HomeMy WebLinkAboutPermit File BLD-2023-1022 5119 Doon Way (2) PROJECT LOCATION COiVALLE'
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PLANSAPPROVED
REVIEWED FOR CODE COMPLIANCE
PERMIT#. BLD-2023-1022
ADDRESS. 5119 DOON WAY
APPROVED BY:
SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT
BE ALTERED WITHOUT AUTHORIZA ON.
No Scale
PERMIT APPLICATION VICINITY MAP
REFERENCE: PROPOSED PROJECT.REPLACE
NO'RTHWIEST PEIRMJIT SPECP'ALISTS EXISTING PILES AND FLOAT,EXTEND
AP'PLCANT: GANGWAY,REMOVE PIER AND PILES
OWNER:JAMES RICHARDSON P60033
5119 DOON WAY LOCATION 5119 DOON WAY IIN. FLOUNDER BAY f BURROWS RAY
ADJACENT PROPERTY OWNERS: LAT/LONG:48.4927226 N/-122.6757899 W NEAR/AT: ANAOORTES
EITH KRASNOWSKI 5201 DOON WAY P60032
CAROL COTTON 2202 DOVER DR P60034 (COUNTY: S AOIT
MICHAEL MCGRATH 2204 DOVER DR P6003&GE 1 OF 8 DATE 1/19/23 STATE: WA
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\PERMIT APPLICATION PROJECT SITE MAP ^
REFERENCE LOCATION 5119DOON&A PROPOSED PROJECT: REPLACE EXISNG
PILES AND FLOAT, EXTEND GANGWAY,
AP LS4NTl ' Jl r SPECIMUSIS PAGE2OF8 DATE t1g2Z3 REMOVE PIER AND PILES
----------------------------------------------------
Scale is cuff by 4 inches
CITY OF ANACORTES on the smaller side.
PLANNING AND BUILDING EPT: Pleat shall maintain the
APPROVED PLAN;
REVIEWED FOR CODE CONIPLIANCE size described In the
FLOUNDER SAV
PERMIT# LD-2623-1022 shoreline exemption
ADDRESs-511RDDanM&y decision f m xim�am
S�GNAIURE 6AIE
PLANNING APPROVED I I
W of 30 feet long and 4
BIJILDINCaAPPROVEIB ;rta-+1/03/2023 feet wide can the west
ENGINEERING ACCEPTED side while being 6 feet
STOfLAI ATERACCEPTED wide on the St side of
Stamp uk vnlid nnkn signed
the ramp. This decision
REPLACE EXISTING
CREOSOTE PILINGS Ex RAMP shall be final.
WITH 12"GALVANIZED EXTENDS
µ
STEEL PIPILINGS1l'ONT0
FLOAT AT X 6' 6
5.9FTTIDE EX PIER'
32
CONCRETE
ANDING TO REMAIN
Ex FLOAT
5119 4Y 9 �
F
Ex RAMP WILL EXf IER WILL
BE REMOVED AND BE FIEMOVED
REPLACED WITH 42'x 3' �I
100%GRATED RAMP 4
l¢
9e �
N
REPLACE EX 6'TAPERE'D'TO 4' x 30'FLOAT
WITH NEW FLOAT WITH SAME DIMENSIONS
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R'(f ` ;.. LOCATION 5119 DOON WAY PROPOSED PROJECT.,REPLACE
EXISTING PILES AND FLOAT,.
EXTEND GANGWAY,REMOVE PIER
J. w L°d�.�� � 5 u PAGE OF�8 DATE in 9d23� AND PILES
-------------------------------------------
-------------------------
Water backflow
assembly required if
water is provided to
dock. Test to be
submitted to City 5201
prior to final
inspection.
REPLACE EXISTING
CREOSOTE PILINGS
WITH 12"GALVANIZED
STEEL PILINGS
NEW RAMP WILL
EV
ALSO EXTEND 11'
ONTO
NTO FLOAT AT
5.9'TIDE
• 42' 4'
4 NEW FLOAT NEW RAMP :3' 6'
EXISTING
CONCRETE
LANDING TO
REPLACE EX 6'TAPERED TO EX RAMP REMOVED REMAIN
4'X 30'FLOAT WITH NEW AND REPLACED WITH it 5119
FLOAT WITH SAME 42'X 3'100%GRATED
DIMENSIONS RAMP
A"
�Z Y evisio
sP
2204
SCALE 1"=1 5)
...................................... ........
