Loading...
HomeMy WebLinkAboutTacoma Power Bulkhead, Dock - SHX Letters / Memos - 10/11/2023 3628 South 35"Street Tacoma,Washington 98409-3192 TACOMA POWER TACOMA PUBLIC UTILITIES TACOMA ►Ur1.1C UTILITIES October 11, 2023 VIA EMAIL William Wilson and Richard Wall 4117 SW 1091h St. Seattle, WA 98146 williambwilson(cDcomcast.net richardlwall(o)comcast.net SUBJECT: Wilson &Wall Tree Removal on Tacoma Power Property Dear Mr. Wilson and Mr. Wall: The City of Tacoma, Department of Public Utilities, Light Division (Tacoma Power) was recently contacted to review the proposed replacement of a bulkhead and dock along the shoreline adjacent to your development lot. The proposed work will occur on Tacoma Power's Cushman Hydroelectric Project lands fronting your development lot No. 25B, Short Plat of Lake Cushman Eastside 1 Block 2 (CPN: 42333-51-02911). Tacoma Power has no obiection to you moving forward with regulatory permitting for the proposed bulkhead and dock on Tacoma Power property. The proposed action will require a permit from Mason County and issuance of a short-term license from Tacoma Power before any work occurs on Tacoma Power property waterward of 742 feet elevation. Please provide a copy of this letter to the regulatory agencies when you submit your plans to them. Feel free to contact me at 253-318-2527 or wwright(a�cityofta coma.org if you have any questions. Sincerely, Wyn{n'ae Wright Shoreline and Lands Coordinator Enclosures— Engineering plans, 10 pages, by Steven Morta, P.E., dated 5/11/2023 and 10/4/2023 (sheet 2) cc: Dori Bishop, City of Tacoma Integrated Northwest Construction, Authorized Agent Teresa Loo, Tacoma Power Kyrra Wilson, Tacoma Power _ ffi 'Wcsorv,!K s(: W0 ar 1a1 N Aftd#w vk►Ln., �ll Hbodmt VA 9&W Parcel* 42UMI-02911 r������. �• .fit _._ . _ i ♦ +1 Y t + c 4 {� �t 41. €'^, s r "'+{�-._rr4 •a*wiw M�•w+rs+nr.sa..r aL: Wit "MA?11p t i t mom , PRfJCENITIt]IV n«NUNc�wp«Nso PROPERTY OMER Vm'- V *m&l m Wmv MAIUIGADDAM 41178VYIMSt `\ Seattle,UV gM49 wE PROPERTYLOCd1TlOTY tet PNAHkNeNLNt,N Yl1paM=a 1 PARC'ELNLMBEft. 4233551-Mil �nMwm�e�ew - puwa�y LEGAL DEStRIPTIOft LAKE M NEASTS)E#1OL urraz,:ewewu+ 2 IT 256&VAX V2 LT 25A PCL $7'#ONti i�i1 KHEAD es prppttltwPrr anNwn I OF BIAM 45AF 049M PIER,RAMP, PROFESSIONAL£Nt#3: WTOGWOMPLLC i 1 ab£.NA.M 05 �jy P aM N N W (380310 W4flc2ll 2ti37 '` {3"289-O 0 C �0�WAS/y�� (�286�0998 b - 841a1N: $1,1d18&01.OdT1NNplvvamY LN, Caked Staves P.Mara,P,£. GEHL CONTRACTOR Is faprabd MNCmWudl&%LLC sre�Ni�e�usHl�p W PO,sbx um t +90 0310,VlW9Fk`,48 {2[!8)310 d238 3L77C a4VAN: CsratynQ�!Mr.