HomeMy WebLinkAboutBLD2024-00548 SFR - BLD Application - 5/1/2024 MASON COUNTY rerrtutN°: - D"
COMMUNITY DEVELOPMENT
�v MAY 01 2024
Permit Assistance Center, Building,Planning
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATIONz i
NAME:William Mathwig NAME:William Mathwig(owner)
MAILING ADDRESS:950 E Island take Dr MAILING ADDRESS:
CITY:Shelton STAVE:wa ZIP:98584 CITY: STATE: ZIP:
PHONE#1:36D-265.Om I PHONE: CELL:
PHONE#2: EMAIL:
EMAIL:billQporooling•aom I L&I REG# EXP.
PRIMARY CONTACT: OWNER❑� CONTRACTOR❑ OTHER❑
NAME willk—mmt-p EMAIL bill@porooling.cwm
MAILING ADDRESS 9W E Island Lake Dr CITY Shelton STATE we ZIP 96564 Q
PHONE CELL 360-2115-0oes
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Ntnnber) 42001°t904"' ZONING MR
LEGAL DESCRIPTION(Abbreviated) "a'oeaw�s»nrre�sewovmoeoa✓1.rar�arn.aunzsdvas.ssanzkvs FIREDISTRICT
SITE ADDRESS 950 E Isuwo LAKE OR CITY
DIRECTIONS TO SITE ADDRESS W
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO 0 SNOW LOAD:_psf
IS PROPERTY WITHIN ZOO FT OF TIN FOLLOWING.. (GxGkanuwr apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW❑� ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE Of STRUCTURE(Residence,Gc,w Commerma(Bldg,Ex.. r:FsroaoeE
IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS 4 NUMBER OF BATHROOMS 3S
IIRATED STRUCTURE? YES(Whole Bldg)2] YES 0P.IftjgfNdg)Q NO❑
DESCRIBE WORK SFRvnnrATTACHMGARAGE
SQUARE FOOTAGE:(pmposed)
1ST FLOOR3'S8 sq.fL 2ND FLOOR Sq.& 3RD FLOORO sq.fL BASEMENT 0 sq.k
DECK sq.fL COVEREDDECK sq.fL STORAGE sq.ft. OTHER sq:fL
GARAGE 7t0 sq.ft. Attached 91 Detached❑ CARPORT sq.fL Attached❑ Detached❑
� MANUFACTURED INFORMATION- *4 COPIES OF THE FLOOR PLAN REQUIRED*
_ MAKE MODEL LINGTH
�— BEDROOMS BATHS SERL4L NUMBER
ENVIRONMENTAL HEALTH:
SEWAGEISEWER SOURCE: SEPTIC❑ SEWER❑ / NEW r❑ EXISTING 0
PLUMBING IN STRUCTURE? YES❑ NO❑ If yes,attach completed Water Adequacy Form
t PERII1 E ER/FOUNDATION DRAINS PROPOSED? YES❑ NO[] EXISTING SQ.FT.
EXISTING BEDROOMS 0 PROPOSED BEDROOMS,4 TOTAL BEDROOMS 4
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 per lit/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. INACTWITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CQOE 14..Q4.42)
X
Signature of O.INNER(Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT J(�
PLANNING DEPART T
FIRE MARSHAL
PUBLIC HEALTH
MASON COUNTY COMMUNITY SERVICES Permit No: I 2�,2` .• r�jf�
PERMIT ASSISTANCE CENTER.
+ •BUILDING •PLANNING •FIRE MARSHAL
i 615 W.Alder St-Shelton, WA 98584
www.co.mason.wa.us
Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798
• Phone Belfair:(360)275-4467• Phone Elma:(360)482-5269
PLUMBING & MECHANICAL PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:WILLIAM MATHWIG NAME:WILLIAM MATHWIG(OWNER)
MAILING ADDRESS:950 E ISLAND LAKE DR MAILING ADDRESS:
CITY:SHELTON STATE:wA ZIP:98584 CITY: STATE: ZIP:
1st PHONE:360-265-0063 PHONE: CELL:
2Dd PHONE: EMAIL :
EMAIL:BILL@POROOFING.COM L&I REG# EXP.
