HomeMy WebLinkAboutBLD2024-00548 SFR - BLD Application - 5/1/2024 (2) MASON COUNTY Permit NO: ' - �
COMMUNITY DEVELOPMENT
MAY 01 2024
Permit Assistance Center, Building,Planning
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATIONz
A
NAME:William Mathwig NAME:William Mathwig(owner)
MAILING ADDRESS:W E Island Lake Dr MAILING ADDRESS:
CITY:SW— STATE:Wa ZIP.98584 CITY: STATE: ZIP:
PHONE#1:360-2&"063 I PHONE: CELL:
PHONE#2: EMAIL:
III,:bill@poroofing.com , L&I REG# 02. / /_
PRIMARY CONTACT: OWNER❑p CONTRACTOR❑ OTHER❑
NAME 1e A'eftig EMAIL bill@pormfing.mm
MAILING ADDRESS gso E Island take Dr CITY aheftm STATE wa ZIP fi8584 Q
PHONE CELL 3e0.265-0
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) ZONING NR
LEGAL:DESCRIP-TION(Abbreviated) FIREDISTRICT
SITE ADDRESS 9W E IMAM UICE OR CITY m
DIRECTIONS TO SITE ADDRESS
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD:_psf
IS PROPERTY WITIO N 100 FT OF THIS.FOLLOWING:. (Chspk all that appiv
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM[[]
TYPE OF WORK: NEW 0 ADDITION❑ ALTERATION❑ REPAIR[I OTHER ❑
USE OF STRUCTURE(Residence,Gauge.Commeragi Bldg,Etc)REsroa"ce
IS USE: PRIMARY 2] SEASONAL❑ NUMBER OF BEDROOMS' NUMBER OF BATHROOMS'S
HFATED STRUCTURE? YES(whole Bldg)❑+ YES(P-fs1 ofNdg)❑ NO❑
DESCRIBE WORK SFR WITH ATTACHED GARAGE
SOUARE FOOTAGE:(pwposa)
1ST FLOOR3'Se sq.ft. 2ND FLOOR° sq.ft 3RD FLOORD sq.ft BASEMENT sq.$
DECK sq.R COVERED DECK sq.ft. STORAGE sq ft. OTHER sq:fi.
GARAGE 71e sq.ft. Attached 91 Detached❑ CARPORT sq.R Attached❑ Detached❑
MANUFACTURED ORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
J MAKE MODEL LENGTH
=:h BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE(SEWERSOURCE: SEPTIC El SEWER❑ / NEW El EXISTING❑
PLUMBING IN STRUCTURE? YES❑� NO❑ Ifyes,attach completed Water Adequacy Form
PERUVMTERNOUNDATION DRAINS PROPOSED? YES El. NO❑ EXISTING SQ.FT.
EXISTING BEDROOMS a PROPOSED BEDROOMS,° TOTAL BEDROOMS °
OWNER acknowledges that submission of inaccurate information may result in a stop work order or pemdt revocation.Acknowledgement of such is by
signature below.I declare that I am the owner and 1 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 pernittapplication 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. INACTFVTTY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY COQE 1.4.0,42)
X
Signature of OWNER(Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT J(y C
PL ANNINQr DEPARTNMU NT_
FIRE MARSHAL
PUBLIC HEALTH
MASON COUNTY COMMUNITY SERVICES PermitNo.bc
PERMIT ASSISTANCE CENTER:
•BUILDING •PLANNING •FIRE MARSHAL
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:
Is'PHONE:360-265-0063 PHONE: CELL:
2n'PHONE: EMAIL :
EMAIL:BILL@POROOFING.COM L&I REG# EXP.
