HomeMy WebLinkAboutBLD2017-00936 Cancelled Float, Ramp and Dock - BLD Application - 4/24/2020 Inspection Line (360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County
615 W Alder St
Shelton, WA 98584
W4 RESIDENTIAL BUILDING PERMIT
BLD2017-00936
OWNER: HUNTER FAMILY FARM JOINT USE DOCK RECEIVED: 9/22/2017
CONTRACTOR: LICENSE: EXP: ISSUED: 7/11/2018
SITE ADDRESS: 9891 E STATE ROUTE 106 UNION EXPIRES: 1/11/2019
PARCEL NUMBER: 322365000010
LEGAL DESCRIPTION: LITTLE PARIS LOT: 9 E 35' &T.L. & LOTS: 10-13 &T.L. (PER S VOL 8 PG 153)
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
NEW DOCK ae-c'
_� eA � �0 - -
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.:
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Size:32,234 Deck:
Type of Work: NEW Fire Dist.: 6 No. of Stories: Occ. Load: Building:
Valuation: $ 50,000.00 Building Height: Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
:
y
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body:
Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desi
Side 1: Ft. g..
Year: Serial No.: I Side 2: Ft. Comp. Plan Desig.:
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee JBN 9/22/2017 $418.44 S1201700000001
Planning Review Fee JBN 9/22/2017 $240.00 S1201700000001
Building Permit Fee GMM 7/11/2018 $643.75 S1201800000001
Building State Fee GMM 7/11/2018 $6.50 S1201800000001
Total $ 1,308.69
BLD2017-00936 Please refer to the following pages for conditions of this permit. Page 1 of 6
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Cptp�T�
r~� Mason County Community Services
Building Division-
SPECIAL INSPECTION & 615 WAIderStreet
Shelton, WA 98584
154 TESTING AGREEMENT 360.427.9670 ext. 352
www.Co.mason.wa.us
(All references are per the 2015 International Building Code)
Project Name: PR
Project Address: 78 44 6 it••�1 t a c. p „ �,�,�-,� s gr 9
Building Permit Number: 3-02DI-7 — COIg i4 Date Issued:
BEFORE A PERMIT CAN BE ISSUED: The registered Design Professional in responsible charge shall fill out the Agreement
and include the name and address of the company or inspector. Two (2) copies of this form are to be submitted to the
County prior to the issuance of a building permit. If changes are made as to who will perform the special inspections a new
form shall be submitted and turned into the Building Permits&Inspections Division for approval.
STATEMENT OF SPECIAL INSPECTIONS: In addition to this Agreement, a "Statement of Special Inspections" shall be
provided per IBC 1704.3. This Statement shall be made as part of the approved plans, and be placed in a conspicuous
location,such as the first page of the construction plans or the first page of the structural sheets.
SPECIAL INSPECTORS: All special inspectors shall be approved by the Building Division prior to performing any duties. The
special inspector shall provide proof of certification as a special inspector for each inspection item and be licensed by the
State of Washington.
SPECIAL INSPECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2.4. Copies of each
report are to be sent to the address listed in the letterhead noting the Project Address and Permit Number. A final report
shall be submitted stating that all special inspection and structural testing items were completed and are in conformance
with the approved design drawings and specifications. Items not in conformance,unresolved items,or any discrepancies in
inspection coverage(i.e. missing inspections, periodic inspections when continuous was required, etc.)shall be specifically
itemized in the final report.
Areas requiring special inspection: Name of Agency: Address&Contact Information
❑ Unapproved Fabricators(IBC 1704.2.5)
Other than Structural Steel(IBC Table 1705.2.2)
❑ Steel floor&roof decks
❑ Welding of reinforcement
❑ Cold-formed steel
Structural Steel
❑ Welding(Per NSA of AISC 360-10)
❑ Details(Per N5.7 of AISC 360-10)
❑ High-strength bolts(Per N5.6 of AISC 360-10)
Concrete Construction(per IBC Table 1705.3) Easley Design and Andrew Easley
Reinforcement,embeds,anchors Engineering 1700 52nd Ave SE
Tumwater, WA
❑ Formwork
❑ Materials 2064238907
❑ Shotcrete
❑ Post-tensioned/Pre-stressed Concrete
❑ Erection of precast concrete
Page 1 of 3
Agort coa���.