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number):420 0141 9 0 4 41 Zoning:
LEGAL DESCRIPTION(Abbreviated):PCL 1 OF BLA#2311 AF#219W30 PTN OF GOVT LOT 1 S 31/7,S 41f72,S 45H35,S 531124-125
SITE ADDRESS:-0 E ISLAND LAKE DR CITY:Shelton
DIRECTIONS TO SITE ADDRESS:
TYPE OF JOB:
NEW ADD=ALT=REPAIR=OTHER=USE OF BUILDING sFR
LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2ND FLOOR=BASEMENT=GARAGE=OTHER=
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS
Type of Fixture No.of Fixtures Fees Fuel Type:Electric�LPC=Natural GaC=]Ductless=
Toilets + Type of Unit No.of Units Fees
Bathroom Sink 5,-/ Furnace
Bath Tubs 2 Heat Pump _
Showers 2 Spot Vent Fan
Water Heater 1 Propane Tank 1
Clothes Washer Gas Ou is 3
Kitchen Sinks Woo Gas ellet Stove 11
Dishwasher 1 Kitche xhaust Hood
Hose bibs 3 Dryer Vent 7—
Other Solar Panel 0
Other 0
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
OWNER acknowledge 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 permittapplication 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS
WILL INVALIDATE THE APPLICATION.
X
Signature of Owner Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
Rev:1,27/2016 1BN
PIIQECTDETAILS
MA THWIG SI TE AND Cl VIL � wM.
roprrrArLrar __Lowe
.a>Rr�r mraA.ruvawwr
950 E ISLAND LAKE DR
EH Setbacks
SECTION 01 TOWNSHIP 20N RANGE 04W q) Drainfield/Reserve requires 10'setback from footing/foundations
PARCEL#.420014190441 B.)Septic tanks)requires 5'setback from all footing/foundations .W� wr.raa.rY
C.)No foundation/Pedmeter Drains within 30ft,downgradient of LEGAL D 7M —
Drainfield/Reserve area ra laFaAsnAraa.Edya.rLwrrsw r.rRar.rrar -
D.)No Cut Banks)(greater than 5111 and over 45 degrees)within
5011t,down gradient of Drainfield/Reserve area SITEBVRWK47lON
r1rABBa ra�eFlaNr�afa -auwarnxawer
esrw..wra aaawTrrAsu mwrnwerrae a
EH APPROVED
MK arlgwNr.1E /
O Rhonda Thompson 06/05/2024 -
QSEPTIC APPROVAL PER SWG2OT SS9 1W WELL SETBACK
J /
BU/LOING DONT'SP LITD/SPERSAONFOR e�T
AREAL/NE
/ EASEMENT L/NE PER BlA2$11 ROOF RUNOFF\ DRIPLINE J _
WALL LINE
O
u ✓4
�s m•,rt '� jrlrt � •
Ar�B TaaFA KEY MAP OF WASHINGTON
ONVICINITY MAP
N.T.S.
I -DISTURBED SOILS TO BE SEEDED
/ ANO MULCHED INACCOROANCE
TOBNWCrar
HATCHLEGEAD
_'.
PROPO.SEDASPHALT
i
� / � � I 1 PROPOSED RETAINING .- -
PROPOSED CONCRETE
gE SHEET FLOW DISPERSION Foa
G'WMYM.htlFF L/NET'PFJSYMBIX LEGEND
•-_ —————— __-- PROPOSED SEWER LINE
PROPOSED WATER LINE
EAEROENCYVEINCLE TUPoUROUNDJ _ —�i _ —V— _ FIRE TURNAROUND
-
PROPERTYLINE
"----...-.- RIGHTOFWAY
_�-- OVERHEAD POWER
/ - — -- - UNDERGROUND POWER
p WELL HEAD
POWER POLE
A SITE IMPROVEMENT PLAN
� co srwLer•ta N 1Sia
FILE:XbW.dit
PRnIEtr�r N'Irq MA THWIG SITE AND CML
C'0
Qa
K --�'.-- u0EL4lAND LAIff IM
m SHEL TON WA 95W
FOR PERMIT WZLLIAM MATHW1G
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LETAr®er rrr i` m.Ba LL.L.ew«Wcsw sunaar
D6SNM!VBrw ! LHTE Na RtaMCMI rY ru.,,wnw.WA aura aS,ELTON LANE LM -
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Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table
Surface Type Length X Width = Area 'All dimensions in feet
Building s X
X = Measurements for buildings are taken at the
_ perimeter of the farthest projections(example:
X
eaves/gutters)
X =
Driveways X
X = Length of drive begins at the right of way
X =
Parkinq Areas X
X = Any paved,gravel or packed area per definition
above table
X =
Patios/Walks X
X = Any paved,gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area(sum of all areas) 7 1
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent 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,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
Name ( Parcel#`�2C1b1-`I 1 -�6 L4-tA-� A _ BLD# Z — UU J�
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
httpHwww.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormivater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A)(Nl— The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions, guidance and examples.(Section 14.48.130)contact Public works at:
Phone: (360)-427-9670 EXT.450
Mail:P 0 Box 1850, Shelton WA 98584
Physical: 415 N 6th St, Shelton WA 98584
If this development has,or will have,a septic/drainfield system you may need to contact 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.Mason
County Division of Environmental Health can be reached at:
Phone: (360)-427-9670 EXT.352
Mail:P 0 Box 1666, Shelton WA 98584
Physical: 426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met
prior to a request for fmal inspection of the building permit.