�ratc�NV.Consbi�c7iin.cnm 7P ��„P x �l .�;r Cam CwvVn VMd&T�n,Owner S C �i,{:1�1' REFERENCE: LOCATION: 101 N Marine View Ln.,Hoodsnat.WA 98548 PROPOSED PROJECT:ADD PIER,RAMP,AND FLOAT I APPLICANT: VMNiam Wilson,et.al:it 42333 51-02911) ADJACENT PROPERTY OWNERS: LAT 1 LONG: 47.4879641 N 1-123.266471 W 1, N Side:Rains,Gordon&Gretchen(A 42333-51-02913) IN:LK CUSHMAN,ffA&HOODSPORT,WA 2, S Side:Hail Trese,Heidi C.(#:42333-51-M1 2) PAGE 1 of DATE: May 11,2023 COUNM MASON,ATE V%A WILUAM WILSON,et.al. CHANGES TO EXISTING STRUCTURES at 101 N Marine View Ln. Hvads ort WA 98548 Parcel#: 42333-51-02911 �.r SITE PLAN E S ;. NORTH w d LLI NOTE: CONSTRUCTION ACCESS WILL BE CUT IN ' EXISTING ' WOODBASED ON THE LAY OF THE LAND,TREES,AND SHRUBBERY,AND ANY IMPROVEMENTS. ALSO, STAIRS SLOPE STABILITY WILL BE MAINTAINED,E.G., EXISTING CZZ MINIMIZE REMOVAL OF TREES 8 VEGETATION. WOOD • CLtENT WILL PLANT 296 SF OF NATIVE VEGETATION ALONG STAIRS THE SHORELINE AND AT THE SOUTHWEST END OF THE LijQ s DISTURBANCE TO HILL SIDE-KEPT TOA MINIMUM PROPERTY CONTRACTOR WILL WORK WITH CLIENT ON THIS. •COMPACT EXCAVATOR TO BE USED:(Model# KX040-4R3T) CLIENT WILL REPLACE ENGLISH d • PILE DRIVER WILL BE ATTACHED TO EXCAVATOR IVY WITH NATIVE VEGETATION • ECOLOGY BLOCKS TO BE REMOVED BY COMPACT EXCAVATOR IN THIS AREA(Ref:List) CLIENT WILL USE NATIVE I VEGETATION 70 REPLANT NEW YClPf Pt 8 LKHEAD__ --- ---EXISTING WOOD RAMP THE AREA RE THE k-PREEN UPLAND& TREE FELL. 742r STATIONARY PIER(STAYS) _ kk c� r ----------------- r7. OF BLOCK Stairs _ --__- 3 5 6 BULKHEAD - TBR -su>TBR 26 E j 5'+5'-1tF'PinPile Supported (7t t�Y"'` (EXIS L STAYS} (TBR) 78' ,, ;s;t o BULKHEAD EXTENSION Req'd - i t ' FOR LONGTERM STABILITY IV OF 3 BLOCK 44.5'OF 3 BLOCK '1`, ,1;;; , of P{ER.RAMP.and FLOAT TALL BULKHEAD, i r ' ` ' (Ref: Geotec Rpt-Attached) EXISTING and PROPOSED TALL BULKHEAD, i j 0,1�4P' TO BE REMOVED (TBR} EXISTING DOCK(TBR) WATERFRONT FEATURES. (TBR) NEW 6'x 22'PIER LEGEND ECOLOGY BLOCKS: CEQ TBR TO BE REMOVED NEW 3'x 12'ALUM RAMP 2'X 2'X 4'TYPICAL -------- STRUCTIJRES(TBR)INCLUDING I V AND 44.5'OF EXISTING OHWM=738'AND IS LOCATED 3-BLOCK TALL BULKHEAD,STAIRS,AND 11'x 18'DOCK ALONG THE FACE OF THE 5'x 26.5`DOCK NEW 8`x 16'FLOA7 EXISTING ECOLOGY