Mason County Community Services
Building Division
SPECIAL INSPECTION & 615 WA1derStreet
Shelton, WA 98584
7854 TESTING AGREEMENT 360.427.9670 ext. 352
www.co.mason.wo.us
❑ Cold-formed Steel(IBC 1705.11.3)
❑ Mechanical&Electrical Components(1705.11.4)
❑ Architectural Components(IBC 1705.11.5)
❑ Storage Racks(IBC 1705.11.7)
❑ Other (IBC 1705.1.1)
❑ Other (IBC 1705.1.1)
Declaration by Architect/Engineer (SEAL)
I, the design professional in responsible charge for this project, declare that the �w P
above listed special inspection and structural testing items are required for this �p� wAs'QSf
project in accordance with IBC Chapter 17. Q 1� ,F.t
6/21/2018 'c
Signature
Date
�►� 53722
Declaration by Owner
I,the Owner of the project,declare that the above listed firm(s)or individual(s)are hired by me to perform
s 'ic al inspections and structural testing
for the roject pursuant to IBC 1704.2.
I-
Zdi 6
Sig ature Date
CONTRACTOR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting
systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the
special inspector access to approved plans and contract documents at the job site. All special inspection records
shall be retained at the job site by the contractor and shall be made available to the Building Department upon
request.
Declaration by General Contractor
I, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted
above.
Signature Date
Page 3 of 3
pox CO .
Mason County Community Services
Building Division
SPECIAL INSPECTION & 615 W Alder Stree-t
Shelton, WA 98584
s 360.427.9670 ext. 352
Z854 TESTING AGREEMENT www.co.mason.wa.us
❑ Cold-formed Steel (IBC 1705.11.3)
❑ Mechanical&Electrical Components(1705.11.4)
❑ Architectural Components(IBC 1705.11.5)
❑ Storage Racks(IBC 1705.11.7)
❑ Other (IBC 1705.1.1)
❑ Other (IBC 1705.1.1)
Declaration by Architect/Engineer (SEAL)
I, the design professional in responsible charge for this project, declare that the
above listed special inspection and structural testing items are required for this
project in accordance with IBC Chapter 17.
Signature Date
Declaration by Owner
I,the Owner of the project, declare that the above listed firm(s) or individual(s) are hired by me to perform
special inspections and structural testing for the project pursuant to IBC 1704.2.
i nature Date
CONTRACTOR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting
systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the
special inspector access to approved plans and contract documents at the job site. All special inspection records
shall be retained at the job site by the contractor and shall be made available to the Building Department upon
request.
Declaration by General Contractor
I, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted
above.
Signature Date
Page 3 of 3
o CONCRETE MECHANICAL MANUFACTURED HOME C
C) Date By z
I Footings I Setbacks Ribbons
14 Gas Piping M
0 Interior Date By Interior-Date By Date By
C)
(0
W Exterior Date By Exterior-Date By -n
0) INSULATION Set-up >
Point Load f Isolated FootingsDate By 9
Date By BG BLAB INSULATION 171
Data By FIRE DEPARTMENT ;-<
Foun Jatlon Walls Floors ........ Date By n
Date By Data By — DECKS
FRAMING Walls Date By
Date By Data By PROPANE TANKS 0
Vault Date By z
PLUMBING __q
Date By OTHER C:
Groundwork Attic cf)
Date By Tyree M
Date By Date By
aw.v DRYWALL Typo,
By Int Brace Wall Dante By 03
Date Date By r
CD FINAL INSPECTION
W
Cn Water Line Fire Sepe ration Q
IN3
CD
Data By Date By Date By _L
CD -4
�61
Pass or Request Inspect. 6
0 CI
5: Type of Insp. Fail Date Date Done By Comments W
CD
CD
0
0
:3
0
0
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FPLE
ASLEY s COPY
ENGINEERING AU c,r 626 COLUMBIA ST Nw SUITE 103
OLYMPIA,wA 98501
DESIGN 61 W laic , , i MOBILE:(206)423-8907
andrew@easley-engineering.com
Mr.and Mrs.Hunter August 16t',2018
9891 East SR 106
Union,WA 98584
Subject:Special Inspections
To Whom it May Concern,
This letter is to inform the interested parties that all special inspections for the Hunter joint Use Pier and
Float project conform to requirements set fourth by the International Building Code,chapter 17,as
amended by Mason County.
The Engineer of Record was on site during concrete reinforcing installation,concrete placement and pile
driving.Please see attached for the contractor's pile driving log and information.As noted on the pile
driving logs,all piles exceeded the minimum bearing capacity and penetration depth as noted on the
contract documents.The signature and stamp of the Engineer of Record below serves as verification that
to the knowledge of the engineer of record,the piles and concrete were installed correctly and adhere to
the contract plans.