Owner/Builder/Agent 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,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property d' on as may be required.
X —z Owner/Agent/Contractor(circle one)Date:
Page 2 of 2
�e c t o r
f N G 1 N f F R I N G I N
2724 BLACK LAKE BLVD,ST 202 .TUMWATER WA 98512. TEL:360 352-2477. FAX: 360 352-0179
www.vectorengineeringinc.com
04/22/2024
Small Parcel Stormwater Site Plan
For
Mathwig Site & Civil
Parcel No. 420014190441
Site Location:
950 E Island Lake Dr
Shelton, WA 98584
The subject site is located about 8 miles north of Shelton on a 0.25 acre lot. The lot is
mostly cleared with a moderate slope (10-15%) on the east side of the property. The east
edge of the lot is approximately 400' from the shoreline of Island Lake. Most of the site
will be cleared but some trees and native vegetation will be preserved along the south
edge of the property to assist with dispersion of stormwater runoff. There is an existing
access off of E Island Lake Dr from which the proposed driveway will extend from to reach
the proposed 3,845 square foot single family residence. The total length of the driveway
will be approximately 300' at 12' wide.
All stormwater flows from hard surfaces will be dispersed through vegetated flow paths.
To avoid saturating soils near the foundation of the house, roof runoff will also be
dispersed via downspout extensions to the east. A 4-bedroom septic system is proposed,
the location of the septic system can be seen on the site plan. All drainage features will
be located downhill of the septic tank and drainfield. The entire proposed driveway is
relatively flat and will utilize sheet flow dispersion to the south. All drainage features and
flow directions can be seen on the site plan. Permanent drainage feature details are
attached to this document.
In order to prevent erosion and trap sediments within the project site, the following Best
Management Practices (BMPs) will be used approximately as shown on the Erosion and
Sediment Control (ESC) plan:
• Clearing limits will be marked by fencing in accordance with BMP C103: High
Visibility Fence
• The driveway will be constructed and graveled immediately in accordance with
BMP C105: Stabilized Construction Entrance. Areas accepting sheet flow from
the driveway and parking area (that are not being left in native vegetation) will be
seeded and mulched in accordance to BMP C121: Mulching.
• Silt fencing will be placed at the lower edge of the clearing limits in accordance
with BMP C233: Silt Fence.
1
Mathwig Site & Civil Small Parcel Description VEI Job#2024-Math
Shelton, WA 2024
WARNING:
SURVEYOR'S NOTES:
DESCRIPTION: OF RECORD THIS SURVEY SUPERSEDES PREVIOUS RECORDED SHORT PLAT 3146 AUDITOR FILE NO. HELD HELD CHAIN LINK FENCE BUIL1. RESPONSIBILITY IMPROVEMENTS,
AND EXPENSES FOR
2179273 AS PER DIRECTION OF THE PLANNING DEPARTMENT. CORNER FOR NORTHWESTERLY EASEMENTS
DAROVEIVATE OR MAINTENANCE OF
LOT FOUR (4) OF SHORT SUBDIVISION No. 3137, EASEMENTS AND PRIVATE ROADS LEADING TO
RECORDED AUGUST 23, 2021, IN VOLUME 4 OF CORNER OF TRACT CONVEYED 12 OR SERVING LOTS WITHIN THIS SHORT
THIS SURVEY SUPERSEDES PREVIOUS RECORDED SHORT PLAT SHORT PLAT 3137, TO STATE OF WA, DEPT OF
SHORT PLATS, PAGE 83, AUDITOR'S FILE N0. � SUBDIVISION (UNLESS SUCH ROADS HAVE BEEN
2164881, AND BEING A PORTTON OF AUDITOR'S FILE NO. 2164881 (BEARINGS AND DISTANCES ONLY) GAME' IN DEED AF. NO. ACCEPTED INTO THE COUNTY'S ROAD SYSTEM)
GOVERNMENT LOT ONE (1), SECTION (1), 14294�I. o SHALL REST WITH THE LOT OWNERS.
