HomeMy WebLinkAboutPAR2001-00018 - PAR Letters / Memos - 3/7/2001 . Case number.MIS Q A 9,P
DAV
MASON COUNTY
PRE-SUBMISSION CONFERENCE REQUEST FORM
The purpose of the pre-submissiod application is to identify and/or eliminate as many potential problems as
possible in order for the project to be processed without delay. Representatives from the Building Department, Fire
Marshal's office, Environmental Health,.Planning, and Public Works departments may attend the meeting to discuss rules
and regulations applicable to the proposed project. Topics covered during the meeting will include the comprehensive plan,
shoreline program, zoning, availability of sewer and potable water, development concepts,building construction, fire
protection and life safety of the proposed project. By providing the most accurate and detailed information on the
application and site plan your pre-submission conference will be more informative.
Pre-Submission conferences are held every Wednesday and last approximately one hour. To schedule a meeting
complete the application on both side and return 7 copies of the site plan to the Mason County Permit Assistance Center,
atta. M. MacSems. If you have questions call (360)427-9670 ext. 281.
j Date: 02-20-01 Site Plan
j Submit 7 copies
Applicant:
Name Mike Fredson Include Qte following
1Address P.O. Box 2203, Shelton, WA 98584 information on site plans:
✓ Property lines,easements,and right-
Daytime telephone 360-427-5399 360-898-7714 of-way
s.
./ The location of all existing and
Representative proposed structures. Include square
footage of existing and proposed
:Name
buildings.
Address
✓ Setback distance,in feet,from all
IDaytime telephone preppy lines and buildings.
Parcel Numb Zr: 12 digits ✓ Existing and proposed road access to
and from the site.
42002-75-90413
✓ Parking sites
Description of Project: ✓ Location of on-site sewage tanks and
drainfields.
Include square footage of structure, use of buildings i.e.office, warehouse,etc,
✓ Location of drinking water supply of
occupancy classification(UBC,Table 3-A),and construction type• Pro-6de one set proposed site and surrounding sites.
of plans, if available. addi t;anal du lax
✓ Steep blulPs,wetlands,streams, and
(-,pp a t t a r h P d) bodies of water
✓ Location of fire hydrants and
emergency vehicle access roads,
including grade.
✓ Surface and storm water run--off
routes.
Continued on reverse side
50 W- Pine Acres, Shelton, WA
Kan ties Project been discussed during a previous Pre-Submission Conference?If yes,please indicate date
Will the building have employees?If yes,how many?
What is the water availability of the proposed project? If there is an existing well,what is the name of the system?
Pine Acres "B" water system see attached'
What is planned for an on-site sewage system? If you are proposing a new on-site system provide detail on the required
site plan. see attached septic design
ADDITIONAL COMMENTS:
i
APPLICABLE BUILDING CODES:
1997 Uniform Building Code-WAC 51-40
1997 Uniform Mechanical Code-WAC 51-42
1997 Uniform Plumbing Code-WAC 51-46151-47
1994 Non-Residential Energy Code/Ventilation and Indoor Air Quality Code
Mason County Ordinance
[Date and Time Conference Scheduled: '7 UI ' O O a3cation: �{. (k K w ram- } -P L-
a r►�
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ar
NON RESIDENTIAL DEVELOPMENT
INITIAL REVIEW QUESTIONNAIRE
In accordance with Washington State's Growth Management Act, the
Mason County Comprehensive Plan regulates the placement, expansion or
modification of commercial, industrial and public facilities to certain areas of the
county. In the interest of saving you time and money the Department of
Community Development requires this initial review checklist to be completed and
reviewed by this department prior to the submission of any building permits.