If any questions or concerts arise from the reviewing agencies,please feel free to contact me at anytime.
Sincerely, ��w � E�
A0 IT�O�pE WAS
Z
Andrew Easley,P.E.
Project Manager w? 53722 �v
Attachments:
1
Pile Driving Records from Contractor s`rrOAl www.EASLEYENGINE ERING DESIGN.COM
_3 i)20/-7-&)o'�3(22
)CAYV/\ FILE
ASLEY COPY
ENGINEERING , � 626 COLUMBIA ST Nw SUITE 103
& L_ ^"" OLYMPIA,wA 98501
DESIGN MOBILE:(206)423-8907
AUG 2 0 2018 andrew@easley-engineering.com
Mr.and Mrs.Hunter
9891 East SR 106 610 VV. Alder Street August 16th 2018
Union,WA 98584
Subject:Special Inspections
To Whom it May Concern,
This letter is to inform the interested parties that all special inspections for the Hunter joint Use Pier and
Float project conform to requirements set fourth by the International Building Code,chapter 17,as
amended by Mason County.
The Engineer of Record was on site during concrete reinforcing installation,concrete placement and pile
driving.Please see attached for the contractor's pile driving log and information.As noted on the pile
driving logs,all piles exceeded the minimum bearing capacity and penetration depth as noted on the
contract documents.The signature and stamp of the Engineer of Record below serves as verification that
to the knowledge of the engineer of record,the piles and concrete were installed correctly and adhere to
the contract plans.
If any questions or concerts arise from the reviewing agencies,please feel free to contact me at anytime.
Sincerely,
Q�-w PIT f'�S
O DE WAS�y, `
s
Andrew Easley,P.E.
Project Manager 53721 }�W
�+ CMTE
Attachments: ��NA1.
Pile Driving Records from Contractor
www.EASLEYENGINEERING DESIGN.COM
ort aor, MASON COUNTY COMMUNITY SERVICES &OX 7-G )93 PERMIT ASSISTANCE CENTER: Permit No:
j
.BUILDING•PLANNING,PUBLIC HEALTH•FIRE MARSHAL
RECEIVED
615 W.Alder Street,Shelton,WA 98584
Phone Shelton:(360)427-9670 ext. 352•Fax:(360)427-7798 Phone
1854 Cr
Belfair. (360)275-4467•Phone Elma:(360)482-5269 SEP 2 2 1017
BUILDING BUILDING PERMIT APPLICATION 615 W, Aider
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: i <� NAME:% fir d J dc��
MAILING ADD SS: �? MAILING ADDRESS:
CITY: " STATE: i0c ZIP: ITY: STATE: ZIP:
PHONE#1:�36 co ,�pD. 6 r/2-- PHONE: CELL:
PHONE#2: 3 60 U EMAIL :
EMAIL�,� kA-'r.;> G;Mc, , c am L&I REG# EXP.
PRIMARY CONTACT: f/' /OWNER CONTRACTOR❑ , OTH ❑
NAME Qm�.,T �,1�efi�7 r k' EMAIL / oy?
MAILING ADDRESS 9PJ026/r $F j i o (v CITY o l�l STATE ZIP-, 5'2
PHONE CEL6,z
PARCEL INFORMATION:
PARCEL NUMBER 12 Digit Number
LEGAL DESCRIPTION(Abbreviated)L 1 /r Ni S Cof 9E�3Sw7', [o/ FIRE DISTRICT
SITE ADDRESS /0 CITY L�/7 i p ti1
DIRECTIONS TO SITE ADDRESS Vh t
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):
SALTWATER R'LAKE❑ RIVER/CREEK❑ POND❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑
TYPE OF WORK: NEW El' ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc) ,��a�¢ - 30-PW t0 a-4 d o(-=I<i
IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Partry of Bldg) ❑ NO
DESCRIBE WORK
SOUARE FOOTAGE: (propose+existing) C.7 A
1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft.
DECK sq. ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft.
GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL i 1YEAR.LENGTH
WIDTH BEDROOM BATHS SERIAL NUMBER
I ONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC ❑ SEWER❑ / NEW❑ EXISTING❑
PLUMBING IN STRUCTURE? YES ❑ NO❑ If yes, attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO[] EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such Is by
signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed. I have
obtained permission from all the necessary parties,Including any easement holder or parties of interest regarding this project. The owner or legal
representative,represents that the Information provided Is accurate and grants employees of Mason County access to the above described property
and structure(s)for review and inspection. This permit/application becomes null&void If work or authorized construction is not commenced within 180
days or if construction work is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON
COUNTY CODE 14.08.42)
X
Signature of OWN R Must a si ned b t OWNER Date
(DEPARTMENTAL.REVIEW APPROVED A E DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT 7-0/
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
BUILDING
AMIN0+ MANTLE INDUSTRIES INC .
1100 Yew Street,Blaine, Washington 98230•Telephone:(360)332-5276
DATE: 10/2/2017
TO: Andrew Easley Emai aaeaslev3@gmail.com
ATTENTION: Andrew
FROM: Tyler at Mantle Ind. Inc. Email: Tyler@Mantleindustries.com
No. Pages (i)icluding this page) : 1 RECEIVED
Subject: Quotation f&(2) 6'x 30' Piers and (1 4'x 40' Gangway OCT2017
Hello Andrew, 615 W. Alder Street
We are pleased to quote your r uiremen for(2) aluminum piers 6'-1" ID x 30'-0"and (1)
aluminum gangway 4'-1" ID x 40'- "
Pier and Gangway Design Criteria:
Warren truss design with a 40 PS F ni rm live load capacity.
'Psign wind load is 120 mp (3 sec. exposure 'D' minor structure in accordance with IBC
2012. onstruction of gangwa and piers all be of 6061-T6 aluminum. All welding is in
dance with AWS D1.1 teel) and D1. aluminum) by certified welders. The gangway
includes UHMW rollers at the float end, and a wing link connection with cover plate at the pier
end. The piers and gan ay shall have single " pipe safety side bars welded to the full length
of the handrail frame I cated at mid-height. Ther is a deck of 1-1/2"square molded FRP decking
in light gray with a n, n-skid grit surface.
The total estimated shipping weight is 4,707 lb.
Price:
Aluminu piers and gangway as described above for the I p sum of: $25,929.00.
Optio I full side bars spaced to prevent passage of a 4"sp re add: $1,250.00 and 360 lbs.
Op' nal 40' handrail welded to the inside of the gangway trus add: $200.00 and 44 lbs. per side
tional 2' transition plate with non-skid arc spray coating add: 350.00 and 40 lbs.
rices are F.O.B. Blaine, WA.
Delivery: Current lead time is 12 weeks. Please confirm lead time wh n placing order as this is
subject to change.
Validity: Prices are valid for 30 days.
Terms: 50%deposit to initiate order and 50% due upon completion of gan way.
We appreciate the opportunity to provide this quote. Please let me know if I c be of further
assistance.
Sincerely,
Tyler Kuromiya-Parker AN OT L-VISI N
ECEIV
DATE I/)
oin cam-- �d On Plcc,ti
r _
1208 East"D"Street Wood and Concrete `
� r
is Tacoma,WA 98421 Floating Docks
(253)383-2740 Boathouses
September 29, 2017 Q►� Fax(253)383-1102 Design&Permitting -
Jim Hunter
9894 E SR 106
Union,WA 98592
Dear Jim, _
Thank you for the timespent discussing your dock project. Our company has a long historyand an outstanding
reputation for building superior projects throughout the Puget Sound area.
The following is the estimated construction cost for your project.Please keep in mind that your input is
welcomed.We would be glad to provide you with additional information and references.
Aluminum Pier .
(2)6'x 30'aluminum pier all welded truss RECEIVED
Isolation pads at all connections
Ramp connection hardware nrT j 1710117
Transition plate
Side gap wing-wall as needed 615 VV Alj}r,r St,"t
Full side rails at 4"approximate spacing
Pier surface is 100%fiberglass grating with 1'/z"squares and 69%open area
Ramp
(1)Fabricated aluminum ramp with 3'x 40'inside dimension
Deck run-off plate with non skid surface at float end
Galvanized steel hinge with cover plate at shore end
Decking is 100%fiberglass grating with 1%z"squares and 69%open area
Full length handrail with inside rails spaced to code requirements
Float G
EnviroTuff®System
(1)8'x 14'float with polyethylene foam filled tub flotation
(1)8'x 30'float with polyethylene foam filled tub flotation i
Cleats as needed `
Composite decking system
All metal fasteners are hot dip galvanized
All timber Chemonite pressure treated Douglas/fir
Float surface is 50%fiberglass grating with 1%2"squares and 69% open area
White vinyl rub strip on sides of float and pneumatic white corners
Float stops to suspend float
Piling
Furnish and drive(4)pier piling(8%"diameter galvanized steel with.322 wall
thickness)
Furnish and drive(4)float piling(10%"diameter galvanized steel with .365 wall
thickness) =
(2)Galyanized steel piles hoops with rollers
(2)Galvanized steel pile boxes with rollers
(4)Stub piling(3"diameter galvanized steel)
(4)Float Feet
Mobilization
Towing
Delivered and Installed—Sales tax is not included a
Page 2 IH'
Jim Hunter
September 29,2017
Permitting No permitting by Marine Floats
Schedule To be determined by permitting process
Proposal This proposal is valid for 60 days and subject to revision based on changing construction costs.
