HomeMy WebLinkAboutPermit File BLD-2023-1112 1911 Bay Place 4, City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360)293-1901
-I C O http://cityofanacortes.org/
B DD-2023-1112 RESIDENTIAL REMODEL
PROJECT NAME: ISSUED: 01/30/2024
SITE ADDRESS: 1911 BAY PLACE ANACORTES EXPIRES: 07/30/2025
PARCEL: P59626
LEGAL DESCRIPTION:
APPLICANT: ASHLEY CARLSON OWNER: Pam Georgeson
123 XXX 1911 bay place
XX,XX 00000 Anacortes,WA 98221
CONSTRUCTION CONTRACTOR: CARLSON CONSTRUCTION INC License: CARLSC1948L3
15768 POLSON RD. Expires: 06/23/2024
MOUNT VERNON,WA 98273
3604455000
VALUATIONS: FEES: Paid Due
Entered valuation 17000.00 $17,000.00 Mechanical Permit Fee $23.50 $0.00
State Building Code Council fee $6.50 $0.00
SFR or duplex site plan review $60.00 $0.00
Plan Review Fee $181.51 $0.00
Plumbing Permit Fee $20.00 $0.00
Building Permit Fee $279.25 $0.00
Total: $17,000.00 Totals : $570.76 $0.00
REQUIRED INSPECTIONS
Initial BMP's Gas Piping
Stormwater Mechanical Rough-In
Sewer Line Plumbing Rough-In
Storm Drain Connection Shear Wall and Nailing
Curb Cut Underfloor
Cross Connection or backflow assembly verified Underground Plumbing
Permeable Soil Depth Underslab
Site Drainage Perimeter Drains
Roofing Final Foundation Wall
Printed by:Cheri Gleichmann on:02/02/2024 12:04 PM
Page 1 of 2
4, City of Anacortes, WA
RESIDENTIAL REMODEL BLD-2023-1112
4c® �
Drywall or Lath Footings
Fenestration U-Factors Framing
Public Works Final Building Final
Insulation Stormwater Final
For inspections, please call (360)293-1901
Printed by:Cheri Gleichmann on:02/02/2024 12:04 PM
Page 2 of 2
PROJECT WCATION��"„„
SPCKAW
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RE half a"(� �(1(� I
h;RA #
PLANNING - "PRO
P (IVEI)
tit° 1,va id uniesw signed
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✓�, 42517
O Scale
PERMIT APPLICATION VICINITY MAP
REFERENCE: PROPOSEO PROJECT REPLACE
APPLICANT: NORTHWEST PERMIT SPECIALISTS 4 CREOSOTE PULES WITH 2 STEEL PALES
OWNER:GEORGESON,PAM AND TED LOCATION:1911 BAY PL
iN;; FLOUNDER BA"M"I iL)RIR("# S BAY1911 BAY PL
LAT/LONG:48.4944869,N LAT/-122.67870693 W LONG
NEARIA'T; ANAC", RTES
ADJACENT PROPERTY OWNERS:
STARKOVICH,TIMOTHY 1909 BAY PL COUNTY" A,GIT
WHEELER,CHRIS 1913 BAY PL PAGE 1 OF 6 DATE:6/27/2023 STATE WA
i
1909
,PL
1911 '`
P 1913
rr
wits
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/J,n
;N
1�i�IVNIM
r �A 617 5 ,
No Scads
PERMIT APPLICATION PROJECTSITE MAV
REFERENCE: LOCATION:'1911 BAY P1., 4 CREOSOTE PILES WITH 2
STEEL PILESAsk KICAhN1 NOR 11 Mrlol 11E 1"1 SPECIALISTS.PAGE 2�CIF & DATE 6,2712R'�
MIN+7.8
1909
EXISTING
CREOSOTE
PILES
EXISTING CREOS01 E
PILES ARE 10 BE
VIBRAIORY EXTRACTED
THE REMAINING HOLE TO
BE FILLED Wfl'H CLEAN
SAND
EATING FLOAT,
GANTWAY,AND PIER
W I ILL I "I'BEREPLACED
1 50' PROPOSED 12'
1911 fXISTING FLOAT STEEL
STEEL ILINGS
EXISTING PIER 111 1 40'
EXISTIFNG GANGWAY 4" 1
EXISTING
CREOSOTE PILES
o
1913
V
NO SCALE
JT PPICA TfON 1911-PLAN
REFERENCIE 1911 BAY PIL PROPOSED PROJECT:REPLACE 4
CREOSOTE PULES WITH 2 STEEL
APPLJCAKT N()RTH%AVU)'T PERW SPECIALISTS PAGE 3 OF 6 DATE:6/27/23 PILES
............................................................
