HomeMy WebLinkAboutBLD2007-00906 Cancelled Block Wall for Driveway Support - BLD Permit / Conditions - 10/28/2010 Request To Revise An Approved Plan
Permit Number: BLD200__7 - Name G 91 F F l 711
Parcel Number - - Phone Number daytime ( )
Project Address Mailing Address
Please provide a complete, detailed description of the proposed revisions to the approved plans:
Are two sets of the revised plans or addendum indicating the changes included? ❑ Yes ❑ No
Are the approved site plans included? ❑ Yes ❑ No
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 changes 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:
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Applicant's sign ure Date:
Office Use Only Received by: (�
V
Date Sent Assigned To Approved By Date oSQ
Original Valuation: /I $�I&6z
P
❑ B• ,�8 Additional Valuation: ' U $
El P.
Sq. Ft. 11 'b'x$ 6tot� $
Sq. Ft. ' $
❑ E.H.
Total New Valuation $
y
Additional Fees:
❑ P.W. Additional Planning Dept. $ i a0740
�h Additional Plan Review —F3
Additional Conditions/C mments: Additional Building Permit
,p�m�'� Additional Plumbing $
a• Additional Mechanical $
Additional E. H. Dept. $
Other $
Total Amount Due: $
Amount To Be Paid Up-Front$
Inspection Line (360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County Bldg. III 426 W. Cedar P.O. Box 186
IP4 Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2007-00906
OWNER: MICHAEL GRIFFITH RECEIVED: 5/24/2007
CONTRACTOR: LICENSE: EXP: ISSUED: 12/19/2011
SITE ADDRESS: 791 NE DEWATTO BEACH DR TAHUYA EXPIRES: 6/19/2012
PARCEL NUMBER: 323283100130
LEGAL DESCRIPTION: TR 13 & 14 OF GOVT LOT 6, TAX 1146-1 & 1146-H
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
GEO BLOCK WALL FOR DRIVEWAY SUPPPORT WEST ON DEWATTO BEACH DR. APPROX. 90 FEET FROM END OF
COUNTY ROAD
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.:
Type of Use: SF Insp. Area: OTI No. of Bathrooms: Occ. Group: Lot Size: Deck:
Type of Work: ACC Fire Dist.: 2 No. of Stories: Occ. Load: Building:
Valuation: $ 26,086.30 Building Height: Occ. Status: Basement: ret. wall 1,125
Manufactured Home Information Setback Information Shoreline & Planning Information
Make: Length: Ft. Front: N 5.0 Ft. Shoreline: 30.0 Ft. Water Body: Hood Canal
Rear: S 300.0 Ft. Slope: 1.0 Ft. SEPA?: Yes
Model: Width: Ft. Side 1: E 5.0 Ft. Shoreline Desig.: Rural
Year: Serial No.: Side 2: W 5.0 Ft. Comp. Plan Desig.: Mineral
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee CMH 5/24/2007 $227.01 S2200700000001
Address Fee BLJ 5/29/2007 $ 154.00 S120090000000i
Building State Fee RTB 3/3/2009 $4.50 S1200900000001
Building Permit Fee RTB 3/3/2009 $349.25 S120090000000(
Additional Plan Check Fee DLC 10/28/201 $ 219.00 S1201100000001
ADJUST--Building Permit F DLC 10/28/201 $ 62.20 S120110000000(
Total $ 1,015.96
BLD2007-00906 Please refer to the following pages for conditions of this permit. Page 1 of 6
CASE NOTES FOR
BLD2007-00906
CONDITIONS FOR
BLD2007-00906
1) 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.
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2) 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.
X
3) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are requir� for this proposed development and
construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 1AA --,
4) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance r regulation, must be reviewed and approved by Mason County prior to construction.
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5) 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 an shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
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6) Prior to final approval, all upland areas disturbed or new crested by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X
7) 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
Inspector shall be made prior to requesting additional inspections.
8) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X up
BLD2007-00906 Please refer to the following pages for conditions of this permit. Page 2 of 6
9) 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 Cou ty ordinances and building regulations.
• X
10) This project is approved subject to the completion of all grading requirements specified in the approved plans and conditions of permit
number GRD2007-00012, including but not limited to, inspection reports prepared and submitted by the engineer of record, Allan Tahja
verifying that all grading activities have been completed in accordance to engineer's specifications.
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11) 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.
12) 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.
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13) 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 an further inspections being performed or approvals granted.
X
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14) All property lines shall be clearly identified at the time of foundation inspection. X �4 A
15) 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.
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16) This permit is approved subject to the conditions of approval for Road Access Permit number RAP2010-00127. A copy of the approval
documents, designating the drainage ditch in front of the retaining wall deleted, are attached to the approved construction plans.
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BLD2007-00906 Please refer to the following pages for conditions of this permit. Page 3 of 6
17) This project is approved in accordance to construction plans for a retaining wall system to support a driveway accessing future development,
identified as revision #5, dated 312010 and conditions attached to this permit. All modifications shall be submitted to and approved by the
Mason County Building Department prior to making changes.
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18) 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 yi ,
19) Hearing Examiner SHR2008-00012 & DDR2008-00091 Decision Conditions:
1. Staff shall consult with the U.S. Dept. of Fish and Wildlife to determine if migratory bird permits are available for private construction
projects. If so, the Applicant shall either acquire approval of such a permit or a written confirmation from the U.S. Dept. of Fish and Wildlife
that a permit is not required for the proposed development. The permit or confirmation shall be acquired prior to any construction activities
on the site. X )¢ 4
2. The project shall comply with all proposed mitigation measures identified in the habitat management plan and the geotechnical reports
prepared for this proposal. One revision to the monitoring plan is that the Director of the Mason County Department of Community
Development or his/her designee shall require the annual reporting of the monitoring plan for five years after constuction is commenced. If
the proposal and/or subsequent use of the proposal is found to adversely affect the Pigeon Guillemots, the Director may impose additional
reasonable mitigation measures. All mitigation and monitoring shall be subje t to the approval of the Director of the Mason County
Department of Community Development, or his/her designee. X
3. All construction shall comply with all Mason County stormwater control regulations. X
4. No construction shall occur during the nesting season, April through August, or any time the Pigeon Guillemots are present.
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5. Prior to construction the Applicants shall acquire approval from Mason County staff for an erosion control plan. Removal of vegetation
shall be minimized as much as possible and replanting shall be as directed by Mason County staff. X
6. All construction materials shall be properly disposed. X
7.X No Pigeon Gui Temp s, their eggs or their active nests shall be damaged or harmed during the construction process.
20) 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
BLD2007-00906 Please refer to the following pages for conditions of this permit. Page 4 of 6
21) An inspection performed by an authorized representative of the geologist, Geotechnical Testing Laboratory of Olympia, Wa, shall be
completed on-site prior to the footing installation to verify that earthwork and preparation of the foundation comply with, and are consistent
with the most current Geotechnical report.
In addition inspection reports shall be required to verify that cuts do not exceed recommendations, fill is properly installed and compacted,
drainage systems are installed as recommended, and erosion control measures are completed as recommended prepared by a representative
of the geologist, their authorized representative, or engineer of record shall be required to verify that erosion control, drainage and final work
is completed in accordance to the Geotechnical report or assessment recommendations.
Design changes and/or modifications recognized and approved by the Geotechnical Testing Laboratory during construction shall be identified
in written inspection reports.
Reports shall be submitted to the Mason County Building Dept., PO Box 186, Shelton, WA 98584, or via e-mail at: DLC@co.mason.wa.us, prior
to the footing and final inspection of this project. Inspection reports shall also be available on-site for inspection.