Design modifications may be required due to regulatory request which could also affect the final
cost. —
40
Terms Contract price will be valid for 18 months —
10%of construction cost,excluding tax,is due with signed contract,40%of construction cost
plus first 50%of sales tax when construction is scheduled and the balance of construction cost
and sales tax at due at time of completion. Y S
Limited
Warranty 10 year warranty per`Contract Conditions' -
L
I know that you will find Marine Floats a company of high integrity that provides quality work.We look forward _
to working with you on this project.
Cor 'ally,
Wendell Stroud
MARINE FLOATS CORPORATION
I/
F
Full Side Bars Single Side Bars
4111111111
r „F"
Custom M.I.I. Handrailrj
NZ Z�
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a','y��r„e Esc'• �
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MANTLE INDUSTRIES INC
��r�S�irLSi:$
_ ■ Zr�rr�rr�rrr
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Handrail w/ Full Side Bars
n
L
With Transition Plate No Transition Plate
i 91 115' FROM MHHW &D2017-
()0q
60'
12 4'
34' 3 RECEIVED
0' OCT 1 1 2017
30' 30' 22' 8' 615 W. Alder Street
0 0
3'X40' ALUMINUM RAMP o0
0
ENVIR❑TUFF T" DOCK SYSTEM �u
Cd
8" GALVANIZED STEEL .PIER PILING
10~ GALVANIZED STEEL FLOAT PILING
RPL DECKING
FIBERGLASS GRATING
AA
----- --- v N x K MHHW 11.84'
MHW 10.84"
DEPTHS BY MSA 11/9/13
MLW 3.00'
O I MLLW 0,00'
FLOAT STOPS
STUB PILE Marine Floats
1208 East D St-Tacoma-WA 98421-253-383-2740
T
SCALE: I"=1 O, APPROVED BY: DRAWN BY
DATE: 9/1 j/j 7 REVISION#
PROPRIETARY PROPERTY
MARINE FLOATS CORPORATION PROPOSED PIER RAMP AND FLOAT
This document is the proprietary property of
Marine Floats Corporation and shall not be used in part or whole
for any other project without I M HUNTER
THE WRITTEN PERMISSION OF MARINE FLOATS J DRAWING NUMBER
CORPORATION HOOD CANAL
5/18/2018 licenses.ipeg
p MASTER LICENSE SERVICE
° PO Box 9034.Olympia,WA 98507-9034-(360)664-1400
REGISTRATIONS AND LICENSES
STATE OF
WASHINGTON
Unified Business ID #: 603 026 088 !a
Sole Proprietorship Business ID #: I dr
Location: I f
TAYLOR TIMOTHY ZECH
kk�
NEXT LEVEL WELDING I.
' 1826 NE TEE LAKE RD
TAHUYA WA 98588
TAX REGISTRATION
REGISTERED TRADE NAMES: "I
?` NEXT LEVEL WELDING
aka: �E
i
I-
l
i
4�
r�.
