Gu\J OF ALAS!(..</ PROJECT LOCATION : 55 1s.939N, "W T 76S, R 91 E, SEC 33, CRM ARCTIC OCEAN . PACIFIC OCEAN BERING SEA I I I I

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$ARCTC OCEAN TANANA.FARBANKS McGRAH BERNG SEA Gu\J OF ALAS!(..</. PACFC OCEAN PROJECT LOCATON : 55 1s.939N, 131.35.830"W T 76S, R 91 E, SEC 33, CRM!$

1 ARCTC OCEAN TANANA.FARBANKS McGRAH BERNG SEA Gu\J OF ALAS!(..</. PACFC OCEAN PROJECT LOCATON : 55 1s.939N, "W T 76S, R 91 E, SEC 33, CRM! POA SAXMAN MARNE SERVCE CENTER & BARGE ACCESS MPROVEMENTS LOCATON MAP APPLCANT: SOl/THtAST STEVEDORNG R&M ENGNEERNG-KETCHKAN 1429 TONGASS AVE KETCHKAN, N< KETCHKAN, AK DATE: 7/26/17 SHEET: 1 LOCATON: KETCHKAN, ALASKA

2 SOUTHEAST STEVEDORNG \ \ v,," PROPOSED FLL/ BREAKWATER PROJECT LOCATON ~ -</ ~ ~ 0 ~ S POA SAXMAN MARNE SERVCE CENTER & B.ARGE ACCESS MPROVEMENTS STE MAP SCALE 1 "=1 ooo APPLCANT: SOUll-E:AST STEVEDORNG R&M ENGNEERNG-KETCHKAN 1429 TONGASS AVE KETCHKAN, AK KETCHKAN, AK DATE: 7 /26/17 LOCATON: KETCHKAN, ALASKA SHEET: 2

$/ "iii-eel PLNG "" \ "" TOE OF NEW FLL SLOPE --~ MEAN, "" LOW WATER "" n POA-2017-425 "- SAXMAN MARNE SERVCE CENTER & BARGE ACCESS MPROVEMENTS STE MPROVEMENTS SCALE 1 "=60$

3 / "" (~NEW 16" DA. / "iii-eel PLNG "" \ "" TOE OF NEW FLL SLOPE --~ MEAN, "" LOW WATER "" n POA "- SAXMAN MARNE SERVCE CENTER & BARGE ACCESS MPROVEMENTS STE MPROVEMENTS SCALE 1 "=60 APPLCANT: SOVTHEAST STEVEDORNG R&:M ENGNEERNG-KETCHKAN 1429 TONGASS AVf. KETCHKAN, AK KETCHKAN, AK DATE: 7 /26/17 LOCATON: KETCHKAN, ALASKA SHEET:3

4 NEW ROCK EXST 30 RETANNG WALL\ BULDNG _Hn= : J;Hw~l4.s_ --~-l~-~-~-~-~-~-~-~-~ ~KExrsnN~ nownos :o -10 e ~NEW SHOT ROCK Fill ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ o+oo PROPOSED STACKED RETANNG WALL PROFLE 1"= NEW FLL SLOPE 20 WTL=~ ~~-~~~~~~~-~~~----=-==-=-=120,M/-LW=_l_ =--=--::: ~ / ,,.., -20 / / / ~~~~l~:-;delands NEW SHOT ROCK FLL -28--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ o+oo PROPOSED FLL SLOPE PROFLE POA SAXMAN MARNE SERVCE CENTER & BARGE MPROVEMENTS APPLCANT: SOUTHEAST STEVEDORNG 1429 TONGASS AVE KETCHKAN, AK DATE: 7 /26/17 SHEET: 4 PROFLES R&M ENGNEERNG-KETCHKAN KETCHKAN, AK LOCATON: KETCHKAN, ALASKA <

1/2 ~ 1 LENS OF 3" MNUS DRAN ROCK ALTER FABRC BEHND STONES TO RETAN ANES, MRAA 700X OR EQUAL EXSnNG GRADE 8" PERF. PPE WRAPPED----- N ALTER FABRC SURROUNDED BY 1 MN. OF JN MNUS 6" MN.

5 1/2 ~ 1 LENS OF 3" MNUS DRAN ROCK ALTER FABRC BEHND STONES TO RETAN ANES, MRAA 700X OR EQUAL EXSnNG GRADE 8" PERF. PPE WRAPPED----- N ALTER FABRC SURROUNDED BY 1 MN. OF JN MNUS 6" MN. COMPACTED AKDOT&PF D1 (95%) LEVELNG PAD EXCAVATE TO SUTABLE MATERAL AS APPROVED BY ENGNEER, BACKALL WTH D 1 AS NECESSARY ROCKERY RETANNG WALL DETAL NQTES: 1) THE LONG DMENSON OF THE ROCKS SHALL EXTEND NTO THE EMBANKMENT TO PROVDE MAXMUM STABLTY. 2) THE ROCK SHALL BE PLACED SO AS TO LOCK NTO TWO ROCKS; STAGGER JONTS. J) CONSTRUCT ROCKERY OF 5 MAN TO 2 MAN ROCKS WTH DECREASNG SZE FROM BOTTOM TO TOP. 2 MAN ROCKS 200 LBS MN, 700 LBS MAX, SZE 18n TO 28" 2 MAN ROCK LOCATON - TOP 3 FEET. 3 MAN ROCKS 700 LBS MN, 2000 LBS MAX, SZE 28" TO 36" J MAN ROCK LOCATON - 2 TO 6 FEET FROM TOP 4 MAN ROCKS 2000 LBS MN, 4000 LBS MAX, SZE 36" TO 48" 4 MAN ROCK LOCATON - 4 TO 8 FEET FROM TOP 5 MAN ROCKS 4000 LBS MN, 6000 LBS MAX. SZE 48" TO 54" 5 MAN ROCK LOCATON - BOTTOM TO 8 FEET BELOW TOP POA SAXMAN MARNE SERVCE CENTER & BARGE ACCESS MPROVEMENTS STACKED ROCK DETAL APPLCANT: SOUTHEAST STEVEDORNG 1429 TONGASS AVE R&M ENGNEERNG-KETCHKAN KETCHKAN, Af< KETCHKAN, AK DATE: 7 /26/17 LOCATON: KETCHKAN, ALASKA SHEET: 5