BLOCK I NEW PIER,RAMP,and FLOA7 TO BEAMED BULKHEAD NEW PIER,RAMP, NEW AYCtPINPiLE SUPPORTED BULKHEAD @ THE TOE OF THE AND FLOAT SLOPE AS SHOWN ABOVE. THE 2"DIA.GLV SCHEDULE 80 PINPILES MALL BE DRIVEN TO REFUSAL DEPTH THAT REQUIRES 1"=20 FEET CONTINUOUS SPECIAL INSPECTIONS USING ACERTIFIED PNEU MATIC DRIVER. REFUSAL DEPTH IS DEFINED AS NO FURTHER DOWNVORD MOVEMENT AFTER 2 MINUTES OF DRIVING. 0' 5' 10' 15' 20' 25' 30' 35' 40' TOP OF BULKHEAD WILL BEAT LEAST 2'ABOVE TOE OF SLOPE. LAKE CUSHMAN REFERENCE: LOCATIM 101 N Marine View Ln. Hocx port.W0.98548 PROPOSED PROJECT ADD PIER,RAMP,AND FLOAT AND APPLICANT VA"iamVMlson et.al:('#:42333.51•92911) REMOVE EXISTING STRUCTURES LAT f LONG: 47 4879641 N I-121266471 W AS SHOWN ADJACENT PROPERTY OWNERS: 1. N Side:Rains,Gordan&Gretchen(#:42333-51-02913) PAGE 1 of 1 DATE:Oct 4,2023F IN:LK CUSHMAN,NEAR:HOODSPORT,WA { 2, S Side:Halt Trese,Held€C.(#.42333-51.02912) COUNTY:MASON, TS ATE M IMW"MML.SON,et.at.:SWMENCYREPAIR WORK ON BULKHEAD at 101 SCALE us�_1 FEET-- - N Marine View Lane Hoodsport WA 98548 Parcel#: 42333-51-02911 f a 2' 4' 6 V 10' 12' 14' 16 NTS-Not to Scab -/ PNO/NENG t7E5: 8 TURN-SUCKLE 1. THE SIX(6)2"DIAMETER SCHEDULE 80 GLV PINPILES 11S S� D IRE CABe j - PRESENT AS SHOWN IN DIAGRAM TO THE LEARE DRIVEN TO REFUSAL DEPTH 1AATH THIS FT I _(__ ) EXISTING DOCK _ "—)I 1 111 -1 I 1 III �? 2. REFUSAL DEPTH IS DEFINED AS NO FURTHER DOWN WARD MOVEMENT AFTER 1-MINUTE OF DRIVING WITH 0 0 ENGINEER APPROVED PNEUMATIC HAMMER. tom) (1—i 1((=j t 3, INSTALL GLV METAL.STRAPPING TO FACE OF FAILED 1 i 1 1 I I —1 I! l i—! -1!I��I I III BULKHEAD TO SECURE IT THE MORE STABLE BLOCKS I ON BOTH THE NORTH AND SOUTH SIDE OF THE FAILED i I-- BLOCK LONG V*DWANCHORS(OR WW) 1 I 1-1 INSITU SILTLY LOAM l SOILS WITH GRAVELS:-:I 11=1 I I 1 =1 '). PER CODE CONTINUAL INSPECTION IS REQUIRED FIELD REPORT PREPARED TO DOCUMENT RESULTS RESULTS OF 11 AND COBBLES }— i � DRIVEN PILES INCLUDING LOCATION,DEPTH,AND TIE- BACK DETAILS(DEPTH Of TIE-BACK PINPiLE,ETC.) � 1 I 1 I I 5. INSTALL TURN-BUCKLE ONTO W'STRANDED WIRE ..; 1_111-111-�1 1I l=I 11-1 !