,I
,i
I
The licensee named above has been issued the business registrations or licenses
;) listed.By accepting this document the licensee certifies the information provided
on the application for these licenses was complete,true,and accurate to the best
of his or her knowledge,and that business will be conducted in compliance with
all applicable Washington state,county,and city regulations. Director,Department of Licensing
https://maiI.google.com/mail/u/1I#inbox/l637167b4adbOcb3?projector=1&messagePartld=O.1 1/1
5/18/2018 wabo.jpeg
1 4 Washington Association of Building Officials
�M P.O.Box 731 vrvw
Olympia.wa 98507
360-628-8669 ♦ .vrabo.org
Certified Welder Card
TAYLOR T ZECH
PO BOX 2622
BELFAIR WA 98528
' MU � APR 1. 2019
W15407 Renew on or before expiration date
https://mail.google.com/mail/u/1/#inbox/1637167b4adbOcb3?projector=1&messagePartld=0.2 1/1
APPROVED
MASON COUNTY DCD PLANNING E)
,� (�� 7
SITE PLAN REQUIRED TO BE ON SITE
CHANGES SUBJECT TV00MC tlE9ite plan RECEIVED
By _—DateLL404
SEP 2 2 2017
PROPOSED
0' 25' 75' LOCATION FOR
0-.E-HELIX SCREW 615 W AId9f SbW
10, 5Y 109
ANCHOR FOR
MOORING BUOY
HOOD CANAL
125'
ev
JOHN&JOAN DANIEL&JILL
PECKENPAUGH
SULLIVAN
22520 87TH PL W. 18010 VIKING WA NW
EDMONDS,WA POULSBO,WA
98026 115'from bulkhead/MHHW—� 98370
#32236-50-00006 ' PL ##32236-51-00036
PL PL
PROPOSED
JOINT USE
APo°'X' STRUCTURE APPROX.
MHHW=11.8'(MLLW)
I5 I'UP THE BULKHEAt)
1 BULKHEADJ
Oa'�r%� ' •UGC %t'c �Cx%6rz�
2'x 6'concrete pad 22'
under pier 12•
RO
30'
—FOG LINE
SR 106
JOINT US PPLICANTS
� W
JAMES&JOAN HUNTER HUNTER FAMILY FARM LTD.PARTNERSHIP
PO BOX 2049 9894 E,SR 106,UNION,WA
SHELTON,WA 98584 #32236-50-00010
#32236-50-00007
i
NO TE: This is not a survey.
ILL All measurements are approx. �L
Contractor should verify all
measurements before construction.
Purpose:On water recreation Applicant:Hunter Family Farm LTD. Proposed.Joint-use pier,ramp and
Datum:O.O'MLLW Partnership and James&Joan Hunter float
Job Name:Hunter Family Farm LTD. In:Hood Canal
Adjacent Property Owners: Partnership and James&Joan Hunter Joint-
Use Pier,Ramp and Float Project At:N 48.357552° W 123.014403°
(1)John&Joan Peckenpaugh.22520 County:Mason
87"Place W.,Edmonds,WA 98022 Reference#:
(2)Daniel&Jill Sullivan.18010 Viking Job Add:9894 E.SR 106,Union,WA 98592 Date:Jan 21,2016
Way NW,Poulsbo,WA 98370 Mail Add:Same as job address Page'2 of 8
&n&d
MS&A Hunter Family Farm and James Et Joan Hunter Joint-Use Pier Ramp and Float Project- 13
Figure 3. Plan view of the proposed structure
RECEIVED
SEP 2 2 209
A T 115'STRUCTURE
DR F HUNTER FAMILY PROJECT HOOD CANAL. 615 W. Alder Sit
Jan.1�5,2016
�•-14'--*�
one of four •g
1o"diameter
goly.steel pilings One of two
30' • 8"diameter
6 stub piles
At least 50/
functional ggrating
in the flats
26 50
Aluminum grating ng with
35,
One of four
8"diameter
pier piles 115,
100y grated
aluminum pier
5o'
PIER
b'
MHHW
ITHEBU KHOE AD
ROCK BULKHEAD
2 X PAD
UNDER PIER
12 2I ere
,.»511106 ROW
Applicant:Hunter Family Farm LTD, Proposed:Joint-use pier,ramp and
Purpose:On water recreation float
Partnershlp and James&Joan Hunter
Ostum:0.0'MLLW
Job Name:Hunter Family Farm LTD. In:Hood Canal
Partnership and James&Joan Hunter Joint- At:N 48.357552° W 123.014403,
Owners:
Adjacent Property Use Pier,Ramp and Float Project County:Mason
(1)John&Joan Peckenpaugh.72520
022
Reference* pate:Jan.21,2016
87`"Place W.,Edmonds,WA 98
(2)Daniel&Jill Sullivan-18010 Viking Job Add:9894 E.SR 8592
106,Union,WA 9 Page: 3 of 8
Way NW,Poulsbo,WA 96370 Mail Add:Same as job address
[oat Project- 14
MSEtA
Hunter Family Farm and James Et Joan Hunter Joint-Use Pier Ramp and F