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HomeMy WebLinkAboutPermit File BLD-2022-1040 5203 Doon Way City of Anacortes Invoice/Permit#: BLD-2021-1040 904 6th Street Applied date: 12/29/2021 P.O.Box 547 Issue date: 04/19/2022 _ 0, Anacortes, WA 98221-0547 Expire date: 10/16/2023 (360) 293-1901 Job Address: 5203 DOON WAY Permit Type: Single Family Interior Only Alteration Permit ANACORTES WA 98221-2911 Project: APN: P60031 Remarks: REMOVE EXISTING DOCK, PILINGS,AND RAMP AND REPLACE WITH NEW ONES. Owner: JASON SMITH Contractor: TBD Address: 5203 DOON WAY Address: ANACORTES WA 98221-2911 Phone: (443)345-9989 Phone: License#: General Information: Fees: Building Valuation 25500 Building Permit Fee 401.85 Plan Review Fee 261.20 State Building Code Fee Resi 6.50 Total Calculated: 669.55 Deposits/Receipts: 0.00 Total Due: 669.55 The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 11), illif ir PROJECT LOCATION i,� COLVILLEI 1o�C ODE co ��..,� A ,4" 8-1 Y 04�{ ` 1 ANACORTES tm. ��, �/ �EVERETT ®®®CHELAN r Z� � 'S � 891 �� �� SPOKANE N 4C o 9-. ,r SEATTLE 'uFIELD @Q / WENATCHEE TACOMA MOSES LAKE OLYMPIA ELLENSBURG ' i. YAKIMA ( N rINN RICHLAND KENNEWICK WALLA WALLA �f Ilk WASHINGTON PROJECT LOCATION *IlliA NAOORTDS k.k :URI?' ISLAND ALLANAN S D FZDAWO Z�LAND 4 A IMIB , B A Y S IN r T SECTION 27, T 35 N, R 1 E, WM No Scale PERMIT APPLICATION VICINITY MAP REFERENCE: PROPOSED PROJECT: REPLACE APPLICANT: TZ ENGINEERING, LLC EXISTING PIERS, PILES, RAMPS& FLOATS OWNER: JASON SMITH 5203 DOON WAY, P60031 IN: FLOUNDER BAY/BURROWS BAY ADJACENT PROPERTY OWNERS: LOCATION: 5203 DOON WAY NEAR/AT: ANACORTES LIU MUI-KAY,5205 DOON WAY LAT/LONG: COUNTY: SKAGIT JOANN RIANT,5201 DOON WAY PAGE 1 OF 7 DATE: 6/5/2021 STATE: WA 1— IL-- ', \ _LL [ I dF -.... \ .... r 1 . low conE„ .,. . . -L___LN)\_,,`,, CO _� rr-� �. �••-r, n,4e0 ` i t - � �``� �'�r'`�,1. 1 \111_ . - , -----, ' ,,,- -4,-/\ •,--' \----..-r:-7---- •\' -s- I I 7 1 -----{ 11'1_ ----- .'• V'' \,:"' \'... \---- ---. '\\' Skytint 1 , ' ,,,,,.,,,, (il Manna Cellar l 5201 ,�� _ _ n�,cf y ' F S yam. .' ;y� COV HOER Bq -_ � - err: III I4r`I1 1 —I1_ 740 SECTION 27, T 35 N, R 1 E, WM No Scale PERMIT APPLICATION PROJECT SITE MAP REFERENCE: LOCATION:5203 DOON WAY PROPOSED PROJECT: REPLACE EXISTING PIERS, PILES, RAMPS & APPLICANT: TZ ENGINEERING, LLC PAGE 2 OF 7 DATE: 6/5/2021 FLOATS If dirtwork or excavation work FOgCODE 4(o T Y { associated with this project vt, z exceeds 100 sq ft, a Stormwater m Minimum Requirement #2 form 4, 1891 44., O� will be required prior to 4cov6, \ beginning work. FIELD' \ FLOUNDER BAY \ 5205 \ TOP OF BANK PROPOSED 4'x40' RAMP \ / PROPOSED 6,5'x30' DOCK WITH 12" GALVANIZED STEEL PILINGS \1is PROPOSED PARALLEL AND OFFSET 6' FROM 6'x PROPERTY LINE CONCRETE \.-'- V ABUTMENT, , SEE SHEET 5 \ vl\Y FOR SECTIONS ♦ `I0 5203 • /(....___ �o . I \ o \ REMOVE EXISTING WOOD 5201 o EX WOOD CREOSOTE FLOAT, 4 CREOSOTE • PROPOSED 12" STEEL PILINGS, STEEL RAMP, WOOD PIER E CONCRETE I No water or other utilities are ABUTMENT I shown as run out to the dock. If water is to be run out, please 11 1�1 contact the water department. 