=1 I 1=11 i 1-11 CABLE TO TAKE UP ANY LOOSE SLACK DUE TO ANY °-1) m MOVEMENT OF THE 2"DIA,GLV PiNPILES. I I 1=1!I=J 11=1 11=1 11=11 I=I 1 I-111-II i 4 - 05; � MIN Oa ���ST""� Lwvo sIEF�BH If 1/4'-1 FOOT FAILING BLOCK • 3 FAIUNG(INSTALL GLV METAL 2 x 4 KNEE BRACES(3).OCK 5 DECKAREA: 333.63 SQ.FT. STRAPPING PER NOTE 3 DO SAME ON N.SIDE OF BLK TIER LEVEL 1,2, &3) TO srAlatuzE DOCK(EXTEND " t3 RAMP: 52.62 SOFT OVER THE BULKHEAD). BULKHEAD: 45.5 LIN.FT. LAKE CUSHMAN , IL PIER: 247.89 SQ.FT P. ATV io PIER (o ` •p�.30758 ss�'DNAL ENG� REFERENCE: - LOCATION: 101 N Me+''rt1t y ew Ln sport WA 98548 PROP06ED PROJECT: RETROFIT DESIGN FOR APPLICANT: WW=Wssat,eLai.: t*4233.51-02911) L AT/L N 47.4879B41 N l-123.266471 W FAILING BULKHEAD ADJACENT PROPERTY OWNERS: 1. N Side:Rains,Gordan$Gretchen n(*42333 51 02913) PA E 1 F 1 DATES May 23,2023 NEAR TE.HOO©SF'bi2T,WA 2, S Sine:Hail Trese,Heidi C.1*42333-51 02912) r ani 114"=1 FEET WILLIAM tMLSC IC, et,al.: PfEt�RAMP,FLDA1 LDS/GJV at 109 pq in N Marine View Larne Hotdspartr WA 9&WBULKHEAC7 0' V 2' 3' 4' 5 6' T 8` i Eeo-Grate 62 of at least 50%functional deck surface. yr The remaining decking shall be 514 x 6'Alaska Yellow REFER TO ,, Cedar(AYC)wl 12"framing around perimeter of deck. w FOR FLOAT DETAIL The 50%functional grating means that light can pass 5 all the way to the water and is not obstructed by joists, floats,etc. 3I}degs 3'x 12'ALUM RAMP(36 S`Fj� MW.R MAL.AND USP'OSAL OF VaS7TNO 5tty tdNE r 6'x 22'PIER(132 5F) `5�I j a. Eco"y bulkhead - b. Deck behind bulkhead 11` (}„ 1` �„ o c. Pier P 5 ar 6 d. Ali concrete debris on shoreline not embedded an shoreline. ELEVATION BENCHMARK Enstalla6on of Edge t3urr�sars on 3 sides ��� e. Remve all mooring whips(if still attached)and retain for later and 2 canter bu rapers on front. reinstallation. @ TOP CORNER QF PIER f. With the exception of the eulogy blocks,all debris shall be 6 x 8 AYC GIRDERS wl2 x i0 AYC Rim Jcxsfs disposed of in a state-licensed landftg. ri CS BULKttM REPLACEMENT b + Construction of bulkhead set at toe of slope * 6"dia.ght steel piles driven to refusal depth and } tO requires continual inspectlan to x I • Piles shall be spaced 6'O.C.and extend 5T across face and Q7 return on each end onto hillside 5'(total of 67 lin.ft.) • Bulkhead shall be up to 7'tall. • 6 x 8 AYC boards shelf be attached to 6" files starting at 6 x 8 AYC GIRDERS with 2 x 10 AYC RIM JOIST pr � approximately T below grade and extend up to the top of ALL PILES 2 x 10 AYC (6j)6"Dik GLV PINPI S ALL HARDWkRE c� the pile(total of 9 foot bulkhead SHALL BE RIM JOIST DRIVEN TO REFUSAL BE GLVANIZED OR S(S s Face boards shall be attached using ghr 112"al-thread CAPPED DEPTH WITH THIS ENGINEER with 1t2:pressure plates and