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HomeMy WebLinkAboutPermit File BLD-2021-1003 5307 Doon Way (3)PROJECT LC WASHINGTON ADJACENT PROPERTY OWNERS: A - KELLER TRUST, 1909 SKYLINE WY PROJECT LOCATION A - SKYLINE MARINA HOLDINGS LLC, 2011 SKYLINE WY LOCATION A: B - JOHN IVE, 5207 DOON WAY BRUCE CAY, 2001 SKYLINE WAY, P80330 AIVA00PR,-D15 B - DAHL CHRIS, 5309 DOON WY LOCATION B: B - BARBARA STROUP, 2001 COVE PL BsL�NDDw B - JAMES FREDERICK, 2007 COVE PL SARA VAN ZANDT, 5301 DOON WAY, P60013°w ALLAN B - NACHTWEIH DENNIS, 2010 COVE PL JOHN LEONE, 5303 DOON WAY, P59636 s AND FZDAZ,00 JIM HAIGHT, 2003 COVE PLACE, P60027 ZSLAl D ETHAN LEE, 2004 COVE PLACE, P60015 B A Y RONALD GIARD, 2005 COVE PLACE, P60026 KEITH SLETTEN, 2006 COVE PLACE, P60016 LOCATION C: THOMAS GARCIA, 5305 DOON WAY, P59635 WILLIAM STINSON, 5307 DOON WAY, P59634 RONALD GIARD, 2008 COVE PLACE, P60017 SECTION 27, T 35 N, R 1 E, WM No Scale PERMIT APPLICATION VICINITY MAP REFERENCE: LOCATION A: 2001 SKYLINE WAY PROPOSED PROJECT: IMPROVE APPLICANT: TZ ENGINEERING, LLC LOCATION B: 5301/5303 DOON WAY EXISTING PIERS, PILES, RAMPS & 2004/2005/2006 COVE PLACE FLOATS ADJACENT PROPERTY OWNERS: LOCATION C: 5305/5307 DOON WAY A - SEE LIST 2008 COVE PLACE IN: FLOUNDER BAY / BURROWS BAY B - SEE LIST LAT/LONG A: 48°29'34"N / 122°40'42"W NEAR/AT: ANACORTES LAT/LONG B: 48°29'42"N / 122°40'36"W COUNTY: SKAGIT PAGE 1 OF 7 DATE: 4/20/2021 STATE: WA 1909 W 2001 (A 2011 FC OV Nt)ER 8 Ay 5309 5307 5305 © 5303 O5301 B 5215 © 2004 2006 2008 2001 2010 2003 2005 5207 2007 SECTION 27, T 35 N, R 1 E, WM Scale: 1 "=300' PERMIT APPLICATION PROJECT SITE MAP REFERENCE: LOCATION A: 2001 SKYLINE WAY PROPOSED PROJECT: IMPROVE APPLICANT: TZ ENGINEERING, LLC LOCATION B: 5301/5303 DOON WAY EXISTING PIERS, PILES, RAMPS & 2004/2005/2006 COVE PLACE FLOATS ADJACENT PROPERTY OWNERS: LOCATION C: 5305/5307 DOON WAY A - KELLER TRUST, 1909 SKYLINE WY 2008 COVE PLACE IN: FLOUNDER BAY / BURROWS BAY A - SKYLINE MARINA HOLDINGS LLC, LAT/LONG A: 48°29'34"N / 122°40'42"W NEAR/AT: ANACORTES 2011 SKYLINE WY LAT/LONG B: 48°29'42"N / 122°40'36"W B - DAHL CHRIS, 5309 DOON WY COUNTY: SKAGIT B - NACHTWEIH DENNIS, 2010 COVE PL PAGE 2 OF 7 DATE: 4/20/2021 STATE: WA 5301 FLOUNDER BAY p/L Fk �COq I' REPLACE EX co 9'x36' FLOAT WITH NEW 46' FLOAT REPLACE 14 WOOD CREOSOTE PILINGS WITH 12" CIO) GALVANIZED STEEL PILINGS 42r i 6 EX WOOD CREOSOTE i i PROPOSED 12" STEEL i i k 2006 2004 2008 \ ♦ 2010 Scale: 1 "=20' PERMIT APPLICATION LOCATION B & C - PLAN LOCATION B: 5301/5303 DOON WAY 2004/2005/2006 COVE PLACE REFERENCE: LOCATION C: 5305/5307 DOOM WAY PROPOSED PROJECT: IMPROVE 2008 COVE PLACE EXISTING PIERS, PILES, RAMPS & APPLICANT: TZ ENGINEERING, LLC PAGE 3 OF 7 DATE: 4/20/2021 FLOATS 5309 FLOUNDER BAY REPLACE EX 8' x36' FLOAT WITH NEW 46' FLOAT o EX WOOD CREOSOTE • PROPOSED 12" STEEL V V