' DREDGE DEPTH (45,000CY)

0.00

-10.00

-20.00 -- -20.00

-30.00 +-----------------c:..._-...::....,, -30.00 .... .... ...

' -40.00

-50.00

-60.00

' ' ', -----40.00

______ ..... ------------ ·50.00

-60.00

-70.00 + -+--+--l--.--t--t--+--+--+--t--lf---1--+--+-+--,--+--t---l--+- -70.00

5+00.00 6+00.00 7+00.00 8+00.00 9+00.00 10+00.00

MATCH LINE A·A MATCH LINE B-8

PROFILE DREDGING SCALE: 1"•80' VERTICAL EXAGGERATION 1H:2V



DWG FILE: P8_Profiles.dwg.

0

PROFILE UPLANDS AND BASIN

80 160


PROJECT NO. 70006 -------'- - ---'-l!'...,_="'_ .____. Feet AT: WARD COVE, KETCHIKAN, ALASKA

APPUCA TlON BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES SOUTHEAST REGION

LOCATED IN: TOWNSHIP 75 SOUTH

SHEET: 8

RANGE 91 EAST SECTION 30, CRM

OF 17 DATE: 01 06 15 JOB NO.: 26221226 REV.:

MATCH LINE B-B

14+50.00 15+00.00 16+00.00 17+00.00 18+00.00 19+00.00 19+50.00

20.00 HTL---+--- -+ 20.00

10.00 10.00

0.00

-10.00

BOLLE'S LEDGE~ SUNKENLOGS~

EXISTINGGROUNO~ cb-~ b t=L------- -,

0.00

-10.00

____ ..c::::=~- r-- - ',, -~/ ',

-20.00 -20.00

-30.00

-40.00 ---50.00

;~~~~-----------~----~,-----------~- ........

' PROPOSED .JO' DREDGE DEPT>< - - ---

(25,000 CY)

-30.00

-40.00

-50.00

-60.00 -60.00

+--+-----r--+--+---+--+--+---+--+--+---+--+--+---+--+---+--t- -t---+---+- -70.00 -70.00 -1

14+50.00 15+00.00 16+00.00 17+00.00 18+00.00 19+00.00 19+50.00

MATCH LINE B-B

A PROFILE BOLLES LEDGE P9 SCALE: 1"=80' VERTICAl EXAGGERATION 1H2V



DWG. FILE: P9_Profiles Bolles.dwg .

PROFILE BOLLES LEDGE

80 160


PROJECT NO. 70006 -----...~-----'~~L:=o=--._____, Fee AT: WARD COVE, KETCHIKAN, ALASKA

0

APPLICA llON BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATI ON & PUBLIC FACILITIES SOUTHEAST REGION

LOCATED IN: TOWNSHIP 75 SOUTH

SHEET: 9

RANGE 91 EAST SECTION 30, CRM

OF 17 DATE: 01 06 15 JOB NO.: 26221 226 REV.:



DWG FILE PlO_UpiOt'd dwg





SHEET: 10 OF 17 DATE: 01/06/15 J( g 1,(1 2o2:::1 226 REV.:

30'

PURPOSE:

390'

60' TYP

1 COVERED PEDESTRIAN WALKWAY

~ PILE

CAP(TYP)

- RIPRAP

PILE (TYP) J


ADJACEN T PROPERTY OWNERS: WARD COVE SEAPORT, POWER SYSTEMS AND SUPPLIES ALASKA

DWG FILE: P1 1_Eieva tion _ TrestleRl dwg.

3 PILE MOORING DOLPHIN, 2 EA TYP

16' x 235' CONCRETE OR T IMBER MOORING FLOAT

PLAN SCALE: N.TS.

vHTI. +20.0±

.. MLW 14 4'

ELEVATION SCAL£ N.T.S

TRANSFER BRIDGE

105'

TRESTLE & TRANSFER BRIDGE

APPLICATION BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC F AGILITIES SOUTHEAST REGION



LOCATED IN: TOWNSHIP 75 SOUTH RANGE 9 1 EAST SECTION 30, CRM

SHEET: 11 OF 17 DATE: 01 /06/15

JOB 1\JO.: 26221226 REV.:



DWG. FILE: P12_ Trestle_Section.dwg.

r MUDLINE VARIES

2.-·.a·

COVERED PEDESTRIAN WALJWIAY

16'·0"

TRESTLE TYPICAL SECTION SCALE: N.T.S.

TRESTLE -TYPICAL SECTION

APPLICA llON BY: STATE OF ALASKA DEPARTMENT OF TRANSPORT A llON & PUBLIC FACILITIES SOUTHEAST REGION

CONCRETE BARRIER, TYP

CONCRETE DECK

S7 HTL +20.0':1:

MHW+14.4'

MLLWOO'

ELW-5.0'




SHEET: 12 OF 17 DATE: 01/06/15 JOB NO.: 26221226 REV.:

TRANSFER BRIDGE SECTION SCAI.£: N.T.S.