it2"nuts PRESENT USING 200+LS (TYPICAL) y, 2 x 4 AYC wilt be installed behind the 6 x 8s,run vertically ALUMINUM RAMP(w160%LIGHT HYDRAULIC HAMMER PASSAGE)AND RAILINGS ON OR EQUIV AS APPROVED 6"GLV STL PILES AGAINST (one per 6`section},and attached to 6 x Ss using T irrtberlar !NTH(REF: SHEET 6.0 BY THIS ENGINEER) BULKHEAD SHALL Geotech fabric will be installed behind bulkhead on the FOR TYPICAL RAMP) landward side BULKHEAD USING GLV 10 Bulkhead shall be backfilled with native sal TO aE EXrS77NCa 3Tr2lIG P. SURE PLATES AND it NUTS ALL-THREAD w/10PRES- � � � 1 . 's Slta R'ssfaatfon;After work is completed an bulkhead,carttrac� ��' •� � ��� � will grade out and plant hillside to any portion that was affected • 333.63 sq.ft.of deck over water �� Cif WAIg=Qy degs k31 dt ' construction s 247.89 sq.ft.of 16'x 16'pier rij��� 4'���, P, + 9 sq.ft.of wooden shoreline access stairs _ « instaltdon of edge bumpers on three sides and two corner bumpers * Wooden ramp(no sq.ft,over water) 3"PERFORATED DRAIN PIPE on"(Chard to choose from available colors provided by Contractor) • 634.14 sq ft.existing-296 sq.ft.proposed SHALL BE INSTALLED BEHIND =338.14%ft.reduction � � 5 4' AND AT THE BOTTOM OF THE Installation of 4 fold-down safety cleats on per C lent to choose is All debris aril amcrete wIIE be renovad +��C 75K� � BULKHEAD&1-115"DIA.WEEP approximate location S� ti HOLES SHALL BE INSTALLED + All hardware shall be galvanized or stainless steel BHA t l'° APPROK EVERY&O.C.(BE- - TWEEN EACH POST) REFERENCE: LOCATION: 101 N Ma Vlpw Ln.,Hoodsow.VVAO$.54$ PROD PROJECT:ADD BULKHEAD ON EACH APPLICANT: Wl(hamm VY ,et.al.: fri`:4233.51-02911} SIDE OF NEW PIER,RAMP,AND DOCK ADJACENT PROPERTY OWNERS: —T I��1�: 47.4879641 N t-123.266471 IN 1, N Side:Raine,Gordon&Gretchen(#:42333-51-02913) IN:LK CUSHMAN,_NQ&HOODSPMT,.ViA 2. S Side:Hag Trese,Heidi C.(ft:42333-61.02912) PAGE 3 OF 7 DATE: May 11,2023 (;()thy;MASON, TS ATE:VGA 1/4'=1 FEET 1MLUAM MLSON,st at; ELEVAT70N VIEW OF PIER and part of RAMP at 101 N Matins 411 f Wow Ln. Hoodsmt WA 98548 Parcel#: 42333-51-02911 0 1' 6x8AYC PLANKS CONNECTED TO �S x 12'RAMP(36 SF) 6'x 22'P1ER(132 SF)� wl(3) 14*x 6"LA BUL� wi(3)114"x 6"LAG SCREWS @ END OF ELEV.74r PLANKS per PAGE -'B oTELEV 739 5' {TOP OF PIE (TOP R} T _ 6 x 8 x 11'AYC GIRDER 6 x 8 x 11'AYC GIRDER EOHVW (NAVD-88) 5 LAKE LEVEL 1/4"THRU BOLTS ECCQ4i8-SD32 (TYPICAL U.N.O.) (114"THRU-BOLTS) a