PERMI'I'APPI KATION 5119. Proposed
LOCATION 5119 DOON WAY PROPOSED PROJECT REPLACE
EXISTING PILES AND FLOAT,
EXTEND GANGWAY,REMOVE MER
APTLJCANNT: PAGE 3 OF 8 DATE 1/19r23 AND PILES
F'OfIly, AT ki""If LAW'Khftl"v
>SEE L,fy111j,Kr Pf PON,,,A,&(�,E r�,r 11)#Y1111
SECTION M11114 5411)",
Iff ff,j f pf,"'4 k kK'Xf1N'V
48`x48!'xl6` 24'xj6"x20" 24N3 "x2O'
2:5ilj
r
4'WIDE THIS FLOAT 30'LONG
END WOOD GRATING &WIDE THIS END
PLAN SUPPORT
pff,
I......... .................. ............... ...........................................
lf"JOIA11 t"Y*UIM wrl �5 ffO)AA011 C fl)AII TYPICA1.FLOgr
4'-0" DCAQ,Ole WA7 P,
N,PON,AN,Ct Y,�'XINl
rc MIN 54r%
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William A Haynes 2023.03.07
09:18:53-08'00'
NO SCALE
PERMIT'APPLICAIJON DEIN1, -"'TYPICAL., R.OAT
IlFJFERENCEa PROPOSED PROJECT:REPLACE
LOCATION 5119 DOOM WAY EXISTING MILES AND FLOAT,
EXTEND GANGWAY,REMOVE PIER
APPLJ('MT:NORTHMS"r PERMIT SPEGALISIS PAGE 5 OF 8 DATE Ill 9/23 AND PILES
X GANGWAY
CONCRETE EXISTING CREOSOTE PILE
TOP EL 1G TO BE REMOVED.TYR OF
LANDING L� TWO
ro
0000 0000d 00000� ^11 �'ll�Orr��170
ELEVATION—15 5 r�l's
.................
0o wo rr rrrrrrrr
r! Moro
EXISTING
FLOAT TO BE
�o
CONCRETE LANDING TO X PIER I L;
TnDE DATA I ";„ ' REPLACED
r a�
REMAIN EH—Iar"a+= +11,2
MIFNI—HW=+7..8
MIFNW=7.2 MHW 1 2' .
MILLW 0.0
ELW= 4 15
EL"r-4_15`
EX PIER HELD UP
WITH 2 CREOSOTE � ASSUMED GROUND
PILINGS ELEVAJ11ON•11'
wjljmjll
N10 SCALE
PERM"
AITUCAl"PON
EXISTING RAMP ELEVATION
E E"INC^E^ LOCATION 5119 DOON WAY PROPOSED PROJECT.REPLACE
EXISTING PILES AND FLOAT,
EXTEND GANGWAY,REMOVE PIER
A 1,I P e ,6 r 11 ECI ��S PAGE 6 OF 8 DATE 1119123 AND PILES
CONCRETE PROPOSED 4 " '
LANDING
ELEVATION- GANGWAY'
&EV �ti�
(MIN.40 PSF
LIVE LOAD)
llllti, r 1i4 I r ty PPOPOED 1Z'
�lrras� TOP El r� GALVANI EID STEEL
PIPE NNE
ATTACHMENT 1i��fi rtillJVlagpg
JIrG I
BY OTHERS � °,1 ift4�4SU� VNggll�iSql I �
)} si
4' S' PIER AND CREOSOTE' � �a m�ti p�6�}�� PPICHN WSE D VNI1"if)
CONCRETE PILINGS WILL BE F��aA�� u i it CUT
LANDING TO REMOVED
REMAIN
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William A.Haynes 2023.03.07
09:19:08-08'00'
iO,SCALE
Mimi APPLACAIMA PROPOSED RAMP ELEVATION
a�
l a PROPOSED PROJECT:
LOCATION:5119 DOON WAY REPLACE EXISTING PILES
AND FLOAT EXTEND
EXTEND
r N,W , ! "' 4 ffHWTS 1°�,' I "SKCIA1.1 ,,,t, , PAGIE 7 OE E DATE:1d11 J� GANGWAY,ICE VE PIER
AND PILES
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" WALLTHICKNESS
SCHEDULE=0.375
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PIPE PILE: ASTM A252 GR 3,Fy=45 ksi MIN.OPEN ENDED, CO, ; IN' G:_
IHk':'DY Y UI 4xiPoa�
LONGITUNDINALLY WELDED.(NO SPIRAL WELDS). VINJAZE,,
12"PIPE SCH 40 MINIMUM
rg
ALL PIPE PILES ARE OPEN ENDED. 'e,114�6
MAXIMUM OF ONE SPLICE PER PIPE ALLOWED WITH NO SPLICE WITHIN 4 FEET OF THE MUDLINE. wav
PIPE SPLICE WELDS SHALL BE PREQUALIFIED FULL PENETRATION WELDS.
PILES SHALL BE INSTALLED TO MINIMUM EMBEDMENTS SHOWN BY VIBRATORY HAMMER.CONTRACTOR IS 2023.03.07
RESPONSIBLE FOR SELECTION OF HAMMER SIZE. William A.Haynes 09:19:24-08'00'
IN THE EVENT BEDROCK OR DIFFICULT DRIVING IS ENCOUNTERED,CONTRACTOR TO NOTIFY ENGINEER.
SUBMIT FINAL WELD LOCATIONS AND EMBEDMENT DEPTHS TO THE ENGINEER. �NO SCALE
PERMIT APPLICADOIN DETAIL - TYPICAL PILE,
IIEFERENCL LOCATION 5119 DOON WAY PROPOSED PROJECT:REPLACE
EXISTING PILES AND FLOAT,
EXTEND GANGWAY,REMOVE PIER
P I A E NORTHWEST REHMITSPECIALISTS PAGE 8OF8 DATE 1/19/23 AND PILES