PROPOSED 12"DIA STEEL
PILE„TYIP.OF TWO GANGWAY
\ . .'El.r.16.0'
EXISTING WOOD
FLOATING DOCK #avow
TILDE DATA
PIER
hAMW ?2 EMW +11.2
I�IMMWA'+7.8
IVNMW=7.2
Ell ..-4.,15 MLLWO:0.0
ELW/=-4,15
ASSUMED GROUN
ELEVATUL N.9'
o
,,
NO SCALE
PERMIT APPLICATION RAMP ELEVATION
REFERENCE: LOCATION:1911 BAY PL PROPOSED PROJECT:
REPLACE 4 CREOSOTE
PILES WITH 2 STEEL
APPLICANIT: NORTHWEST PERMIT SPECIALISTS PAGE 4 OF 6 DATE:6/27/23 PILES
P A P u X MT114Vw E
604)(All
EL=tG"CUT OFF
m
12"DIA,X 112"THICK PIPE
i eel—
FILE.
EL=.r'11..5'EH4ti ,,,, ..... ..... .�. "
EL=7.8'IbAIHH'Wd
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EE;=r.a'MHWd ... ... ... #�
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EL=0.0 MMLLWd 's x
EL=-4..15"EILWd Y, '
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S"TEE'L RUE
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1. PILES BHALL EE A'TM A252 GRADE 3,WITH CARBON EGUNWALENCY NOT TO J�N
EXCEED U A°,GALVANIZING IS REQUIRED FULL ILE MOTH OF RLES. J J
1.MIPVRAL WELD PIPE SHALL NOT BE USED
S PILE SPLICES SHALL.BE FULL STRENGTH BUTT WELDED WUH BACKING RINGS I,yD.EMBED)
SPECIFICATIONS IFICATIONS.CARE HALLBE TAKEN 711AT HLING REMAIN IN
fa t'RAI£ II Ah IC"NMEN I ENiRCbU"H RI ICES,NO F PL C E:OF r VI E LE:' TIMAN iCl F tt: f 1
LONG SMALL BE SPLICEDONTO APRE � I
/ r f INSIDE FLANGE OPEN
W1. RIVINOLL PILES:E PLAN SHALL HF
HAMMER T PEAg,'jD DMP N,M'vETH D.TH L6 rW V END CUTTING SHOE
DRiVIINTa THE PLAN."aHALL CON TAW HAMMER TWPE PoWD D!RP'WBMG METHOD.THE � r
CONTRACTOR IIIA.1 NOT MOBILIZE HAMMERS.AND RELATED EOUIPMENT PRK)R
TO RECEIVING WdRVTTEN APIPROVAL OF THE PLAN THE CONTRACTOR SHOULD
ALLOW ONE WEEK FOR REVIEW OF THE PLAN BY THE ENGINEEIR..
qP
5 DRIVING METHODS FOR ALL PILES SHALL UTILIZE:A DRIVING'TEMPLATE.
O.�
G..ALL PVLE IN;S'AALLATION 1SBHALL.RE CONDUCTED WITH ENO&NEE:R PRESEN r THE
CONT'RAC:FOr1 i S&IALILASSIST ENC),INEE:R IIN M,OPWITORPNI,i T1E:PIIL.E DRVVBN(3 THE I g
C:OW,
'RAC.;TOR M'SHALL.MARK EACH P1LE WITH 1-FT'INCREME NTx WfTH EVER V S-F' TYPICAL
I P"
mr, PAC
NVIMESERED.FOP DC7ERMtlINATMN OF PILE REr MAL OR CAPACV'T'Y
THE;CONTRACTOR SHA..L.MARK THE PILES WITH 1-IN.INCREMENTS DURING THE
FINAL DRIVE.THE M�ARKE,E4h�1ALL.BE'A SMLLfRE�DAEL.I-PR"OM ATL SLDE�:S C9F'TI IL
RITE,
PILES SHALL BE DRIVEN WIT It A VIBRATORY
.r '£VGG FTLBSANH HAMMER THAT CAUSES HAMMER DAMAGETOTHE RATED
'.ALTERNATE HAMMER AT NOADGTIOt AL EXPENSE�TOTHE OWNER VPPoPACT �%� ���
ENERGY OF E'S DAMAGE TO THE PVLE �:
DU RING DRI VIINIG ORE RATONS SHALL BE SUB SPTUTED WITH AN ACCEPTABLE COATING:.