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22) A structural observation report, as defined in Chapter 17 of the International Code, shall be provided to the Mason County Building
Department. Reports shall be prepared by the engineer of record responsible for the structural design or another engineer or architect
designated by the engineer of record.
Reports shall be submitted to the Mason County Building Department within 2 weeks following each structural observation. A final
observation report shall be submitted prior to the final inspection of the structure. Written statements shall indicate the permit number, type
of inspection, and identify any reported deficiencies.
Structural observation is defined as the visual observation of the structural system by a registered design professional for general
conformance to the approved conformance to the approved construction documents at significant construction stages and at the completion
of the structural system.
The engineer of record, Alan Tahja, Engineering, INC. has provided a schedule of of inspections as follows:
1) Inspect the footing area for concrete and reinforcement installation.
2) Weekly inspections of work in progress to verify progress is consistent with design specifications.
Inspection reports shall verify that installation of the wall system and soil conditions conform with design specifications including, but not
limited to proper compaction, geogrid installation, verify adequate drainage, installation of drainage filter fabric, and drainage material.
Design changes and/or modifications recognized and approved by the the engineer of record during construction shall be identified in written
inspection reports.
Inspection reports will be submitted to the Mason County Building Department, PO Box 186, Shelton, WA 98584 or via e-mail to
DLC@co.mason.wa.us.
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23) PROVSIONS SHALL BE MADE SO THAT ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT
ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR
COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY.
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BLD2007-00906 Please refer to the following pages for conditions of this permit. Page 5 of 6
24) Waste materials shall be removed in a manner which prevents injury or damage to persons, adjoining properties and public-rights-of-way.
Cut slopes shall not be steeper than one-unit vertical in two units horizontal(50% slope) unless determined to be stable by the licensed
geologist or engineer of record as evidenced by a written report delivered to the Mason County Building Department.
Sanitary facilities shall be provided during construction activities.
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This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any
time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be
occupied. Proof of continuation of work is by means of a progress inspection. The owner or the agent on the owners behalf, represents that the information provided is accurate
and grants employees of Mason County acc;:st�th o described property and structure for review and inspection.
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OWNER OR AGENT: DATE:
BLD2007-00906 Please refer to the following pages for conditions of this permit. Page 6 of 6
i
eSON 00 MASON COUNTY
� Tp Shelton (360) 427-9670
DEPARTMENT OF COMMUNITY DEVELOPMENT Belfair (360) 275-4467
Planning Elma (360) 482-5269
Mason County Bldg.1 411 N.5th
P.O.Box 279 Shelton,WA 98584
December 23, 2009
Michael Griffith
21326 NE 161't
Woodinville WA 98077
RE: Proposed driveway and bank stabilization wall at 791 NE Dewatto Beach Dr.
Dear Mr. Griffith:
This proposed driveway and bank stabilization wall at 791 NE Dewatto Beach Dr. was
reviewed and approved by Mason County and affirmed by the State Hearings Board. On
Tuesday December 22, 2009 in a meeting with Debbera Coker [Building Department
plans examiner], I have discussed the proposal revised by the new survey of the 40-foot
wide road easement and the newly submitted drawings, design, and grading quantities
provided by your engineer Alan Tahja.
Based upon these staff discussions, the Department of Community Development still
concludes that the plans and scope of your proposed work adjacent to the face of the
sandy bluff has changed from the time of the 2008/ 2009 approvals of these permit
reviews for the driveway and retaining walls, and that you must submit a new
application for a Substantial Development/ Conditional Use Permit and revise your
building and grading permits for the proposal as modified by the project location and
grading adjusted by that location.
For comparison of the 2007 original proposal and the revised 2009 proposal, I have
included pages (2 of 6) and (5 of 6) from May 2007; and page (2 of 8) and grading
calculations following page (8 of 8) from December 18, 2009. The May 2007 site plan
and grading quantities describe 620 cubic yards of materials excavation and 320 cubic
yards of materials fill / embankment. The December 18, 2009 grading calculations state
985 cubic yards of materials excavation and 803 cubic yards of fill / embankment.
