HomeMy WebLinkAboutBLD2014-00645 Replace Bulkhead - BLD Permit / Conditions - 5/26/2016 Inspection Line(360)427-7262 ,
*18�4
T;. MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County615 W Alder StShelton, WA 98584 RESIDENTIAL BUILDING PERMIT py �j"S BLD2014-00645
OWNER: VENTURE PROPERTY MANAGEMENT LLC RECEIVED: 711712014
CONTRACTOR: JESFIELD CONSTRUCTION 275-6684 LICENSE: JESFII*228DO EXP: 11/24/2016 ISSUED: 5/26/2016
SITE ADDRESS: 332 E CRONQUIST RD ALLYN EXPIRES: 11/26/2016
PARCEL NUMBER: 122324091062
LEGAL DESCRIPTION: LOT 2 OF SP#1261 PTN TR 6 OF GL 3
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Replace 113 ft. of 166 ft. long by 4-5 ft. high concrete bulkhead that has GRAPEVIEW LOOP RD, TO CRONQUIST TO SITE ADDRESS.
failed in front of two parcels, include two inset steps to beach in this design
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: Deck:
Type of Work: BH Fire Dist.: 5 No. of Stories: Occ. Load: Building:
Valuation: $ 69,459.00 Building Height: Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline& Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: CASE INLET
Rear: Ft. Slope: Ft. SEPA?: Yes
Model: Width: Ft. Shoreline Desig.: Urban
Side 1: Ft.
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Oty. Type Qty. Type By Date Amount Receipt
Plan Check Fee GMM 7/17/2014 $ 136.01 S1 2 0 1 4 0 000 0001
Planning Review Fee GMM 7/17/2014 $205.00 S1201400000001
Building State Fee LDK 8/12/2014 $4.50 S2201500000001
Building Permit Fee LDK 8/12/2014 $ 209.25 S2201500000001
ADJUST--Plan Check Fee GMM 9/30/2015 $373.43 S2201600000001
ADJUST--Building Permit F GMM 9/30/2015 $574.50 S2201600000001
Total $ 1,502.69
BLD2014-00645 Please refer to the following pages for conditions of this permit. Page 1 of 5
Request To Revise An Approved Plan
Permit Number: BLD 2 I I - OG �,4 Name,)rP��Ar Grp
Parcel Number - 4 0 Phone Number da.time (.3ia�)
Project Address �3? ( Tntne,- kAl -t— (Lyk_ Mailing Address ,C'�. [�� S �
Please provide a complete, detailed description of the proposed revisions to the approved pl
�Ar 4�r.._�ni` Cyr i e_�-���^ �'k� I r��'.c�" �'�-iv*S 1b �p��vl,, ��.. v�.��v�'1•. -e�.,�
ar., 1L c
Are two sets of the revised plans or addendum indicating the changes included? ❑ Yes ❑ No
Are the approved site plans included? ❑ Yes ❑ No Vtt►^ bN
Are the revisions clearly and accurately identified on the plans or addendum? ❑ Yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? )� Yes ❑ No
If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No
Is a stamped and signed approval included with this request? ❑ Yes ❑ No
(Note:No structural chanties to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.)
Does the proposed revision modify the footprint or location of the structure? ❑ Yes ❑ No
If Yes, Is a revised site plan, with all new setback dimensions included with this request?
❑ Yes ❑ No
Additional Information:
T
otk_r�i�
.
2k
Applicant's signature _`2 Date: �,-�'?, I l
Office Use Only ltec iv d b
Date Sent Assigned To Approved y Date
Original Valuation: $
I,SAdditional Valuation: $
P q Sq.Ft. x$ $
Sq.Ft. x$ $
Total New Valuation $
Additional Fees:
Additional Planning Dept. $
Additional Plan Review $
Additional Conditions/ o tints: ` Additional Building Permit $
fjD Additional Plumbing $
Additional Mechanical $
OP Additional E.H.Dept. $
Other $
Total Amount Due: $
c1` tCD r l (% 111 Amount To Be Paid Up-Front$
- Inspecuon Line t30u/wZr-rtu/-
- MASON COUNTY DEPT. OF COMMI "'ITY DEVELOPMENT Phone: (360)42 'o, ext. 352
�rf
Mason County Bldg. III
426 W. Cedar
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT
BLD2014-00645
OWNER: VENTURE PROPERTY MANAGEMENT LLC RECEIVED: 7/17/2014
CONTRACTOR: LICENSE: EXP: ISSUED: 6/3/2015
SITE ADDRESS: 332 E CRONQUIST RD ALLYN EXPIRES: 12/3/2015
PARCEL NUMBER: 122324091062
LEGAL DESCRIPTION: LOT 2 OF SP#1261 PTN TR 6 OF GL 3
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Replace 113 ft. of 166 ft. long by 4-5 ft. high concrete bulkhead that has GRAPEVIEW LOOP RD, TO CRONQUIST TO SITE ADDRESS.