THIS SURVEY SUPERSEDES PREVIOUS SURVEY RECORDED AT VOLUME 45 OF SURVEYS, o
TOWNSHIP TWENTY (20) NORTH, RANGE FOUR a 2. ANY FURTHER DIVISION OF LOTS WITHIN
(4) WEST, AND GOVERNMENT LOT ONE (1), PAGE 135 (FOR ACREAGE ONLY) '�' THIS SHORT SUBDIVISION SHALL BE SUBJECT
C
SECTION SIX (8) TOWNSHIP TWENTY (20) NORM THE REQUIREMENTS OF CHAPTER 16.36 OF
�� $
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RANGE THREE (3) WEST, W M CURVE TABLE MASON COUNTY CODE., MASON COUNTY, �'
WASHINGTON. NO DELTA RADIUS_ LENGTHGO
�<;aP ► - \ 3. DECLARATION OF SHORT jjBDIVLSION
Cl 77 07.04" 70.00 94.22 Q�� � \V AUDITOR'S FILE N0.
LEGEND: cz 77ro7'oa" 100.00 134.60 e`� � �, i v
C3 9000'00" 30.00 47.12 ti 4 h Q W o
_ #5 IRON BAR W/PLASTIC C4 90*00*00" 25.00 39.27 o�q G���9}\\ A�' oar DIRECTORS APPROVAL
YELLOW CAP SET "HOLMAN, IS 15653"
O = #5 IRON BAR W/PLASTTC / 5 \ fy�� �{ APPROVED FOR RECORDING PURSUANT TO
MASON COUNTY TITLE 16.36
YELLOW CAP FROM PREVIOUS
SURVEY UNLESS OTHERWISE NOTED 7�
� 2 '= FOUND CONCRETE MONUMENT FOUND CONCRETE MONUMENT s 8T'92'30'� � (24
WITH BRASS PIN 0.11'FROM CALCULATED P.T. SOUTHWESTERLY CORNER OF TRACT
DIRECTOR OF COMMUNITY DEVELOPMENT
�� �� �� CONVEYED TO STATE OF WA, DEPT(�)= MEASURED ��-�-----------------------^---- 1i�28�2022,
(p)= pyAT / s er3o'o2'E 395.82(P) _ OF GAME, IN DEED AF. N0. 142944. DATE APPROVED. .
O W= WELL S 87J2'30'E 395.22(M)C2 S 87,
32"30'E 311.40
= SOLES HOLE zo.27 \. IV Ss- HELD CHAIN LINK FENCE FOR ,
®= POWER VAULT / Cl - - - _ _ - 10_ REEN BELT _ r 264 3769 \ o ?'-�. AUDITORS CERTIFICATE
�,, I SOUTHWESTERLY LINE OF TRACT IN
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h WELL FOR -Iwo N 8839'S2'E 101.21 J m (9) �o a 0.23 ACRES ^� �SHELTON WA 98584 NOTE 'O
V �� / 1 0
�_ j' vI ti LOT s 1 0 l o PARKING NOTE 2 J
N 88'39'S2- E 120.36 8 �„ ESMT 3) E o L67 I ro 30.80
n
Z »- ---- 1oa 39 - - 12s 87 - SHORT PLAT
( 2 N 88'39.52' E 130-69
--NOTE G o L69 g 58.92"-� _ RT P
OeLL 3 V _ - ,sass
'A FOR
y�e:�•� I 01 140.51 30.00 - 101.21 - 72.40 - 54.60-
30, SOUTH LINE OF BASIS OF BEARING OWNER PARCEL NO. 32000-65-04001 JERRY P. AND CYNTHIA A. RADTKE
RESULTING PARCEL 2, N 88'3952'E 813.73 MARK S& VICXIE L LEWIS
B.". = LA. NO. 14-49 PO BOX 456 NE 1/4, SE 1/4 IN
m R = 300 SHELTON, WA 98584 NW'A SW 114 NE 114,SE 114
,^ n� TYPICAL / / SECTION 1. TOWNSHIP 20 NORM RANGE 4 VEST,