740 Scale: 1"=20' PERMIT APPLICATION SITE PLAN REFERENCE: LOCATION:5203 DOON WAY PROPOSED PROJECT: REPLACE EXISTING PIERS, PILES, RAMPS & APPLICANT: TZ ENGINEERING, LLC PAGE 3 OF 7 DATE: 6/5/2021 FLOATS FRP GRATED DECKING. 62% LIGHT PERMEABILITY,100% COVERAGE,MIN 50% FUNCTIONAL FOg CODE Q' '4' CAllie6 71. All- 1P- 13. m > �u S� /IW I i \ >-‹ DOD CROSS iiiii Op:< Arm_ >< IIIIIII { ��FIELD 0, EMBER TYP —/ '— E INII I 61Cik WOOD WALER WOOD GRATING PLAN SUPPORT FRAMING ROTATIONALLY-MOLDED POLYETHYLENE FLOAT DRUM WITH EPS FOAM CORE. WOOD WALER 11II SARP SIM? 1 -:cTl SST 4.3 n n n n n n n n* I ri — .. r ri ELEVATION — — ROTATIONALLY-MOLDED POLYETHYLENE '�F �'1W'�� FLOAT DRUM WITH EPS FOAM CORE. TYPICAL FLOAT 0 12' 4' 8' +++___/// • SCALE:3/16"=1'-0" 6'6" FRP GRATED DECKING. 62% LIGHT PERMEABILITY,100% 12"DOCK CLEATS COVERAGE,MIN 50% FUNCTIONAL I Ii r i. (2)2x8 HDPE RUBSTRIPS 1 WOOD FRAME WOOD CROSS MEMBER 2 PER FLOAT DRUM ROTATIONALLY-MOLDED POLYETHYLENE D.�sZ iiIiiii FLOAT DRUM WITH EPS FOAM CORE. . �. � z A — A +S&lo NAL F''�t DATE: 12/29/21 Scale: 3/16"=1-0"' PERMIT APPLICATION DETAIL - TYPICAL FLOAT REFERENCE: LOCATION:5203 DOON WAY PROPOSED PROJECT: REPLACE EXISTING PIERS, PILES, RAMPS & APPLICANT: TZ ENGINEERING, LLC PAGE 4 OF 7 DATE: 6/5/2021 FLOATS ('QlowCODEc ED CONCRETE ABUTMENT O Allee {.2 PROPOSED C m GANGWAY TOP EL=16.0 PROPOSED 12"GALVANIZED STEEL PIPE PILE 4 ��FIELD113se� V./—� c— O' er/ �� _• _ '! /- —_ FRAM D FLOAT POSED OOD lie �—/— TIDE DATA: — EHW=+11.2 V MHW 7.2' MHHW=+7.8 /�/ _� MHW=7.2 /�///�� MLLW=0.0 /��///-- ELW=-4.15 ///�.R// "� /�� ELT-4.15 //�///J// // ///: b ASSUMED GROUND D z I ELEVATION-12 IIII I111 =III—III— 1 1 =111 1I— sgt q•/.,,- 11 = 43 729 s, w 4,s`9r0NAL. s''.- 0 1' 2' 4' 8' DATE: 12/29/21 _ SCALE: a°=r-o° Scale: 1/8"=1'-0" GANGWAY ABUTMENT CONNECTION PER MANUFACTURER 6'-0„ J c :d _ . a — a d ' " DOUBLE MAT#6 REBAR Q 1. @ 12"O.C.EACH WAY DOUBLE MAT#6 REBAR TYP. I @ 12"O.C.EACH WAY d I . 1 TYP. 1'-0" Scale: 1/2"=1'-0" PERMIT APPLICATION RAMP ELEVATION & ABUTMENT SECTION REFERENCE: LOCATION:5203 DOON WAY PROPOSED PROJECT: REPLACE EXISTING PIERS, PILES, RAMPS & APPLICANT: TZ ENGINEERING, LLC PAGE 5 OF 7 DATE: 6/5/2021 FLOATS QlogCODE w�4 -0YO9°t �� .1, CONICAL POLYETHYLENE n m ,, PILE CAP F J � o C>�FIELD SV' TYPICAL 012"PILE EL=+11.2'EHW EL=7.8'MHHW EL=0.0 MLLW EL=-4.15 ELW II I BOTTOM EL. APPROX.-12' =111=--=,_1 I1111= 1_-1 1=___— _ —11 E 11-111— I I—III—III—III—I I 1-1 1=1 I—I 1= -1 1=1 1 1=1 1=1 1 1- 1' 'I1—III- -11-1 I1= s -III- STEEL PILES : 111= w A.PILES SHALL BE ASTM A252 GRADE 3,WITH CARBON EQUIVALENCY NOT TO EXCEED 0.45.GALVANIZING IS REQUIRED FULL LENGTH OF PILES. SPIRAL WELD PIPE SHALL NOT BE USED.PILE SPLICES SHALL BE FULL-STRENGTH BUTT-WELDED WITH BACKING RINGS PER AWS SPECIFICATIONS.CARE SHALL BE INSIDE OPEN TAKEN THAT PILING REMAINS IN STRAIGHT ALIGNMENT THROUGH SPLICES.NO PIECE 111 1V1 