failed in front of two parcels; include two inset steps to beach in this design
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: Deck:
Type of Work: BH Fire Dist.: 5 No. of Stories: Occ. Load: Building:
Valuation: $ 12,000.00 Building Height: Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline& Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: CASE INLET
Rear: Ft. Slope: Ft. SEPA?: Yes
Model: Width: Ft. Side 1: Ft. Shoreline Desig.: Urban
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee GMM 7/17/2014 $ 136.01 S1201400000001
Planning Review Fee GMM 7/17/2014 $ 205.00 S1201400000001
Building State Fee LDK 8/12/2014 $4.50 S220150000000i
C.(��—�C`(�� + ` �� �� l Building Permit Fee LDK 8/12/2014 $ 209.25 S220150000000i
V \ Total $ 554.76
?���;
13LD2014-00645 Please refer to the following pages for conditions of this permit. Page 1 of 5
CASE NOTES FOR
BLD2014-00645
CONDITIONS FOR
BLD2014-00645
1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X ---I lk
2) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Department prior to any further inspections being performed or approvals granted.
X �
3) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
x �r�-
4) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building
Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
removal of approved documents will result in failure of required building inspections.
X
5) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL.
X -g .U,
6) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the "approved" site plan is not on site, then
approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
x =04
7) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
X �
0
BLD2014-00645 Please refer to the following pages for conditions of this permit. Page 2 of 5
8) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit revocation.
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9) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your project.
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10) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
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11) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED
BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
X specto�r shall be made prior to requesting additional inspections.
12) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
Mason County ordinances and building regulations.
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13) All property lines shall be clearly identified at the time of foundation inspection. X -�-
14) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have prevented action from being taken. No more than one extension may be granted.
X -;?,�-
15) Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X -=?,-d-
16) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these structures meet the setback conditions listed.
X =--2�
BLD2014-00645 Please refer to the following pages for conditions of this permit. Page 3 of 5
17) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
X �
18) Approved per dimensions and setbacks on submitted site plan that implements environmental permit MEP2014-00013. Setbacks are measured from the
furthest projection of the structure.
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19) The applicant acknowledges that the project will be completed as proposed, so that the project will be consistent with all applicable standards
of the Mason County Resource Ordinance. Future work within the vegetation buffer and shoreline critical area will be reviewed by the Dept. of
Community Development prior to starting such work
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20) The proposed project must be consistent with all applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program.X �;Z ,1 —
21) All construction and demolition debris must be removed from the site after project completion. Proper disposal of construction debris must be on land in
such a manner that debris cannot enter or cause water quality degradation of State waters. X o;,
22) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands. Silt fencing, straw, or
surface matting must be installed and maintained until upland vegetation has become established. X.Z.44
23) Concrete leachate and wash water must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur.
X �
24) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement,
inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the
owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel
prior to the commencement of any development activities. "NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes
an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are
responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system
of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of
the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as
approved on the stormwater site plan. X
25) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All
applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the
registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications
(grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall
remain attached to the approved building plans.
X
BLD2014-00645 Please refer to the following pages for conditions of this permit. Page 4 of 5
26) All surface water and potential runoff from the proposed development will be controlled on site and shall not adversely affect any adjacent
properties, cause sediment deposits, nor increase the velocity flow entering or abutting to any state or county culvert or ditch system or road
way.