The proposal location and the preparation ofthe driveway and wall construction in the
December 18, 2009 plans involve an additional 365 cubic yards of excavation and 480
cubic yards of embankment. The stated amounts of materials under the revised
December 18, 2009 proposal compared to the quantities involved in the May 2007
proposal clearly exceed the 10 percent [ten percent] of proposal revision permissible
under the provisions of Mason County Code 15.09.055.h(2) and Washington State WAC
173-27-100. You must submit to Mason County a new application for a Substantial
Development/ Conditional Use Permit that will be subject public review and evaluation
by the Mason Coun Hearing Examiner.
Griffith Dec 23 2009 memo on permit status.doc
If you wish to continue with the project proposal as submitted with the survey and the
current site plan / design drawings and to remain consistent, your submitted application
shall include the same information for structural elements and grading quantities
provided to address the Mason County Building Department concerns for this proposal.
The proper application materials and reviews must be submitted to the Department of
Community Development and state agencies.
To address questions on this matter, you may contact me in the Department of
Community Development in person or by telephone (360) 427-9670 extension 365.
Sincerely,
Allan Borden
Senior Planner
Griffith Dec 23 2009 memo on permit status.doc
so� CO
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Bldg. III, 426 West Cedar Street
PO Box 186, Shelton, WA 98584
1854 www.co.masonma.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269
December 16, 2009
MASON COUNTY NOTICE OF PERMIT SUSPENSION
Michael Griffith
21326 NE 161 sT
Woodinville, WA 98077-7701
E-Mail: mikemgriffith@comcast.net
The receipt of this notice shall constitute service regarding notification that permits listed
below are suspended in accordance to Mason County Code, Title 14, Building and
Construction, and the 2006 International Building and Residential Codes, Section 105.6 that
reads as follows:
105.6 Suspension or revocation. The building official is authorized to suspend or revoke a permit
issued under the provisions of this code wherever the permit is issued in error or on the basis of
incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any
of the provisions of this code.
According to the Mason County Assessor records you are the Title Owner and Taxpayer of
this parcel. The following permits are suspended:
Building Permit Number: BLD2007-00906 (Retaining wall permit)
Grading Permit Number: GRD2007-00012 (Land modification)
The permits were issued and are attributed to the following property:
Parcel No.: 32328-31-00130
Site Address: 791 NE Dewatto Beach Road, Tahuya
Legal Description: Tr 13 and 14 of govt lot 6, Tax 1146-I and 1146-H S36/56
Information contained in this notice concerns issues related to the Mason County Building
Code, enforced by the Mason County Building Department, a division of Mason County
Department of Community Development. The Building Division has a pending enforcement
case created when our department was notified that a road access permit, previously denied,
has not been approved or issued for the parcel and that the approved plans issued with the
building permits are different than plans reviewed by the Mason County Planning Department
1
7
relating to the substantial development permit and related land use cases. The case number for
the enforcement case is BCC2009-00184.
To remove the permit suspension related to the Building Division,the following shall be
required:
1. Referencing Mason County Code, Title 12, Section 12.08, and in accordance to
Washington State RCW 36.75, apply for and obtain an approved road access permit
from Mason County Public Works.
2. Submit plans for each project reflecting correct plans proposed for the project. When
received the building department will review the proposed plans for compliance to
minimum building code requirements.
Our office has been in contact with you and Mr. Allan Tahja, a licensed professional engineer.
We understand that you are working to resolve these issues. As stated before the building
department is committed to assisting with compliance issues and finding resolution in a timely
manner.
In the event that you feel you have received this notice in error or that the facts are inaccurate, I
strongly encourage you to contact me immediately to discuss your concerns. If you should
have any questions, I can be reached by phone at(360) 427-9670 ext 510 or via e-mail at:
DLC@co.mason.wa.us.