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number):4200141901+1 Zoning:
LEGAL DESCRIPTION(Abbreviated):PCL 1 OF BLA#23-11 AFd219W30 PTN OF GOVi LOT 1 S 31n,S 41172,S 45/135.S 53/124-125
SITE ADDRESS:950 E ISLAND LAKE DR CITY:Sheiton
DIRECTIONS TO SITE ADDRESS:
TYPE OF JOB:
NEW 0 ADD=ALT=REPAIR=OTHER=USE OF BUILDING SFR
LOCATION OF FIXTURES/UNITS—I ST FLOOR=2ND FLOOR=BASEMENT=GARAGE=OTHERO
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS
Type of Fixture No.of Fixtures Fees Fuel Type:Electric=_PCC3Natural GasE=]Ductless=
Toilets + 4 Type of Unit No.of Units Fees
Bathroom Sink Furnace
Bath Tubs 2 Heat Pump
Showers 2 Spot Vent Fan
Water Heater 1 Propane Tank 1
Clothes Washer Gas O is
Kitchen Sinks �� Woo Gas ellet Stove 1 -
Dishwasher 1 Kitche xhaust Hood
Hose bibs 3 Dryer Vent �—
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
PRO.ECTOFTAILS
MA THWIG SI TE AND Cl VILE �ENGMEFR
11�p �
950 E ISLAND LAKE DR EH Setbacksm
SECTION 01 TOWNSHIP 20N RANGE 04W n) Dralnfield/Reserve requires 10'setback from footing/foundations
PARCEL#420014190441
B.)Septic tanks)requires 5'setback from all footing/foundations
C.)No foundation/Perimeter Drains within 30ft,downgradient of [E64L qty pN
Drainfield/Reserve area a/a�AsnAwlB�lrrRorBa9rLorr•lw.urAlYat•
D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within
1 50ft,down gradient of Drainfield/Reserve area 8//EYrf19rMMTlON
rnrar �s/asran
wnir�wK u�wBMRrmwa� wrrraiearB+ue r
/�� aor rAiBrarBkaE r
EH APPROVED
M1S BAtpM/!MO
Rhonda Thompson 06/05/2024 -
QSEPnCAPPROVL PERSKT:2022-0fA599 I WEL SET CA
BUKOMG DO FOUTOISPERSIONF'OR
AREALINE ROOF RUNOFF
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V/GNITYMAP
5kpp= .a 6� N.T.S.
OISTURBEO SOILS TO BE SEEDED
ANOMULCHEDWACCORO,WCE
HATCHLEGEND -
PROPOSEDASPHALT
~ PRlW09E0 RETAINING
PROPOSED CONCRETE
_ vi�� SREETROWOISPEFSION FDR LINETYPE/SYMBOL LEGEND
7{ i ORNEWAYRLWOFF
PROPOSED SEWER LINE
PROPOSED WATERLINE
EMERGENCY VEHICLE TvR OUMD FIRE TURNAROUND
PEReu25a1
PROPERTYLINE
/ RIGHT OF WAY
OVERHEAD POWER
/ UNDERGROUND POWER
WELL HEAD
POWER POLE
A S/TE IMPROVEMENT PLAN '
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Vector
I N G I N f E 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.cam
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
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=.
'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.
ZCommon 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
Buildings X =
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections(example:
eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
Parking 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)
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 I of 2
Name G Parcel# �T2(b� - _ `-� ( BLD# " Z. - 5 ;
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:
htti)Hwww.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 Stormwater 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 final 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 propertyfor4 d i on as may be required.
X -z Owner/Agent/Contractor(circle one)Date: IL
Page 2 of 2
WARNING:
SURVEYOR'S NOTES:
DESCRIPTION: OF RECORD 1. RESPONSIBILITY AND EXPENSES FOR
THIS SURVEY SUPERSEDES PREVIOUS RECORDED SHORT PLAT 3146 AUDITOR FILE NO. HELD HELD CHAIN LINK FENCE BUILDING, IMPROVEMENTS, OR MAINTENANCE OF
LOT FOUR (4) OF SHORT SUBDIVISION NO. 3137, 2179273 AS PER DIRECTION OF THE PLANNING DEPARTMENT. CORNER FOR NORTHWESTERLY EASEMENTS AND PRIVATE ROADS LEADING TO
RECORDED AUGUST 23, 2021, IN VOLUME 4 OF CORNER OF TRACT CONVEYED OR SERVING LOTS WITHIN 77HS SHORT
SHORT PLATS, PAGE 83, AUDITOR'S FILE NO. THIS SURVEY SUPERSEDES PREVIOUS RECORDED SHORT PLAT SHORT PLAT 3137, TO STATE OF WA, DEPT OF SUBDIVISION (UNLESS SUCH ROADS HAVE BEEN
2164881, AND BEING A PORTION OF AUDITOR'S FILE NO. 2164881 (BEARINGS'AND DISTANCES ONLY) GAAE'I IN DEED AF. NO. m
ACCEPTED INTO THE COUNTY'S ROAD SYSTEM)
GOVERNMENT LOT ONE (1), SECTION (1), 1429411' o SHALL REST WITH THE LOT OWNERS.