X_
OWNER/BUILDER acknowledges 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, owners legal representative, or contractor. 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 authorized agent 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 IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
t'
Signature Date
OWNE - REPRESENTATIVE - CONTRA-
Print Name -- (Circle one to indicate) — -
BLD2014-00645 Please refer to the following pages for conditions of this permit. Page 5 of 5
6
SCALE, 1 INCH 60 A
15 30 0
MHHW AT FACE OF
EXISTING BULKHEAD
NEW CONCRETE
PROPERTY LINE STEPS
320FT±
3
ww
EXISTING SEPTIC z H wy
DRAINFIELD AREA I -3 z¢
¢ or
PARCEL 12232-40-91062 FUTURE00 HOUSE
oaw
PROPOSED STORM DRAIN EL o
I m�Z_
ww¢ W
i MwDr Z
H
LAJ
EXISTING RESIDENCE I Lo K V))
+I 20' ROAD&UTILITY z a Q
1- EASEMENT w u
PARCEL 12232-40-91063 w o
I Ll
0-1
J
Q
EXISTING DRIVEWAY 00 w
tno
PROPERTY LINE 32OFT± EXISTING 5' HIGH CONCRETE
SEAWALL
PROJECT/ OWNER,
VENTURE PROPERTIES
CONCRETE BULKHEAD DESIGN
VENTURE PROPERTIES MANAGEMENT, LLC
PARCEL 12232-40-90162 & 12232-40-90163
ALLYN, WASHINGTON 98524
ENGINEER,
�� �� <<'• ENVIROTECH ENGINEERING
PO BOX 984
BELFAIR, WASHINGTON 98528
PHONE, (360) 275-9374
FAX, (360) 275-4789
�� DRAWN BYi DATE-
h _k, MCS 7/2/14
p / 41045
j . W
r r/,�. L�,\ •• DESIGNED BY- DATE,
Mlchael Staten, P.E, 7/2/14
SHEET
1
SHEET I OF 2
� I
8 IN 2 FT MIN --�I
#4 REINFORCEMENT STEEL Q
HORIZONTAL @ 12 IN O.C.
(TYP)
#4 REINFORCEMENT STEEL
VERTICAL @ 12 IN O.C. COMPACTED GRAVEL, ..-
(TYP) N SAND, SILTY SAND OR
SILTY GRAVEL BACKFILL --
PORTLAND CEMENT CONCRETE _
AND FOOTING, 2500 psi MIN
POORLY GRADED CLEAN GRAVEL (GP)
c 3/4' TO 1 1/2' CLEAN DRAIN ROCK
:TO WITHIN 6 IN. OF GRADE
a
n FILTER FABRIC WRAPPED•
AROUND DRAIN ROCK
7 FT MAX
MHHW (APPRX) - - -
NATIVE
2' DIA. WEEP HOLES @ 6 ft O UNDISTURBED
c SOIL
v _ - LIMITS OF
3 FT d EXCAVATION
2 FT MIN i
d v
a
12 IN a n
gd_ p 44 REIN ORCEMENT STEEL
a d (FLEXU L) @ 12 IN O.C.
6 IN 8 IN <5) #4 REINFORCEMENT STEEL
(TEMPERATURE) 12' D.C. MAX.
4.5 FT MIN UNDISTURBED, FIRM SUBGRADE
NOTES
CONCRETE WALL-DETAIL
1. RETAINING WALLS CALCULATED USING AT-REST EARTH PRESSURES. NOT TO SCALE
2. RETAINING WALL DETAILS ARE PROVIDED FOR WALL HEIGHTS
LIMITED TO 7.0 FEET FROM THE BOTTOM OF THE FOOTING TO THE
TOP OF THE WALL.
3. LEVEL EARTH RETENTION (BACKFILL) IS REQUIRED.
4. ALL FOOTING SUBGRADES SHALL BE ON COMPETENT UNDISTURBED
SOIL.
5. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE PROJECT/ OWNER-
STRENGTH OF 2500 psi,
6, CONCRETE SHALL BE PLACED USING MECHANICAL VIBRATION. VENTURE PROPERTIES
7. REINFORCEMENT STEEL YIELD STRENGTH SHALL BE 60 ksi. CONCRETE BULKHEAD DESIGN
S. CONCRETE COVER FOR STEEL MUST BE A MINIMUM OF 3 INCHES.
9. BRACES AND TIE-DOWNS SHOULD HAVE A CORROSIVE RESISTENT VENTURE PROPERTIES MANAGEMENT, LLC
COATING. PARCEL 12232-40-90162 8 12232-40-90163
10. CONTINUOUS 'L' BARS MUST BE USED BETWEEN WALL/ FOOTING, AND ALLYN, WASHINGTON 98524
WALL/ RETURN WALL CONNECTIONS FOR CONTINUOUS REBAR
CONNECTIONS BETWEEN JOINTS.