Sincerely,
De bera Coker
Mason County Building Department
Building Inspector IV/Code Enforcement
Cc: Property File
Mark Core, Mason County Department of Community Development Building Official
Barbara Adkins, Mason County Department of Community Development, Co-Director
Alan Borden, Mason County Department of Community Development, Planner
2
�.1/22/2C�10) Barbara Adkins - Retaining Wall on Griffith's and Martinez's last Wednesday Page 1
From: Earl Iddings <earl.iddings@dewatto.com>
To: "barbara@co.mason.wa.us" <barbara@co.mason.wa.us>, "mdaudt@tmd legal.com"...
Date: 1/20/2010 2:59 PM
Subject: Retaining Wall on Griffith's and Martinez's last Wednesday
Attachments: Griffith,Martinez New Wall 1.JPG; Griffith,Martinez New Wall 2.JPG; Griffit
h,Martinez New Wall 3.JPG; Griffith,Martinez New Wall 4.JPG
Barbara,
We thank you so much for following through with all these concerns. Attached are the picture taken last
Wednesday showing the additional work done to the retaining wall with a STOP WORK order in place. I
have several witnesses who watched the contractor move the remaining rocks from the stockpile on the
road and place them within the ordinary high water mark. In fact, the old rock retaining wall is 6-8' back
from the new wall. It is very important that these actions be highly documented as it will aid in the repair of
our rock wall that Mr. Grifffith destroyed last month before the STOP WORK order was issued. I can not
believe that they continually work within the water ways with a STOP WORK order and not permits...
On picture#4, you can see all the rocks that have been placed in front of the old concrete wall. The old
rock retaining wall to the west used to connect to the concrete wall almost 8' back from the front of the
concrete wall, and there never were any rocks in front of the concrete. Now, the new rock wall protrudes
almost 8' farther into the water and wraps around the old concrete wall. One can see that these rocks
have been placed recently because there is no seaweed growing on them, when comparing other rocks
that have been in the water for years and are covered in seaweed. Also, Allen took pictures of the of the
rock wall that had been constructed last month and he will be able to see the difference. All in all, all the
rocks are new and half this wall was built after the STOP WORK order was issued.
Thank you again for your help,
Earl Iddings
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Rv# Description Date TAMA ENGRYEERING,Inc. DEVELOPED SITE PLAN '"`'"`
1. Re Dm w/Oversteepened Slopes 5107 Alan Tahja,P.E. Michael Griffith Griffith
PO Box 235 21326 NE 161 st A,,,
Hoodsport; WA 98548 Woodinville, WA 98077 2 of6
Mason Co.Prot No. 32328-31-00130 (360)877-9512 (425) 7884906
100 100'Well Radius
Property Line 125't
Well
(Conjectural)
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1200 SF .
C U. Residenc C5 ERA w
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1+61.94 U
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'. En_—dun 160
i� Road
Dewatto Beach Drive —
30'RoadR/W - Existing
Cabin
-_ 10
Mean r-L-ine 1.24.9'- -
MAY r 4 i f
Scale:1"=40'
0 10 20 40 ewatto Bay/Ho d Canal NlIAQPO �'J;; . ✓
Rv# Description Date TAHJA ENGINEERING,Inc. DRIVEWAY X-SECTIONS
1. Re-Dzn w/Overspend Slopes 5/07 A/an Taka,P.E. Michael GriflSth fif th
PO Box 235 21326 NE 161 st Aw
Hoodspor4 WA 98548 Woodinville WA 98077 5of6
Mason Co.Prcl No. 32328-31-M130 (360)877-9512 (425) 788-4806
350 SF/LF Excavation 390 CY Ex.
40 SF/LF Embankment 150 CY Em.
91
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-71
Existing Slope Constructed Slope
Grading Quantities:
- Total Excavation: 620 CY
Total Embankment: 300 CY
Total Waste: 320tCY
1
Cross Section "C" East Side of Property
85 SF/LF Excavation --- ---
_� 160 SF/LF Embankment 150 CY Em.