TOWNSHIP TWENTY (20) NORTH; RANGE FOUR TlffS SURVEY SUPERSEDES PREVIOUS SURVEY RECORDED AT VOLUME 45 OF SURVEYS, a 2, Ally FURTHER DIVISION OF LOTS WITIIIN
(4) WEST, AND GOVERNMENT LOT ONE (1), PAGE 135 (FOR ACREAGE ONLY)
THIS SHORT SUBDIVISION SHALL BE SUBJECT
SECTION SIX(6) TOWNSHIP TWENTY (20) NORM '
� TO THE REQUDREMENTS OF CHAPTER 16.36 OF
RANGE THREE (3) WEST, W.M., MASON COUNTY, CURVE TABLE }° oo MASON COUNTY CODE.
WASHDVGTON. NO DELTA RADIUS_ LENGTH 6 i 3. DECLARATION OF SHOR SUBDIVISION
Cl 7T0T04" 70.00 94.22 AUDITOR'S FILE NO. 21,7,�z JZ.
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O = #5 LRON BAR W/PLASTIC 9 �� 19 APPROVED FOR RECORDING PURSUANT TO
YELLOW CAP FROM PREVIOUS o�yk��� MASON COUNTY TITLE 18.38
SURVEY UNLESS OTHERWISE NOTED SOUTHWESTERLY CORNER OF TRACT 1�" -
= FOUND CONCRETE MONUMENT FOUND CONCRETE MONU3[ENT S 87W'30'
WITH BRASS PIN -/0.11'FROM CALCULATED P.T. ' ' ' ' . ' ' ' ' '
(M)= MEASURED -------_-_-_-_-_-_-_-_ � ��, -�„''� --CONVEYED TO STATE OF WA, DEPT DIRECTOR OF COMMUNITY DEVELOPMENT
(P)= PLAT / S 87'30'02-E 3ss.a2 P ---- OF GAME, IN DEED AF. NO. 142944. is 28�2022
(I ?�-- DATE APPROVED. .
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Z 0 7_S W NOTE G `0 3 - L69 S 58.92"-�
Qa� I V _ - 153.95 - f04.39 - - 125.87 - SHORT PLAT
(na;�.. % I 3p'1 140.51 30.00 101.21 72.40 - 54.60- '� FOR
Qam ;% ` /30' SOUTH LINE OF
�2 BASIS OF BEARING OWNER PARCEL NO. 32000-85-04001 JERRY P. AND CYNTHIA A. RADTKE
= R SU NO.LTJNG PARCEL
N 8839'52'E 813.73 MARK S& VICKIE L LEWIS DP
m� PO BOX 456 NE 114, SE 1/4
R= 300 / SHII,TON, WA 98584 NW 114, $W 1 4 NE 114, SE 114
"z= TYPICAL / / SECTION 1, TOWNSHIP M 20 NORTH, RANGE 4 WEST
f-2m / CO SECTION 6, 70WNSRP 20 NORM SW BINGE 3 WEST, WK
NOTES: PO BOX 14M ARCEL 1Ivlfl W MM4
StC>7'jO WATERLINES PLACED IN OPEN SPACE NOT ALREADY SPECIFIED AS AN EASEMENT
FOUND CONCRETE MONUI�EIT S 52026' W. O 4, MUST TAKE MOST DIRECT ROUTE FROM WELL
Nas� 0.56' FROM CALCULATED P.T. +� ��L AL9 ACCESS TO OPEN SPACE IS L60TED TO SURROUNDING AREA IDENT=D FOR EACH 1 6 HOPM�NONAL ASSOCIATES