(360)427-5399
Applicant Name Mike Fredson Phone # ( 360) 898-7714
Mailing Address __ P.O. Box 2203, Shelton, WA- 98584
Site Address 50 W Pine Acres, Shelton, WA 98584
Directions to Site _ Hwy 101 North, West on Dayton Airport Road;
right on Pine Acres property immediately on right
Septic x or Sewer
Water Supply Pine Acres "B" water system owned by Steve Harrington
(see attached)
Tax Parcel # 42002-75-WO13 -
Legal Description tract 4 of short plat # 1851
Type of Development multi-family —
Applicant's Signature
OFFICIAL USE
IUGA Approved By
Existing Commercial Date
SEPTIC DESIGN
I)LSI•GN DORM - I'AGE ONE
ROvited 0;/24/94
A design will be reviewed when 3- copies of each of the following items are submitted:
Completed design form that has been signed and dated
Completed Resource Lands and Critical Areas Checklist attached
Scaled plot plan, including all applicable items on checklist
Scaled layout sketch, including all applicable items on checklist
Cross-section sketch, including all applicable items on checklist
PARCEL IDENTIFICATION
,i II
Permit Number o7(; I
Designer's Name
j Applicant 's Name 47L?'►.i ( P,�Of ({�r j� co II
Prop. Owner's Name 5 f�M 5 IF II Mailing Address S�J� (gyp cr ��( t.Mailing Address
II
c `J t'S �'N p y h4ason 'ounty Se,.t. Health Ser.ic II
Assessor's Parcel No. �'�;�'a,-�S- 9 " •-.• �- •"� � ;,
a .e ip II
�_�__ Subdivision 1P.�:(; "� : T^
liwe �e- igi u e
am 1 1s ICII
;i II
DESIGN PARAMETERS
II
J J
Designed Vertical II
Mc_-id Subsurface Pressure Gravity Bed Trench Separ t'ion
_ ��o in II
Septic Tank/Drainfield Specifications
Daily Flow
0 ( Pressure Distribution? U Yes U No II.....................
•........
Septic Tarik Capacity (If yes, proceed. . . ) ....... .............
t.�
Receiving Soil Typey(1-6) X) �00 cal 'E: Loy Ft oo_,_, 1,?L,TTer. • .i�
Receiving Soil Appl. Rate lia�:�
Trench/Bed Bottom Area LateralsTrench/Be Width ( Schedule/Class yQ II
Trench/Bed Length — ft L Le-
FtT 3�;ft ft I�
II
Diameter II
Elevation Measurements Number in
Orig. Drainfield Area Slope
Final Drainfield Area Slope p r I Separation - '3 ft II
Depth of Bottom of Trench/Bed i Orifices II
from Original Total Number of Orifices ginal Grade
in I Diameter j II
ps pe I Spacing in
in Manifold
owns pe Schedule/Class
Infiltrator Used? U Length 7 S ft II
Yes No Diameter Z ft II
Pump Required? �j f1 Transport Pipe II
(If es Yes �--� No Schedule/Class p
...............P.. S ..........................
Y proceed. . .) .........................: � Length ft
Diameter L in II�P/ iphoa Specificatiohs � Dosing and pump Chambe II
Difference in Elevation Between Pump Shutoff # Doses/Day and Uppermost Orifice (�,p -
ft Dose Quantity. 3i,Q cral
Uppermost Orifice is g n ( Chamber Capacity :o o n
her,
than Pump Shutoff gal II
hi "lower
I �I
Capacity ® Tot. Pres. Head Check the following components if they drain
a' �'8 aflm I between doses:
II
Calculated Tot. Pres. Head t L. I
(Attach P ft ® II
Pump Curve)
Laterals Manifold
Transport (�
F
)'SIGN FORM - PAGE TWO
Rovi.nd 0E/24/94
DESIGN CHECKLISTS
II
Scaled Plot Plan I Scaled Layout Sketch I CrossSection Sketch
I I - II
r I 1p1 I Reference depth from orig-
u^ Test hole locations I lCs Drainfield orientation I inal grade: II
and layout
Property lines 1 I Septic tank lid and
n I Trench/bed_ dimensions and I drainfield cover depth II
Existing and proposed 1 critical distances within I II
wells within 100 ft I layout I Reference depth from orig- I1
of property lines N OKIC I 1 inal grade and restrictive567 II
1 Riw D-Box/"T"/"L" locations 1 strata: (I