(DAsz� AND NII IA SW 114
1_ma`s SECRON 6, 1VWNSHIP 20 NORM RANGE 3 MT. II.M
M / 00 PARCEL 142001-41-00040
yymw)= f ..\ / -,,v �r�� NO TES: PO BOX 1473, SHELTON. ILA 98664
`�%-SC.x WATERLINES PLACED IN OPEN SPACE NOT ALREADY SPECIFIED AS AN EASEMENT
MUST TAKE MOST DIRECT ROUTE FROM WELL
FOUND CONCRETE MONUMENT S 620'28' W. �o��'A 1 s HOLMAN & ASSOCIATES
Nm^� 0.58'FROM CALCULATED P.T. +b '�.L l9 ACCESS TO OPEN SPACE LS LaUTED TO SURROUNDING AREA IDENTIFIED MR EACH PROFESSIONAL LAND SURVEYORS
9G��Yr1r�? LOT. SP 3146 LOTS DO NOT HAVE ACCESS TO GLAND LAKE THROUGH SP 3137
S .� OPEN SPACE SEE COVENANTS. RESTRIC77ONS, AND EASEMENTS OF RECORD. P.O. BOX 2379
J SHELTON, WA9IIDIGTON 98684
1 �0 IS"•Y 7.30 ACRES (317,882.05 SQ. FT) CALCULATED ALONG THE SHORELINE AND TO THE (360) 420-2990 PHONE, (300) holMa Ohctcxom>rYAR,
FIGHT-OF-WAY OF E ISLAND LAKE DRIVE SUPERSEDES 7.29 ACRES OF RESULTINGLSCALE: 1"=60 FEET PARCEL 2 BLA NO. 14-49 OF ORIGINAL ASSESSORS PARCEL NO. 42001-41-00040 BY A 0 0.
EQUIPMENT AND PROCEDURES ACREAGE AS SHOWN ON SURVEY VOL 45, PG. 136 SEC. 1, TWP. 20 M, R. 4 W CMF JUNE 2022 21-012
SOKKIA DI 605
PROCEDURE: FIELD TRAVERSE 0 30 60 120 SEC. 6, TWP. 20 N., R. W CRIO)BY SCALE SHEET
DFH 1" = 60• 1 OF 2
WARNING:
SURVEYOR'S NOTES: 1. RESPONSIBDJTY AND EXPENSES FOR
BUILDING, IMPROVEMENTS, OR MAINTENANCE OF
THIS SURVEY SUPERSEDES SHORT PLAT 3146 AUDITOR FILE NO. 2179273 AS PER EASEMENTS AND PRFVATE ROADS LEADING TO
DIRECTION OF THE PLANNING DEPARTJIENT. OR SERVING LOTS WITHIN THIS SHORT
SUBDIVISION (UNLESS SUCH ROADS HAVE BEEN
THIS SURVEY SUPERSEDES PREVIOUS RECORDED SHORT PLAT SHORT PLAT 313 , ACCEPTED INTO THE COUNTYS ROAD SYSTEM)
NOTES: AUDrrOR'S FILE NO. 2164881 (BEARINGS AND DISTANCES ONLY) SHALL REST WITH THE LOT OWNERS.
2. ANY FURTHER DIVISION OF LOTS WITHIN
A) ElMGENCY VEIRCLE TURN AROUIM MUST JWT RiW-N THIS SURVEY SUPERSEDES PREVIOUS SURVEY RECORDED AT VOLUME OF S THIS SHORT SUBDIVISION SHALL BE SUBJECT
COUNTY TITLE 14, CHAPTER 14.17 PAGE 136 (FOR ACREAGE ONLY) TO THE REQUIREl09M OF CHAPTER 16.36 OF
B) INGRESS, EGRESS. DRAINAGE, AND UTILITY RASMENT SP MASON COUNTY CODE.
sOT 1SP oxLY. 3. DECLARA77ON OF SHORT SUBDIVISION
C) LOT I SP 5.96 = 10,800 SQ. FL., OPEN SPACE EASE6adB SQ. REFERE S VEY
LOT 1 = 15,9ea88 3Q. PT, TOTAL AREA= 28,78ae6 SQ. FI: AUDITOR'S FILE NO.