REFER TO PAGE 5 FOR IT x 16'FLOAT ' DETAIL g _ 6"DIA SCHED 80 GLV t d S ECCC 88 SOS2.5 STEEL PILE DRIVEN r - p TO REFUSAL DEPTH,LE., (114"THRIl-BOLTS) NO FURTHER DOWNWARD iP fc MOVEMENT AFTER 2 MINS OF DRIVING w/200+LB HAMMER (OR EQUIV.PER APPR.OF ENGR) CCQ-S"DS2.5 L7Nl,S�SONEFER TO NIA AAVSPARE ftE GLV STEEL SHIMS Iw'tap (TYPICAL FOR REQUIRED FOR ALL DRIVEN PILES,) PROPER FIT TO PILE //-2d z 3 a.Steps from upland to ramp(existing-to remain) b. Bulkhead(proposed and existing to be removed-TBR) ��1�F�,A c. Wooden ramp(existing-TBR) o d. Wooden dec c with steps to lakebed(existing-TBR) G9 �. e. Fixed pier(proposed and existing-TBR) f. Aluminum ramp(proposed) 9. Floating dock(proposed) h. Debris(existing TBR) q0 Q,f, �P-.3075$.� iv DNS C')STl:R1 `.1y�f' OlVAL �G REFERENCE: LOCATION: 101 N Marine View Ln..H-00sAort,W498548 PROP PROJECT,ADD PIER,RAMP,AND FLOAT APPLICANT William Mon,et,al:{aR:42333-51.02911) ADJACENT PROPERTY OWNERS; LAT/LONG: 47.4879641 N/-123,266471 W 1. N Side:Raine,Gordon&Gretdien(#42333-51-02913) PAGE 4 OF 7 DATE: May 11,2023 LOUNTY,MASON,STATE:HOO PORT,WA 2, S Side:Hall Trese,Heidi C.(*42333-51-02912) 1/4"=1 FEET WILLIAM WILSON. Bit.al.:RAMP and FLOAT"DESIGN at 101 0' 1' 2' 3' 4' 5' 6' T 8' N Marine View Lane M rt, WA 98548, Parcel#: 42333 51-02911 '�'RT" (2)6"DIA SCHED 80.GLV STEEL E CRADEL PILES DRIVEN TO THE 8'x 16'FLOAT (128 S� 3'x 12 ALUM RAMP(36 SF)� POINT OF REFUSAL,AND EXTENDED UPAT LEAST 18" w TO FORM DOCK RADLE GRATING ON s FLOAT TO 2 x 10 AYC FACIA MATCH PIER (6)24"Wx48"Lx24"H 16'-0" ' encased styra-foam billets. (866 lbs + FOUR FOLD-DOWN SAFETY CLEATS ON FLOAT; buoyancy each) 4'-6" T-0" 4'-6" CLIENT TO CHOOSE APPROXIMATE LOCATIONS 6 x 8 AYC GIRDERS& • REINSTALL MOORING WHIPS,IF REQUESTED 2 x 10 AYC FASCIA PILE GUIDES WILL BE EXTERNAL STABILIZER SLID GUIDES s ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL REFER TO PAGE I 0o FOR PIER NAIL COMPUI''E%UGHT PASSAGE: %={[TOTAL AREA-AREA OF BILLETS]/TOTAL AREA} Q , y 6 x 8 AYC GIRDERS ,`f PRE-FAB =1128-1(6)(2 x 4))r(128)x 100%=63%>60% OKAY ALUMINUM RAMP WITH RAILINGS ON C(RNnALLOWABLE#OFAD7MTSONFLM BOTH SIDES(MADE #w[(#OF BILLETS x BUOYANCY).(WT.OF FLOAT)]f 2M Li&ADUL 514 x 6 AYC DECK BOARDS BY OTHERS) EDGE AND CORNER ON EDGE AROUND FLOAT (REF: SHEET 4.0 =[(6X8W)-(Wr OF FLOAT)]t 200 = (5,200-2,500)i 200 BUMPERS TO MATCH TO MATCH PIER FOR TYPICAL PIERRAMP) = 13.5,SAY,.,Y"OF raApw,rs ON trffe'x f�,'FtOAr P.