i I r I IL �V- VlLL-L/ STEEL PILINGS 46' _ 36 5301 1 Scale: 1 "=20' PERMIT APPLICATION LOCATION B & C - PLAN LOCATION B: 5301/5303 DOON WAY REFERENCE: LOCATION C: 5305/5307 DOON WAY PROPOSED PROJECT: IMPROVE EXISTING PIERS, PILES, RAMPS & APPLICANT: TZ ENGINEERING, LLC PAGE 4/5 OF 7 DATE: 4/20/2021 FLOATS EL = 16' CUT OFF EL = +11.2' EH W EL = 7.8' MHHW EL = 0.0 MLLW EL = -4.15 ELW BOTTOM EL. APPROX. -12' STEEL PILES: W =JIB A. PILES SHALL BE ASTM A252 GRADE 3, WITH CARBON EQUIVALENCY NOT TO �1JJ 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 CUTTING SHOE OF PILE LESS THAN 5 FT. LONG SHALL BE SPLICED ONTO A PILE. . iMs, I I I I l iA. ALL PILES SHALL BE DRIVEN. THE CONTRACTOR SHALL SUBMIT A PLAN FORPILE __ _DRIVING. THE PLAN SHALL CONTAIN HAMMER TYPE AND DRIVING METHOD. THE I-_III_CONTRACTOR SHALL NOT MOBILIZE HAMMERS AND RELATED EQUIPMENT PRIOR -III-I TO RECEIVING WRITTEN APPROVAL OF THE PLAN. THE CONTRACTOR SHOULD I I I I I I I I 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 VISIBLEIREADABLE FROM ALL SIDES OF THE PILE. D. PILES SHALL BE DRIVEN WITH A VIBRATORY HAMMER WITH A MINIMUM RATED 1_ lv'/`Al.•� ENERGY OF 25,000 FT: LBS. ANY HAMMER THAT CAUSES DAMAGE TO THE PILES DURING DRIVING OPERATIONS SHALL BE SUBSTITUTED WITH AN ACCEPTABLE COATING ALTERNATE HAMMER AT NO ADDITIONAL EXPENSE TO THE OWNER. IMPACT (1. HAMMERS SHALL BE SUPPLIED WITH NEW CAPBLOCK CUSHIONS, WHICH SHALL BE HOT DIP GALVANIZE CHANGED AT THE MANUFACTURER'S RECOMMENDED CYCLE. THE CONTRACTOR'S DRIVING PLAN SHALL INCLUDE MANUFACTURER'S RECOMMENDATIONS AND INFORMATION ON HAMMER CUSHION. w � a E. PILES SHALL BE PLACED WITHIN 1%OF SPECIFIED VERTICAL ALIGNMENT AND p 43 WITHIN 2 IN. OF SPECIFIED LOCATION AT CUTOFF. F. PILES HITTING OBSTACLES, MISALIGNED PILES AND PILES THAT HAVE NOT �s3IONA L F, ACHIEVED MINIMUM PENETRATION PRIOR TO REFUSAL SHALL BE PULLED BY THE ''-. CONTRACTOR 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 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 REQUIRED PILE CAPACITY IS OBTAINED. PILE CAPACITY WILL BE DETERMINED SOLELY BY THE ENGINEER. No Scale PERMIT APPLICATION DETAIL - TYPICAL PILE REFERENCE: LOCATION B & LOCATION C APPLICANT: TZ ENGINEERING, LLC PAGE 6 OF 7 DATE: 12/26/2021 PROPOSED PROJECT: IMPROVE EXISTING PIERS, PILES, RAMPS & FLOATS SHEET NOTES: 1. ALL DOCK SUPPORT PILES SHALL BE 12"ox 1/2"t, GALVANIZED. SEE TYPICAL PILE SPLICE WELD DETAIL SPLICE DETAIL TYPICAL FOR ALL FIELD PIPE PILE SPLICES (SHOP WELDS, IF REQ'D. SIMILAR) 0 0 1 J M 45' 3/16" E BACKING RING CURVED FOR TIGHT FIT TO BASE METAL TYPICAL PILE SPLICE WELD DATE: 12/26/21 No Scale PERMIT APPLICATION LOCATION B & C - DETAIL LOCATION B: 5301/5303 DOON WAY REFERENCE: LOCATION C: 5305/5307 DOON WAY PROPOSED PROJECT: IMPROVE EXISTING PIERS, PILES, RAMPS & APPLICANT: TZ ENGINEERING, LLC PAGE 7 OF 7 DATE: 12/26/2021 FLOATS