Critical distance ( � I II
measurements to cuts, I Septic tank/pump chamber 1 Laterals, trench/bed II
banks, surface water I location,5 eV_ 'pi t -pLo,. 1 top and bottom
IQ3
RI Location and orientation I Observation port location I Curtain drain collector Il
of curtain drain and all 1 I 5ZS STti� N
FWTZT)04
au II
absorption area I Cleanout location Sand
components I I augmentation I)
i II
1 - Manifold placement I No external reference needed: 11
Location and dimension I I 11
of primary system and ( Orifice placement I Observation ports and I�
reserve area I cleanouts 11
Lateral placement, with 1 II
21 Buildings 1 distances to edge of bed 1 Additional mound information: 11
Direction of slop ��0 1 Audible/visual alarm 1 u Upslope and downslope 11
indicator 1 referenced I fill width II
ram, I I � II
Waterlines I U-IJ Scale of drawing shown ( u Settled cap depth at 11
on scale bar 1 center and edge of bed
Roads/easements/ I I r-7 II
driveways/parking I Additional Hound Information: 1 u Sidewall slope II
n I n -
u Critical resource lands 1 u Endslope width I u Up/downslope bed elevat. 11
(if applicable) I n I II
c-7t I u Overall fill dimensions I Completed Reso rce L ds;. d 11
i� North arrow and scale of I I CP�a �'Areg§''C ec}c st Il
drawing shown on bar �Iy I)
Initials `
DESIGN APPROVAL Cate - II
The undersigned designer "does,' Iz does not, waive the regirement to be notified by the 11
installer of the installation and given
given 48 hours to perform a final inspection prior to II
cover. A�,.)`KP&LO6_ t 1-13-9 4 II
Signa ure oz ue539ne 'ITat e
The undersigned has reviewed d app ved�this design on beha f of Mason County of Health I)
Services. «• •
y� II
II
CAUTION: =S DESIGN IS ONLY VALWealcn STAMPED ■APPROVED• SY 221SON CO. DEPT. OF HEALTH II
- II
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A PRE ' D
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DESCRIPTION OF PROPERTY
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SCALE:t inch = 27 feet
AREA CALCULATIONS SUMMARY LIVING AREA CALCULATIONS
A Area Name of Area Size Totals Breakdown Subtotals
R
E GIA1 Unit A 765.00 26.50 X 32.50 861.25
A Unit 8 765.00 -11.50 x 7.50 -86.25
Unit C 765.00 -4.00 X 2.50 -10.00
Unit D 765.00
C26.50 x 25.00 662.50
A Unit F 765.00 15.00 X 5.00 75.00
L Unit E 765.00 4590.00 21.00 x 2.50 27.50
C POR Wd Porch 10.00 25.00 X 11.50 287.50
U Covered Walkway 70.00 25.00 X 15.00 375.00
L Wd Porch 10.00 Ix
5.00 X 15.00 75.00
A Covered Walkway 70.00 2.50 X 11.00 27.50
T Concrete Patio 192.00 32.50 X 11.00 357.50
Wd Porch 10.00 30.00 x 4.00 120.00
o Covered Walkway 70.00 25.00 X 11.50 287.50
N Wd Porch 10.00 25.00 X 26.50 662.50
.S Covered Walkway 70.00 %a 5.00 X 15.00 75.00
Concrete Patio 192.00 2.50 X 11.00 27.50
Wd Porch 10.00 1.00 X 765.00 765.00
TOTAL LIVABLE (rounded) 4590 4590
.. .. . .........::.:
:;::.
t�Ect 418 F a S20
Sham Subdivision:'
Appr : 3 --r-P
Itz'Kf-Iw-t
GENLf.tt:-i(v;cZ; C(Urr
TOTAL TRACT
That portion of the Southwest one quarter of the Northwest one quarter of
section 2, Township 20 North, Range 4 West, W.M. , described as followss
BEGINNING AT the Southwest corner of said Northwest one quarter; Thence S 97-
22' 42" E, along it's South ling, 650.02 feet to a point on the Northerly
margin of State Highway #102 and the TRUE POINT OF BEGINNING; Thence N 1- 55'
10" E, 343.41 Bret; Thence 6 e7- 22' 42" E, 671.10 feet; Thence S 1- 46'
59" W, 343.42 feet to a point on said Northerly margin of State Highway #102,
Thence N 87- 22' 42" W, along said margin, 671.92 feet to the TRUE POINT OF
BEGINNING.