11. FILTER FABRIC SHALL BE FILTER MATERIAL THAT HAS BEEN ENGINEER
SPECIFICALLY DESIGNED TO IMPEDE THE ENTRANCE OF FINE Ll U{? ENVIROTECH ENGINEERING
PARTICLES. ��� s� PO BOX 984
12. RETURN WALLS FOR CONCRETE STEP SIDE WALLS SHALL BE ```� ` '��'�5�� 1�j BELFAIR, WASHINGTON 98528
CONSTRUCTED PER BULKHEAD DETAIL HEREIN. ^ - PHONE, (360) 275-9374
13. NEW CONCRETE WALLS ABBUTING EXISTING WALLS SHALL BE A FAXi (360) 275-4789
FLUID JOINT. THE NEW 12' D.C. HORIZONTAL REBAR SHOULD BE
EMBEDDED INTO EXISTING WALL A MINIMUM OF 6 INCHES, AND DRAWN BY- DATE,
EPDXIED WITH SUBSTANCE SUITABLE FOR MARINE APPLICATIONS. ?�Z�11 MCS 7/2/14
14. CONTRACTOR SHALL USE EXTRA PRECAUTION TO PREVENT DESIGNED BY- DATE,
DISTURBED SOILS (SEDIMENTS) FROM ENTERING THE BEACH. ?� /r/ #04I 1 Michael Staten, P.E. 7/2/14
15. ALL WORK ON BEACH SHALL BE DONE AT LOWER TIDES. J!. 1iltill:K�
16. ALL WORK SHALL BE IN ACCORDANCE WITH PROPRIATE IBC, STATE S.. `�.� SHEET
AND LOCAL CODES. MNO''
17. NEW WALL AND FOOTING SHALL NOT ENCROACH SEAWARD, THE
EXISTING WALL/ FOOTING. SHEET 2 OF 2
Exsiting Trail to Bulkhead
* iti 4
BULLING
Proposed Tree Removal
and Bank Repair
Top of Bluff -JBulkHeatnding
i
i
Proposed Concrete
Beach Steps to Beach
Lot 1 Lot 2
S
Future Home Site
House
i
Proposed Concrete
Steps to Beach
Beach Proposed storm water drain to beach
Exsiting Bulkheads in Good Condition
Venture Property Management/Vance Hoff Repaired Bulkhead and Step Additions
332 Cronquist Rd. Allyn, WA 98524
Parcel # 12232-40-91062 and 12232-40-91063 Bank Repair
-- - Property Lines
PROPOSAL
JESFIELD CONSTRUCTION, INC.
P.O. BOX 1590
ALLYN, WASHINGTON 98524
(360) 275-6684
FAX (360) 275-3751
Reg# jeafii*228do
July 20,2015
Vance Hoff Site: 332 Cronquist Rd. Home# 360-275-3860
Venture Property Management Allyn,WA 98524 Work#
PO Box 556 Cell# 360-8014492
Allyn, WA 98524
We hereby submit specifications and estimates for:
Estimate to replace approximately 150 lineal feet of failed seawall. New wall to be 6 feet tall with a
4.5 foot wide footing. Wall to be battered, 11 inches at the base to 8.5 inches at the top. Weep pipe every
4 feet between footing and wall. Epoxy coated rebar as per engineered drawing provided. Install pipe
sleeve in location provided by owner for storm drain piping installed by others. Stairwell constructed at
north end similar to drawing illustrated on plot plan.
Estimate incorporates seven concrete pours to facilitate stock piling of existing backfill. Thus,no
more material should need to be transferred upland, other than upgrading access ramp. Also, drain rock
installed on top of footing to a depth of 3 feet up the new wall. Allow intermittent areas up to top of wall
with said rock.
Backfill with material presently behind wall now.
$ 69,459 plus 8.5% sales tax
Without having WDFW's Hydraulic Project Approval(HPA) in hand it is unknown whether
there will be any special restrictions or costly requirements.
RECEIVED
AUG 0 6 2015
426 W. CEDAR ST.
We propose hereby to furnish material and labor complete in accordance with above specifications,for the sum of:
Sixty Nine Thousand Four Hundred Fifty Nine Dollars plus 8.5%sales tax $69,459.00 plus 8.5%
Payment to be as follows: 13 down,balance on completion. 1 %%per month carrying charge on past due accounts
All material is guaranteed to be as specified. All Work to be completed in a workmanlike manner according
to standard practices. Any alteration or deviation from above specifications involving extra costs will be
executed only upon written orders,and will become an extra charge over and above the estimate. Authorized r-
All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire, Signature:
tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation
Insurance. Note: Xs proposal may be withdrawn by us if not accepted
within days.