11. CUTTING SHOE OF PILE LESS THAN 5 FT.LONG SHALL BE SPLICED ONTO A PILE. I uII I I I I A.ALL PILES SHALL BE DRIVEN.THE CONTRACTOR SHALL SUBMIT A PLAN FOR PILE . _ _".,'.", _ _ DRIVING.THE PLAN SHALL CONTAIN HAMMER TYPE AND DRIVING METHOD.THE III — I—I 1 1— - CONTRACTOR SHALL NOT MOBILIZE HAMMERS AND RELATED EQUIPMENT PRIOR —III—III I 1=1 I-1 TO RECEIVING WRITTEN APPROVAL OF THE PLAN.THE CONTRACTOR SHOULD -11 11111 1 I 1 11111 i 1 1 ALLOW ONE WEEK FOR REVIEW OF THE PLAN BY THE ENGINEER. B.DRIVING METHODS FOR ALL PILES SHALL UTILIZE A DRIVING TEMPLATE. C.ALL PILE INSTALLATION SHALL BE CONDUCTED WITH ENGINEER PRESENT.THE CONTRACTOR SHALL ASSIST ENGINEER IN MONITORING THE PILE DRIVING.THE CONTRACTOR SHALL MARK EACH PILE WITH 1-FT.INCREMENTS WITH EVERY 5-FT. TYPICAL PILE INCREMENT NUMBERED.FOR DETERMINATION OF PILE REFUSAL OR CAPACITY, THE CONTRACTOR SHALL MARK THE PILES WITH 1-IN.INCREMENTS DURING THE FINAL DRIVE.THE MARKS SHALL BE VISIBLE/READABLE FROM ALL SIDES OF THE PILE. .D, 'ZI,1 D.PILES SHALL BE DRIVEN WITH A VIBRATORY HAMMER WITH A MINIMUM RATED 'Cl''''{�_ ��h�lv'/`A•� ENERGY OF 25,000 FT:LBS.ANY HAMMER THAT CAUSES DAMAGE TO THE PILES COATING DURING DRIVING OPERATIONS SHALL BE SUBSTITUTED WITH AN ACCEPTABLE v ALTERNATE HAMMER AT NO ADDITIONAL EXPENSE TO THE OWNERIMPACT (1. HAMMERS SHALL BE SUPPLIED WITH NEW CAPBLOCK CUSHIONS,WHICH SHALL BE ,,,//N CHANGED AT THE MANUFACTURERS RECOMMENDED CYCLE.THE CONTRACTORS HOT DIP GALVANIZE DRIVING PLAN SHALL INCLUDE MANUFACTURERS RECOMMENDATIONS AND - ', , INFORMATION ON HAMMER CUSHION. ro % a E.PILES SHALL BE PLACED WITHIN 1%OF SPECIFIED VERTICAL ALIGNMENT AND p 4,31� 729 .(1 � WITHIN 2 IN.OF SPECIFIED LOCATION AT CUTOFF. ,4, ,Vots 1,eop �y F.PILES HITTING OBSTACLES,MISALIGNED PILES AND PILES THAT HAVE NOT �s3IONA L S.'46 ACHIEVED MINIMUM PENETRATION PRIOR TO REFUSAL SHALL BE PULLED BY THE *WWII WITH A VIBRATORY HAMMER AND RE-DRIVEN AT NO ADDITIONAL COST TO THE OWNER.A VIBRATORY HAMMER WITH A MINIMUM HYDRAULIC HORSEPOWER AND MINIMUM ECCENTRIC MOMENT TO PULL PILING MUST BE Please submitEngineer's AVAILABLE AND ON SITE DURING ALL PILE DRIVING OPERATIONS. DATE:E: 1 2/26/21 G.PILE LENGTHS SHALL BE SUPPLIED AS SPECIFIED.PILES SHALL BE DRIVEN UNTIL report on piling placement REQUIRED PILE CAPACITY IS OBTAINED.PILE CAPACITY WILL BE DETERMINED SOLELY BY THE ENGINEER prior to finalinspection. No Scale PERMIT APPLICATION DETAIL - TYPICAL PILE REFERENCE: APPLICANT: TZ ENGINEERING, LLC PAGE 6 OF 7 DATE: 12/26/2021 SHEET NOTES: FOgCODEco 1T Y fe 44.c- 1. ALL DOCK SUPPORT PILES SHALL BE 12"fix 1/2"t, GALVANIZED. Ci I I I I 1891 4COR‘ o ��FIELD Sep SEE TYPICAL i © PILE SPLICE WELD DETAIL � � M 45" Nuhl 111P1 \\ 3/16" E BACKING RING CURVED FOR TIGHT FIT TO BASE METAL TYPICAL PILE SPLICE DETAIL SPLICE WELD TYPICAL FOR ALL FIELD PIPE PILE SPLICES (SHOP WELDS, IF REQ'D. SIMILAR) ►emcvD 43,�, IV w %sgr°NAL DATE: 12/26/21 No Scale PERMIT APPLICATION PILING DETAIL 2 REFERENCE: APPLICANT: TZ ENGINEERING, LLC PAGE 7 OF 7 DATE: 12/26/2021