COVERED PEDESTRIAN WAu<:WAY

1-11.2" 0 STD. PIPE HANDRAIL

EXPANDED METAL GRATING

OPEN STEEL GRID BRIDGE DECK

24'

1e·-o·

4'

TUBE STEEL SUPPORT MEMBERS

STEEL ACCESS CATWALK SECT ON SCA1.£: N.T.S.



DWG. FILE: P13_Sections_Bridge.dwg.

TYPICAL SECTIONS TRANSFER BRIDGE

AND STEEL CATWALK


STEEL BARRIER, TYP

STEEL GIRDERS, TYP

4 EA REQ'O PHASE 1

12 EA REO'D PHASE II

NOTE: i:ifNGTHS VARY (TYP 40'±) SEE PLAN

Hn +20.0'±

MHW+14.4'




SHEET: 13 OF 17 DATE: 01 /06/15

JOB NO.: 26221226 REV.:

CYUNDRICAL FENDER, TYP

l CONCRETE OR

STEEL FLO/ 4' X 55' STEEL ACCESS CATWALK

VERTICAL RUBBER FENDER, TYP

4' X 57' STEEL ACCESS CATWALK NEW VEHICLE TRANSFER BRIDGE

180'-0"

PLAN SCAL~ N T.S

140'-0"

STEEL ACCESS CATWALK, TYP

VERTICAL

r ,, .,,, CYUNDRICAL FENOER,TYP



DWG. FILE: P14_Pion_Fioot.dwg.

MUDUNE EL ·32±'

ELEVATION SCALE NT S

FLOATING DOCK

APPUCA llON BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC FACILITIES SOUTHEAST REGION

4' X 55' STEEL ACCESS CATWALK

WATER SIDE FLOAT RESTRAINT DOLPHIN, TYP

¥ EHW+20.0±

MLLWOO'

ELW-5.0'

36'" OD STEEL PLUMB PILE, TYP (4 PILE PER EA DOLPHIN)




SHEET: 14 OF 17 DATE: 01 06 15 JOB NO : 26221226 REV.:

4' WIDE STEEL ACCESS CATWALK, TYP SEE PLAN

NON·SKlD SURFACE: EPOXY·GRJT COATING

STEEL BATIER PILE, TYP

BOLLARD

STEEL PLUMB PILE. TYP

4' WIDE STEEL ACCESS CATWALK

PIPE CROSS MEMBER. TYP

30"0 STEEL BATIER PILE, TYP (2 TOTAL)

30"0 PLUMB PILE, TYP (2 TOTAL)

tl'·r

ELEVATION SCALE: N.T.S.

4 - PILE BERTHING DOLPHIN PURPOSE:



DWG. FILE: P1 5_Pion _Dolphins.dwg.


FENDER PANEL WITH UHMW FACING

CYLINDRICAL FENDER. TYP

PIPE HAWSER RAIL & BRACE, TYP

STEEL FENDER PANEL WITH UHMW FACING

GRAVITY CHAIN, TYP

6 EA PHASE II 11 EA PHASE Ill



LOCATED IN: TOWN SHIP 75 SOUTH RANGE 91 EAST SECTION 30, CRM

SHEET: 15 OF 17 DATE: 01 06 15 JOB NO.: 26221226 REV.:

30"12J STEEL BATIER PILE, TYP (3 TOTAL)-----......

PURPOSE: WARD COVE DREDGING & UPLANDS RESTORAnON


DWG. FILE: P16_Pion_Lcod Dolphin.dwg.

PLAN SCALE: N.T.S.

PIPE CROSS MEMBER. TYP

30"12J STEEL PLUMB PILE, TYP (3 TOTAL)


APPLICA nON BY: STATE OF ALASKA DEPARTMENT OF TRANSPORTATION & PUBLIC F ACILinES SOUTHEAST REGION

STEEL FENDER PANEL IMTH UHMWFACING

CYLINDRJCAL FENDER ,TYP

FENDER PANEL IMTH UHMWFACING

CYLINDRICAL FENDER, TYP

GRAVITY CHAIN, TYP

2 EA PHASE II 2 EA PHASE Ill




SHEET: 16 OF 17 DATE: 01 06 15 JOB NO.: 26221226 REV.:

PLAN SCALE: N.T.S.

I I

/ I

' ' ~

BOLLARD PILE

r-........ _, DOLPHIN RAILING NOT SHOWN

......... #-- :u..- ~ - r==~, ,·==..,.,...~~ ,=

I 1 I I\ \ I I I I \ \

I I I I \ \




DWG. FILE: P17 _Pion _MooringRev1.dwg.

MOORING DOLPHIN


4' WIDE STEEL GM4GWAY TO FLOAT TYP.

4' WIDE STEEL GANGWAY TO FLOAT TYP.

24" - BATTER PILE TYP.


PROJECT NO. 70006 AT: WARD COVE. KETCHIKAN, ALASKA


SHEET: 17 OF 17 DATE: 01/06/15 JOB NO.: 26221226 REV.:

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PROJECT LOCATION · project location arctic ocean bering sea purpose: pl. hope 0 0 pacific ocean...

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