Acceptance of Proposal—The above prices,specifications and
conditions are satisfactory and are hereby accepted. You are authorized
to do the work as specified. Payment will be made as outlined above. Signature:
Date of Acceptance: Signature:
Venture Property Managment
Vance Hoff (360) 801 - 4492 1/4" - 4'
332 Cronquist Rd. Allyn, WA98524 Top of Bank ~
RECEIVED
D �
AUG 0 6 2015
426 W. CEDAR S'T.
I
1 Bulkhead Landing 2.
13' b
40'-
N --
34' 64' 9'6"
PLA Lot KEVISION
NV(
DATE A F�P R OVER
P�'fASON COUNTY DCD I-'; ��INING
'rn�i1C�/lcI'eS��eV,3v�1/i�G��1�L tAu�s��n Beach -SITE PLAN REQUIRED TO [1,r ';N SITE
CNANG S S BJECT TO Af''1 )VAL
Date Z�
Proposed Changes to Mason County
Buiding permit - BLD2014-00645 New Concrete Bulkhead
DFW pemit - 948 on Failed Concrete Bulkhead Foot Print
1. Replacment of an additional 40' of
Wall, to Corner of Return on the south end. - Proposed Additional Wall Replacement
Due to insuficent and exposed footing.
Total wall to be replaced 151' --- Exisitng Bulkheads - Remaining
2. Change in orentaion of inset stairs to beach Property lines
on north end. New Inset Stairs to Beach
So as not to incroch beyond exsiting footprint.
Requested by DFW. 18' +/- Vertical Bank
Proposed storm water drain to beach
Lot 1 Lot 2'S '�
PNNIN ..
0 will
ovE
A: ON CCtJN?, _)C� CANNING
sI, LAN REQUI E0 0�1 SITE Drain F ild
CHAR S SUBJ CT TO AP ROYAL
Driveway By Date
Shed
Garage
--- -- - — ------ - ------
� i
i
Future Home
Site
House ESeptic i
0 Tanks
PLANNING :
ALL SETBACKS ARE MEA URE ,4
FROM THE FURTH1' T
PROJECTION OF THE NJI
Top of Bluff
Bulk Head Landing
Beach
— Concrete Sea Walls in Good Condition
Venture Property/ Management/ Vance Hoff — Broken and Leaning Sea Wall
332 Cronquist Rd. Allyn, WA 98524 - Eroded Bank,Area of concern
Parcel # 12232-40-91062 and 12232-40-91063 Med/Large Fir Trees)E 3 1 201L
Property Lines
26 W„ CEDAR Sl
�ryoP ooG�T MASON COUNTY PERMIT NO.
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING•PLANNING•FIRE MARSHAL
WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352 I
Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext.352
1,4
IR51 PO Box 279,Shelton,WA 98584 B U I L® I N3�482-5269 Elma ext. 352
BUILDING PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: NAME: Ow-L--r
MAILING ADDRESS: MAILING ADDRESS:
CITY: P L l,. , STATE: ZIP: ( CITY: STATE: ZIP:
PHONE19,C-Z�_S- O CELL: PHONE: CELL:
EMAIL: V c_�V! 1 , �. EMAIL :
'"r L&I REG# EXP.
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) 17Z3 4 O ri 101v•L J c7 )i�-Ic 3 FIRE DISTRICT
LEGAL DESCRIPTION(ABBREVIATED): 1,-A. , Z C4- f Pe 0-17�C I 2 TnI TILL' F*- G L 3
SITE ADDRESS CITY—IIL—LL.,
DIRECTIONS TO SITE ADDRE n e v
4*� fti LtiYC.. t"�.l
IS PROPERTY WITHIN 200 FT: V
SALTWATER'[ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YESX NO❑
TYPE OF JOB: NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR VOTHER ❑
USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) I1,''I' bi-,-� y_y-,, L
IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
DESCRIBE WORK ` ' I U 4 , . q —
SQUARE FOOTAGE:
I 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
MAKE P f C--t- MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
OWNER/BUILDER acknowledges 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,owners legal representative, or contractor. 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 authorized agent 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 i spection.This permit/application becomes null&void if work or authorized construction is not commenced within 180
days or if c nstruction work is suspended Jor a period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF
INSPECTI N.INACTIVITY 01 JHIS PEdMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X i,-Z�6
ignature of Applicafit �--Date �
x (Z(, " Lam: 'l�if.1G -OWN ER/ REPRESENTATIVE /CONTRACTOR
Print Name ` (CIRCLE TO INDICATE)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT LOOP
PLANNING DEPARTMENT
FIRE MARSHAL