(2)6"DIASCHED 80 �.�OV WAS S! $•�� ZU2 3 POSITIONING STL PILES DRIVEN TO RE- FUSAL AND REQUIRES FOUR FOLD-DOWN SAFETY CLEATS ON FLOAT; CONTINUAL SPECLAL CLIENT TO CHOOSE APPROXIMATE LOCATIONS INSPECTION. POSITIONING ,p 30758.E PILES EXTEND UP ABOVE F01sn, � PILE GUIDES WILL BE EXTERNAL STABILIZER THE SURFACE OF THE PIER. ssidNAL �yb SLIDE GUIDES REFERENCE_ LOCATION: 101 N Marine View L+_ V\A 9t3548 PROPChSEI PROJECT`.ADD BULKHEAD ON EACH AF'PLICJ+NT: William Wisprt et.at.: (# 4233 51 02511} LAT t LONG: 47,4879641 N/-123,266471 W SIDE OF NEW PIER,RAMP,AND DOCK ADJACENT PROPERTY OWNERS: 1, N Side-Rain,Gordan&Gretchen(#42333-51-02913) Its:LK CUSHMAN,WAR.,HOODSPORT,WA 2. S Side:Hail Trese,Heidi C.(#:42333-51-02912} ?/�Sa ..`r.W4�7 DATE: May 11,2023 QpiJNTY MASON. T5 ATE:4!@4 114"=1 FEET MUJAM VML&W @ at. ELEVATION VIEW OF PIER,RAMP,FLOAT DESIGN at 101 N Maine View Ln. H WA PO Parcel 9. 42333-51-02911 3' 4' 5' 6' r IT 8'x 16'i`LOAT (128 SF) 3'x 12'RAMP(36 SE) 6'x 22'PIER(132 SF) GUIDE PILES 2) ELEV 742' D PILE STABILIZE (2) NOTE: (2)STUB PILES Em..7xv ARE ON BACK SIDE GLV ROLLERS(3) (TOP OF PIER) S x 8 AYC GIRDER OF FLOAT ELEV.738' u OHVw v; (NAVD-88) ts. LAKE LEVEL w 2 x 10AYC RIM BOARD a a uj ad ' TPICAL CROSS-SECTICd1 d'L x 2 W x 2'H Q-68-SDSZS AT"A"AND"B" ENCASED � DRIVEN TO REFUSAL STYRAFOAM Lo CONTINUOUS INSPECTION to BILLETS(6) REQUIRED 2 x 10 AYC RIM BOARD 866 LBS BUOYANCY PER BILLET 6"DW STEEL PILE DRIVEN TO REFUSAL DEPTH,I.E., NO FURTHER DOWNIAARD MOVEMENT AFTER 2 MINS OF DRIVING w/200+LB HAMMER G 4"x 4"GLV SQUARE STL (INSEWNUR TO,MQWTOR 7YPA,, Pit&OF MATTAChMEW TUBING CRADLE BEAM(2 AND PREFAM PJt E L)WVtNCd FIELD ff#_Off) (TYPICAL FOR DOCKCRNXE SUPPORT p ALL DRIVEN PILES.) �✓ �OF Wi1S/yJ� a ..,......�. d RE5lSTANf11 RANLGE i PP GROUND LEVEL uj w I • ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL L i > DRIVEN TO REFUSAL- > STUB C� CONTINUOUS INSPECTION d ` t .p�30758.�� ;yjv� t PILE{2} REQUIRED 8 fu to Al.6�G ECCQ-6"0$2.6 I REFERENCE: LOCATION: 101 N Maria@_,Ye.Ln..Hoodsoori WA 98548 APPLICANT. 1AMliam Wilson,et.at:W,42333-51.029111 PROP SED R{ C7.ADD PIER,RAMP,AND FLOAT L.AT 1 LONG: 47.4879641 N J-123.266471 W ADJACENT PROPERTY OWNERS: 1. N Side:Raise:Gordon&Gretchen(*:42333-51-02913) IN:LK CUSHMA N NEAR HOODSP{ T,VdA PACE B OF 2, S Side:Hall Trese,Heidi C.