6 i< " ~ 1 WOOD PLATFORM WOOD STRNGERS 8" DA. STRUT 8" DA. STRUT TYPCAL SECTON 1 "=4 POA SAXMAN MARNE SERVCE CEmER & BARGE ACCESS MPROVEMENTS BREAKWATER lypcal SECTON APPLCANT: SOUTHCAST STEVEDORNG R&M ENGNEERNG-KETCHKAN 1429 TONGASS AVE KETCHKAN, AK KETCHKAN, f>j< DATE: 7/26/17 LOCATON: KETCHKAN, ALASKA SHEET: 6 WATER BODY: TONGASS NARROW

- - --........_..._.........- - - - -- -.. - - - - -.... - - - -.. 2o o PPE 9 REAKWATER - - - - - -=::::::: rhw - - ---- - - - -- - - - -- - - - - -- -- - - - - -- - -- - - - - -- - - - - - - - - - ----- - - - -.

7 _..._ o o PPE 9 REAKWATER =::::::: rhw Q_ M.lLW :: _._,, " ANCHOR SYSTEM PER DETAL THS SHEET., ::.1.QQ _......_.,......_ SECTON VEW 1 "= 50 HORZ. 1 "= 50 VERT. 58" BUOY NEW BREAK WATER 1/2" POA SAXMAN MARNE SEfMCE CENTER & BARGE ACCESS MPROVEMENTS BREAKWATER ANCHOR DETAL 6000 DANFORTH ANCHOR CEMENT BLOCK ANCHOR DETAL APPLCANT: SOlJTHEAST SDEDORNG R&M ENGNEERNG-KETCHKAN 1429 TONGASS AVf. KETCHKAN, AK KETCHKAN, AK DATE: 7 /26/17 SHEET: 7 LOCATON: KETCHKAN, ALASKA WATER BODY: TONGASS NARROW

8 i TMBER BULL RAL ---,-t---ar VOD N CONCRETE OR HOPE ALLET FLOAT TYPCAL FLOAT DETAL NEW WOOD FLOAT HTL~- MHW STACKED ROCK WALL TYPCAL SECTON 16" DA. STEEL PLE POA SAXMAN MRNE SERVCE CENTER & BARGE ACCESS MPROVEMENTS BREAKWATER ANCHOR DETAL APPLCANT: SOUTHE"AST STEVEDORNG R&M ENGNEERNG-KETCHKAN 1429 TONGASS AVC. KETCHKAN, AK KETCHKAN, Al< DATE: 7 /26/17 LOCATON: KETCHKAN, ALASKA SHEET: 8

$TYPCAL PLE CUTOFF ELEVATON +30.0 FT. ~ [ rl6.. x 1/2" WALL STEEL PLE OVERBURDEN a (\j lc) A AA A A APPROVED PLACEMENT.} DRVE PLES THROUGH OVERBURDEN TO 20-0" F POSSBLE.$

9 TYPCAL PLE CUTOFF ELEVATON FT. ~ [ rl6.. x 1/2" WALL STEEL PLE OVERBURDEN a (\j lc) A AA A A APPROVED PLACEMENT.} DRVE PLES THROUGH OVERBURDEN TO 20-0" F POSSBLE. PLES MAY BE DRVEN WTH ANY SZE HAMMER. 2.) WHEN 20-0" EMBEDMENT S NOT ACHEVED AND PLES EMBEDMENT S GREATER THAN 15-0~ PLES SHALL BE DRVEN 6" TO 12" NTO BEDROCK USNG A MNUM 15,000 FT-LB HAMMER. STEEL PLE SHALL HAVE OPEN ENDED CUTTNG SHOES NSDE FLANGE OVERBURDEN ROCK J.) WHEN 15-0 " EMBEDMENT S NOT ACHEVED, PLES SHALL BE SOCKETED 6- o" NTO ROCK USNG THE PLE AS A CASNG. DETAL - STEEL PLE NSTALLATON N.T.S. POA SAXMAN MARNE SERVCE CENTER & BARGE ACCESS MPROVEMENTS BREAKWATER ANCHOR DETAL APPLCANT:. SOUTHEAST STEVEDORNG R&M ENGNEERNG-KETCHKAN 1429 TONGASS AVf. KETCHKAN, AK KETCHKAN, AK DATE: 7 /26/17 LOCATON: KETCHKAN, ALASKA SHEET: 9

CITY OF BELLINGHAM PARKS & RECREATION DEPARTMENT

CITY OF BELLINGHAM PARKS & RECREATION DEPARTMENT CTY OF BELLNGHAM PARKS & RECREATON DEPARTMENT BOULEVARD PARK PATTLE PONT TRESTLE RENOVATON :\24\08\001\Pattle Point\Permit\PRMT 1.dwg, 7/8/2009 11:04:16 AM TDE ELEVATON E:HW 0.42 MHHW 8.51 MHW 7.70 MLW