TOGETHER WITH AND SUBJECT TO an easement for ingress, egress and utility
purposes 60 feet in width as shown on the accompanying short plat map.
NOTEt Any further development of the lots in this Short Subdivision will
require an access review by the State Department of Transportation.
I hereby certify that land descriptions of this short subdivision are full and
correct descriptions of the land as they appear on thin short plat.
I further certify that the parties signing as owner or owners are in fact the
owner or owners.
Registered Land Surveyor
LS *15653
IL
M�t
69 MAR I AS : 43
REQUEST OF
SHORT PLAT
AP�P/R�,O(VED 3-/-Xee
- lttlh 4
GENERAL SERVIM DIRECTOR
LOT 1
That portion of the Southwest one quarter of the Northwest one quarter of
section 2, Township 20 North, Range 4 West, W.M. , described as followss
BEGINNING AT the Southwest corner of said Northwest one quarter; Thence S 87-
22' 42" E, along it 's South line, 1161.94 feet to a point on the Northerly
margin of State Highway #102 and the TRUE POINT OF BEGINNING; Thence N 1- 46'
58" E, 343.42 feet, Thence S 87- 22' 42" E 160.00 feet; Thence S 1- 46'58"
W, 343.42 feet to a point on said Northerly margin of State Highway #102;
Thence N 87- 22' 42" W along said margin 160.00 feet to the TRUE POINT OF
BEGINNING.
NOTE: Any further development of the lots in this Short Subdivision will
require an access review by the State Department of Transportation.
418 FP S22
SHORT PLAT 11 I SSI
APPROVED
GENERAL SERVICES DIRECTOR
LOT 2
That portion of the Southwest one quarter of the Northwest one quarter of
section 2, Township 20 North, Range 4 West, W.M. , described as follows:
BEGINNING AT the Southwest corner of said Northwest one quarter; Thence S 87-
22' 42" E, along it 's South line, 1001.94 feet to a point on the Northerly
margin of State Highway #102 and the TRUE POINT OF BEGINNING; Thence N 1- 46'
58" E, 343.42 feet, Thence S 87- 22' 42" E , 160.00 feet; Thence S 1-
46'58" W, 343.42 feet to a point on said Northerly margin of State Highway
#1021 Thence N 87- 22' 42" W along said margin 160.00 feet to the TRUE POINT
OF BEGINNING.
NOTEi Any furhter development of the lots in this Short Subdivision will
require an access review by the State Department of Transportation.
4IS f h 823
SHORT PLAT # �$"S
APPROVED 3
614tC
GENERAL SERVICES DIRECTOR
LOT 3
That portion of the Southwest one quarter of the Northwest one quarter of
section 2, Township 20 North, Range 4 West, W.M. , described as follows
BEGINNING AT the Southwest corner of said Northwest one quarter# Thence S 87-
22' 42" E, along it 's South line, 841.94 feet to a point on the Northerly
margin of State Highway #102 and the TRUE POINT OF BEGINNING; Thence N i- 46'
58" E, 343.42 feet; Thence S B7. 22' 42" E, 160.00 feet; Thence S 1= 46'
58" W, 343.42 feet to a point on said Northerly margin of State Highway #102i
Thence N 87- 22' 42" W along said margin 160.00 feet to the TRUE POINT OF
BEGINNING.
NOTE: Any further development of the lots in this Short Subdivision will
require an access review by the State Department of Transportation.