D) LOT 2 SP 3146= 10,800 SQ. F., OPEN SPACE EASEMENT
LOT 2 AREA 17,60a10 SQ. FT. TOTAL AREA = 28,40a1O SQ.
FT. CORRECTION PLAT 40 SHORELANDS DIRECTOR'S APPROVAL
E) LOT 3 SP 3146= 10,800 SQ. FT., OPEN SPACE EASEMENT VOLt4TS,"� -2
LOT 2 AREA 17,60110 SQ. FT. TOTAL AREA = 28,40a10 SQ.
Fr PRE w APPROVED FOR RECORDING PURSUANT TO
F) TOTAL AREA 90315.61 SQ. Pr. (FUTURE DEVELOPMENT) VOLA 136 < MASON COUNTY TITLE 16.36
G) 15' WATERLINE EASEAU NT FOR LOT 3 H) LOT 1 SP 3I37- 8,108.97 SQ. FT., OPEN SPACE EASEMENTOLOT 1 SP 3137= 24,040.81 SQ. FZ, TOTAL AREA = , ,32818.76 3Q. FT. 881 _L) LOT 2 SP 3137= la508.14 SQ. FT., OPEN SPACE EASEME'N'fDIRECTOR OF COMMUNITYDEVELOPMENTLOT 2 SP 3137- 55,53a70 SQ. FT., TOTAL AREA = SHO N69,04164 SQ. FP.,Q LOT 3 SP 3137= 10,114.03 SQ. FT., OPEN SPACE EASEMEN• AUD273 DATE APPROVED. .
LOT 3 SP 3137= 25,621.08 SQ. FL, TOTAL AREA = 35935.11 o
SQ. FT.
K) 20' UNDERGROUND UTILITY EASMIENT. NO ROAD ACCESS. AUDITOR'S CERTIFICATE
L) INGRESS, EGRESS, DRAINAGE, AND UTILITY ITY EASEMENT SP c�
3137 LOTS ONLY. 1Yj
o w D FOR RECORD THIS . . . DAY OF
�,. 20.7?-AT .I;� .m IN
DETAIL 4 VOLUME. y. . . OF SHORT PLATS, PAGE
LINE TABLE NOT TO SCALE V AT THE REQUEST OF DANIEL F. HOLMAN
N0. BEARING DISTANCE N0. BEARING PWANCE �
x la AUD17110R'S FILE NO. .M$3k;.l
v
Ll S 18 4151" W 40.58 181 S 7728'38" W
L2 N 15100'00" E 37.19 L62 N 74-59' 7" E 4. `� q' ') S NCO A R
L4 S 1641*51` W 10.09 L67 N 88 ' E ��,
L9 S 0613'47' E 26.96 L68 S 0120 E 0 'X
L18 S 65 370'26" E 147& "0 952 2.°z E�;� HIGH AS f�.0 q �� SURVEYOR'S CERTIFICATE
L19 N 2320'07' E 36.84 L7 S 74 9'06' 0 OBSERVED ^ "
L80 S 6556'21" E 44.28 0 N 67105*4 " E 7 .32 MARCH 2021 Jk� a O
�h = c�' THIS MAP CORRECTLY REPRESENTS A SURVEY
121 S 24 U3'39" W 15. N 88'38'5 " E 1.21 } p MADE BY ME OR UNDER MY DIRECTTON IN
L22 S 12 48'33" E 42. 3 L8 S 74'39'0 " E 15.80 8i CONFORMANCE WITH THE REQUIREMENTS OF
I� y THE SURVEY RECORDING ACT AT THE REQUEST
124 S 12*44:21" E 8 3 67105' 1" E 79.01 �.,`v kW
L28 N 12 46'09" 33 05 4 9' " E 88.35 �f : OF. BERRY.& PTN.�IA.ROMP. . . . .
L 6 N 0628'1 7.29 N 62" E 2.88 o ISLAND IN . . . JUNE. . . . . .. .goz2 .