(8:42333-51-02912) 7 DATE: May 11,2023 COUNTY:MASON, Vim+ s z WILUAM WiLSON, et al., FLOAT AND RAMP DETAIL of 101 N Madne View Lane,Hoodspoit, WA 985M8,(Parcel#:42333-51-02911) TYPICAL FLOAT-ENCASQ sTM-Foam BILU7 DUAIL: iL Scottco Dock Hardware Y4:-rr ero ifUK:`,.:ra n;rt ha6yy"I boat d.cf 1/4*FtW W yinj uq-t Er a txm it wl frrsura Pu a dodo OWS WA to axe tc r1da out thnt:a-*ne"%%AM choM waters.Al dock h'rtMom A nw*ftr 1,4*'aarr w baltz wtd era Fat dppo f rfMr rkl aftm,I*V"»t+ar..OkrJ ,dwAre can s 60 awsd wr'th up to'r V*k turx w4 _..__. _.�..... ._ _ . TYPICAL 3'x 12`PRE-FAB ALUMINUM RAMP WITH GRATED SURFACE AND 50%LIGHT PASSAGE (HAND RAILS ON BOTH SIDES) it~ ✓ j! r ✓ 74`t � E �„ �•' �a4h i� r � 6kal f . � Wood Dock Piaui Kits I .1 . _. I I � N f .wv tFartkt y na t i i hlkf r cna' ticiCt 't2 rafad a{�aca to starti? lu rp[E SLR>,t8 ti fMavt Kits tnsy �vV ptyWS,� I�1 he krA*I-.a Vw oro Xd v 9 fur air,eaE!p to tvv1.fTt5\d k,t,,rhY.t you!MYe to h lid a mxxf fl.,owae:F e�tr*k t7a ret„t wan Ira!.'at;xt"ft.7Peig iR a r�rki.'><>!e i�-�ra s�t�r t��d*s dt"f Y^d�'sniifH t+`s:t?�r a:«,h��6a at rrxr: tY' C�'3► �::r�ttr+xnaeu:r..earn fa rrJr R1EE deiexu:Ckaic Wen K+tw,as wet as cKN'tame state tte ttip 1+' ,sR8WE ftM%,b4m and hro tU rr t s i wX nand, . ;075$ �dC L tiNG` REFERENCE: LOCATION: _WIN N Marine Drew o_Hkxx��po1 WA kLq PRd ED PROJECT:ADD PIER,RAMP,AND FLOAT APPLICANT Mom VVItson et.a!'(#42333 51-p2911) ADJACENT PROPERTY OWNERS: LAT I LdtdG: 47.4879641 N 1-121266471 W 1, N Side:Ratite,Gordon&Gretchen(#42333-51-02913) a L.K CUSHMAN,NEAR HOODSPORT,WA 2, S Side:Hall Trese,Had C.(*:42333-51-02912) PAGE 7 OF 7 DATE: May 11,2023 QQQ_Y MASON,STATE:WA Mooring Buoy Alternative: View while no vessel is moored System consists of a permanent anchor, anchor chain, removable non-floating line, optional small line recovery float. Non-floating anchor chain Small line recovery float retrieval line clipped to dock. to prevent loss. — Anchor Chain Retrieval Line (removable ;F-- Anchor Chain Permanent Anchor TACOMA POWER TACONA•YSi.0 VT1 -93 Mooring Buoy Alternative: View while vessel is moored System consists of a permanent anchor, anchor chain, removable non-floating line, optional small line recovery float. Non-floating anchor retrieval line shall Clip removed from dock be stored on dock Clip removed from chain once vessel is connected or vessel while once vessel is connected vessel is moored. • • :<----Anchor Chain t Permanent Anchor --�— TAGOMA POWER