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_._ .... _ .._ .. .. ..t � ... ..Utz. _- :. ....._.._ _._. -- --"`---__., __:_.,_:.._. ."'
Existing Slope Constructed Slope
Cross Section "B" Mid Section ?,
SCALE:1"=60' pF NAs�r�
0 30 60 T11I 111 ' O
�T
BOA �AG1STE4�'9
ONAL
MMM 11/07/08
160 SF/LF Excavation 230 CY Ex.
_.:: -....
_ ..
7
Existing Slope " �� Constructed Slope
Cross Section A West Side of Property
Rv# Description Dace TAHJA ENGINEERING,INC. Developed Site Plan n4Pa
1. Re-Dzu w/Overstcepened Slopes 5/07 Alan Tahja,P.E. Michael Gnfflth Qiffim
2. Added Sht-Bird Nest Loci 4/08 PO Box 235 21326 NE 161 st e�
3. R/W Chngd to 40'Shts 1-6 11/09 HoodspoA WA 98548 Woodinville, WA 98077
4. Wall Loci Chngd to I offR/W 12/14 (360)877-9512 (425)788-4806 2 of 8
5. R/W extended to PL+ALS Topo 12/18
Mason Co.PnclNo.: 32328-31-00130 100'Well Protection
Radius
—Exist.
to Well
�'oPe ine 125'+
ion
Well
ral)
s T
$OF R SF�r�
3 M Conjectural 1200 SF I ti
90 Residence Location
137
Rg'
sroty� E�
PT 2+70.87 I 100'Well
Protection Ra
79.65 Radius
o Conjectural 80
c I Drainfield EOP 2+75.87
Location 80.90
o I70
_
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�—Cut/Fill Catch c' "
int Lines(Dashed)
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20 —e l i
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—Power —� End of County
End_of Right of Way _
Pavement Existing Gravel Driveways
Dewatto Beach Drive
Existing
401 Road Rnv Cabin
I10
Meander Line—124.9' TN
� 12009
0 SCALE:102 I"30ao'40 Dewatto Bay/Hood Canal
426 W. CEDAR ST.
TAHJA ENGINEERING, Inc.
PO Box 235,Hoodsport, WA 98548
(360) 877-9512
Michael Griffith
21326 NE 161 st
Woodinville, WA 98077
(425)48N M-y"
Dewatto Beach Driveway Driveway Grading Calculations
Mason Co. Prcl No.; 32328-31-00130
Calculations based on AutoCAD Drawing Set Revision 7 based on AGATE LAND
SURVYORS, Inc. property topography and Mason County website GIS information
Sta. Cntr Lin El Sta Interval Cut Area Fill Area Cut Fill
Ft. Fe Cubic Yards Cubic Yards
0.00 13.50
30.38 19.50 30.38 38.00 7.00 21.00 4.00
65.20 28.20 34.82 0.00 217.00 24.00 144.00
88.16 34.00 22.80 0.00 410.00 0.00 265.00
122.57 42.60 34.57 28.00 120.00 0.00 340.00
144.57 48.10 22.00 340.00 0.00 150.00 50.00
169.35 54.27 24.78 300.00 0.00 300.00 0.00
224.35 68.00 55.00 80.00 0.00 400.00 0.00
270.87 79.65 46.52 18.50 0.00 90.00 0.00
985 803
17' 14'
80
-- - 1 69.35 of WAS
70so
142;
SD784 w�
so \ �+�ECISTE�� 1 '
`SS'IONAL ECG
40
t
30
20 CEIVED
Typical Cross Section Analysis Basis DEC 2 12009
426 W. CEDAR S I
File:C:WrojectslGrifthlGradingQuantities 1 of 1 12/18/2009