RE1.1418 FF 824
SHORT PLAT M
APPROVED
flERAL SERVIC S DIRECTOR
LOT 4
That portion of the Southwest one quarter of the Northwest one quarter of
section 2, Township 20 North, Range 4 West, W.M. , described as f011ows7
BEGINNING AT the Southwest corner of said Northwest one quarter; Thence S 87-
22' 42" E, along it's South line 650.02 feet to a point on the Northerly margin
of State Highway #102 and the TRUE POINT OF BEGINNING; Thence North 1- 55'
10" E, 343.41 feet; Thence S 87� 22' 42" E 191, 10 feet; Thence S 1. 46' 58"
W, 343.42 feet to a point on said Northerly margin of State Highway R102;
Thence N S7- 22' 42" W, along said margin, 191.92 feet to the TRUE POINT OF
BEGINNING.
TOGETHER WITH AND SUBJECT TO an easement for ingress, egress and utility
purposes 60 feet in width as shown on the accompanying short plat map.
NOTE% Any further development of the lots in this Short Subdivision will
require an access review by the State Department of Transportation.
SS f �rs-r `r/03�
DECLARATION OF SHORT SUBDIVISION Rut 418 FK S25
KNOW ALL MEN BY THESE PRESENTS:
ti•
That we the undereigned having a real interest in the tract of land
described by this declaration do hereby declare the herein described
division of land approved as Short Subdivision Number SS- i on the
1 w day of ,w qec N , 19n by the Planning Department, subject
o tFe o or`ri ng conditions:
1. That the land described by this declaration may not be further
divided in any manner by anyone within five- (5) years of the above date of
approval without a final plat having been filed for record kith the Auditor
of Mason County. pursuant to the provisions of Chapter 58.17 RCW. and the
regulations of the Platting and Subdivision Ordinance and subject to
penalties attendant thereto.
2. That all maintenance of any private road described by this
declaration shall be by, the owners of the parcels having legal access
thereof their heirs, assigns, or successors.
3. That the legal description of the land herein subdivided into not
more than four (4) parcels is attached hereto and incorporated by reference
as though fully set out herein.
4. That additional covenants, restrictions, if any, solely for the
benefit of the grantor, and his heirs, successors, and assigns enforceable
only by such persons, are attached hereto either as exhibits
or as previously recorded under Auditor's File Number
a ncorporated by reference as though fully set out herein.
S. We. the undersigned hereby waive all claims for damages against any
governmental authority.which may be occasioned to .the adjacent land by the
established construction, drainage, and maintenance of said road .or
driveway.
6. I(We), Ay1 Gj owners) 'of the real. estate
described within egiy condent and it is m our) desire to short subdivide
this property. I(We) do not own any adjoining land under the same Mason
County Tax, Identification "ber which is not included in said short
subdivision. I(We) understand that if this statement is found to be false,
as to the ownership, the smatter will be referred to the Prosecuting Attorney
for legal action.
Director of Ge ral Services
-1- 1/88
3-1-8'9
REs.�418 FR s�?e SS t i Vs-1 4-'7/03,4
BATED this day of Qno _ , 19 KS
AantrGrantor .64
,scarGrantor
Grantor Grantor
STATE OF WASHINTON )
? ss.
COUNTY OF MASON )
On this day personally appeared before we 14, REW F0(tin;Y-cj
l�it%In,o. V E tr;n�,'f-an
to meafown to a the irx�idu'al _& des�fied in as kho executed—tR-e--wT-tfiTn-
and foregoing instrument, and acknowledged that }C �, signed the
same as W� free and voluntary act and deed. for the uses and
purposes therein mentioned.
GIVEN under my hand and official seal this _ Q o day of&_.
192
N7f1"ARY PUBLIC in and for the jaillc
State of Washington residing at 0/7
STATE OF WASHINGTON )
COUNTY OF MASON )
On this day personally appeared before me
to me know to be the individual describedn a o executed e w t n
and foregoing instrument, and ackn—owledge that signed the
sane is free and voluntary act and diQ, for t a uses and
purposes t ere n meni oned.
GIVEN under my hand and official seal this day of .
19
D t prov 3 - NOTARY PLBLIC in and for tR
State of Washington residing at
Director-of eral Services
-2- 1/88
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