HAMMERS SHALL BE SUPPLRE�D WITH NEW CAF'BLOCK QLO HbONS VWbiECH SHALL BE
CHANf,ED AT THE MANUFACTURERS RE:'OMIhAENDED C YCLE..THE CONTRACTOR'S
DRVVIING PLAN SHALL INCLUDE MANUFACTURERS RECOMMENDATBONS A ND l� ✓`
OMPORMAIRON 0114 HAMMER CIUSHION. „„..• ��. ``• EP
N.. POLE„`TIHALA..BE tL.ACE:DINtThLNI" OF FECI FIE TD'MER HC.AL ALIGNMENT AIWD TMp
WVTPOONSIN.OF EEC&FIEDLOC.e,krVOte AT CUTOFF'.
4.I V1 ES,HITTING OBSTACLESMI nAL.IGNI D PILE AND PILLS rtLAT IHAVE�.NOT
PmEr
ACrJNrRACTOER'WilIfIEVED li AVIBRRATORd'HAMMER AND RE.�DRNVENATNOAfDDOTIONALATION PRIOR IC RrFUSAL SHALL BE PULLED BY E Y�'�!r���d� ���Y�'���:'1'�,
CO STTOTHEOWNEPR..AWVBF4ATO'R HIAMMERW6TBIAMINIMMUTAIH"YDRAULOC
HORSEPOWER AND MWIMLtPwPoE:CCENTWC MOM ENT TO PULL PILI NO MUST BE •�6\ '-
AVADLABLE AND ON SOTE DIURVNIG ALL PILE DRR4NG OPERATVLTNS..
L 1->4.
1 O.MILE LENGTHS SHALL SE SIUPPLIED A.S SPECOFgED..PILES SHALL BE DR VEN
iFL r,:r4
UNTIL REQUIRED RLE CAPACTN A OBTA.INIED.PILE CAPAC17YWILL BE DE7ERNUNED NOSCALE
PRRW AL LI AFI N !.A UL ,, ° Pg L PILE
REFERENCE p. T�Jm � PROPOSED PROJECT
BAY REPLACE 4 CREOSOTE PILINGS
WITH 2 STEEL PILINGS
, P.P.,t t'4, "140"R"TIHWESTPERNT SPEOALASTS ERN PAGE 5 OF 6 DATE:6/27/23
S I EIT I NOTES:
1. A1,1. DOCK SUPPORT Pk EST atiAdA, BE 12"Ox 112"1m GALVANIZED.
SEE T nCAll.
SPUICE
1C DE'TAlL
RING CURVED FOR
`FGHT RVT TO RA"
METAL
TYPICAL PILE
SPLICE DETAIL
SPLICE WELD
TYPICAL FOR ALL FIELD RPF PILE F UCES
(SHOP WFUDS, IF REO"D, SIMILAR)
PREFABRICATED ALUMINUM
PILE GUIDE WITH ROLLERS
BOLTED TO THE DOCK'S _ FLOATING DOCK WOOD
WOOD FRAMING FRAMING
I'CURMAX " qT' / ✓�.
ALL S 4. S �
6
12"PILE ; r
sl "
EXTERIOR GUIDE PILE BRACKET
PERMIT APPLICATION RAMP ELEVATION
REFERENCE: LOCATION: 1911 BAY P1L PROPOSED PROJECT;
REPLACE A CREOSOTE
PILES WITH 2,STEEL
APPLICANT.NORTHWEST PERMIT SPECIALISTS PAGE 4 OF 6 DATE. f 7P 3 PILES