" ------------ Q �)
L36 N 0837' 1 N 0120'08" W 15.00 LAKE tlq! `.•: ki
L37 N 4 '12 1. L87 87'05'41" E 3 07 41 t44 .,� °i ANIEL F. HOLM" P.L.S. N0. 15853
L38 4 7'33 OB L88 N 8359'18" W 37.60 Ao -+- le "
L39 N '4'02'25" E 5.08 L90 S 83'31'23' E 28.00Xh' �=
L40 66'38'36>' E 1 70 L92 S 0628'37" W 20.00
L415' 7" E L93 S 0628'37" W 25.52
88 46" E 1 .42 L94 S 65'30'28" E 43.47 y
N 3 833" E 11.48 L95 N 3018'25" E 6.59 + ul q `t
1" 2 2 '2' E 7.68 L96 N 2320'07" E 8.44 (
L45 19�8' " E 8.96 L97 S 65"5821" E 20.98 35.41 '..
L46 �12'32 4" E 14.46 L98 S 0628'37" E 8.68 now
L47 N 2212'54" W 12.00 L99 S 6536'21" E 20.12
L48 1029'11" E 15.15 LI00 N 88'39'52" E 26.40 fOyat L
N 2012'17" W 11.17 Llol N 791946" W 62.58
N 022224" E 15.87 L102 N 21'51'00' E 5.44
L51 N 27'41'04" E 14.82 1103 N 0628'37' E 5.66 21-012REVISED.DWG
L52 N 3622'12" E 10.48 L104 S 77 00'09' E 10.07 NOTES. n_OlZSP ASC
L53 N 39'39'04" E 5.54 U05 N 0628*37' E 20.13 EXTREME HIGH WATER LINE VISIBLE MARCH;
L54 S 6417'25" E 11.08 L106 N 1520'26" E 15.66 2021 SUPERCEDES PREVIOUS SHORELINES FOR SHORT SUBDIVISION NO. 3146 REVISED
180 S 0628'37" W 6.44 L110 N 791946" E 20.05 SETBACK PURPOSES ONLY.
LOT LINES ON LOTS 1, 2, AND a SP 3137 SHORT PLAT
ARE ALL ABOVE THE BASE FLOOD ELEVATION FOR
FOR ISLAND LAKE JERRY P. AND CYNTHIA A. RADTKE
IN
NE'A SE 114
SECTION 1, TOWNSHIP 20 NORM RANGE 4 HEST,
A R O AND xW 1
NOTES. SW
SECTTON 6, TY)lINS1ID'20 NORM RANGE 3 HEST, II.Y
PARCEL 142001-41-00040
c: ANY NEW OR REVISED ACCESS ROADS/DRIVEWAYS MUST MEET OR EXCEED THE REQUIREMENTS IN ACCORDANCE WITH MASON COUNTYS STANDARDS FOR FIRE P°eox 147a strtsLTvx, IA 96564
APPARATUS ACCESS ROADS, MASON COUNTY TITLE 14 CHAPTER 14.17.
N N Z HOLMAN & ASSOCIATES
q w IF THE ACCESS IS MORE THAN 14X GRADE FIRE SPRINKLERS MUST BE INSTALLED IN ALL HOMES ACCESSED BY THE APPROVED ACCESS ROAD. PROFESSIONAL LAND SURVEYORS
0 a a P.O. BOY 2379
m o 0.0 WATER WITHDRAWALS (SP 3146) FROM ANY AND ALL EXEMPT WELLS APPLY TO PARCELS CREATED FROM THE ORIGINAL LOTS, PARCEL NO. 42001-41-00040 SHELTON, WASHINGTON 98554
ARE LIMITED TO 2501 GALLONS A DAY TOTAL UNLESS A WATER RIGHT IS OBTAINED FOR ADDI7TOINAL VOLUME ABOVE THE EXEMPT 2501 GALLONS. THE (350) 426-Z990 PHONIC (360) holm *hctc.com ENAII
AMOUNT OF WATER THAT CAN BE WITHDRAWN FROM EACH LOT IS SPECIFIED BELOW LOT 1 = 834 GALLONS, LOT 2 = 834 GALLONS, LOT 3 = 833 GALLONS,
m 0 LOT 4 = 0 GALLONS DWN BY DA J
OB
00 o» CMF JUNE, 2022
r] N y0
N CIDLD BY SCALE DFH I" = 60' 2
CN 5wo