SURVEYORS
9G Q�r LOT. SP 3I48 LOTS DO NOT HAVE ACCESS TO ISLAND LAKE THROUGH SP 3137
o OPEN SPACE SEE COVENANTS, RESTRICTIONS, AND EASEMENTS OF RECORD. P.O. BOX 2879
j SHEI.TON, WA3HINCTON 98684
7.30 ACRES (317,882.05 SQ. FT.) CALCULATED ALONG THE SHORELINE AND TO THE (360) 426-2990 PHONE, (360) holm Ohctc.com EMAIL
RIGHT-OF-WAY OF E ISLAND LAKE DRIVE SUPERSEDES 7.29 ACRES OF RESULTING
EQUIPMENT AND PROCEDURES SCALE: 1"=60 FEET A PARCEL 2 BLA NO. 14-49 OF ORIGINAL ASSESSORS PARCEL NO. 42001-41-0 0040 Y A JO O.
SOMA IX 606 ACREAGE AS SHOWN ON SURVEY VOL 45, PC. 135 SEC. 1, TWP. 20 N., R. 4 W. CMF JUKE, 2022 21-012
PROCEDURE FIELD TRAVERSE 0 30 60 120 SEC. 6, TWP. 20 N., R. 3 W CHKD BY SCALE SHEET
DFH 1" = 60' 1 OF 2
WARNING:
SURVEYOR'S NOTES: 1. RESPONSIBILITY AND EXPENSES FOR
BUILDING, IMPROVEMENTS, OR MAINTENANCE OF
THIS SURVEY SUPERSEDES SHORT PLAT 3146 AUDITOR FILE NO. 2179273 AS PER EASEMENTS AND PRIVATE ROADS LEADING TO
DIRECTION OF THE PLANNING DEPARTMENT. OR SERVING LOTS WITHIN THIS SHORT
SUBDIVISION (UNLESS SUCH ROADS HAVE BEEN
THIS SURVEY SUPERSEDES PREVIOUS RECORDED SHORT PLAT SHORT PLAT 3137, ACCEPTED INTO THE COUNTYS ROAD SYSTEM)
NOTES: AUDITOR'S FILE NO. 2164881 (BEARINGS AND DISTANCES ONLY) SHALL REST WITH THE LOT OWNERS.
2. ANY FURTHER DIVISION OF LOTS WITHIN
A) EMERGENCY VEHICLE TURN AROUND MUST MEET MASON THIS SURVEY SUPERSEDES PREVIOUS SURVEY RECORDED AT VOLUME,4fi_OF SURVEYS, THIS SHORT SUBDIVISION SHALL BE SUBJECT
COUNTY TITLE 14. CHAPTER 14.17 PAGE 135 (FOR ACREAGE ONLY) TO
, UTILITY EASSIQsNT SP THE REQUIREMENTS OF CHAPTER 18.36 OF
B) INGRESS EGRESS DRAINAGZ AND UT --�� �"��_� •-, MASON COUNTY CODE.
3148 LANs ONLY
C) LOT I SP 3146 = 10,800 SQ. FT., OPEN SPACE EASEMENT - 3. DECLARATION OF SHORT SUBDIVISION
1 = 15,96a68 SQ. FT, TOTAL AREA = 26,76168 SQ. FT. REFj ERENC�j, /C U�I VEYS.. '\ AUDI7'oR's FILE No.
D) LOT 2 SP 3146 = 10,800 SQ. IT., OPEN SPACE EASEMENT -1=� 1✓ V L 1
LT 2 AREA 17,603.10 SQ. FT., TOTAL AREA = 28,40a10 SQ-
FT.
CORRECTION PLAT OF SLAND 1 dKE SHORELAND5
E) LOT 3 SP 3146 = 10,500 SQ. FT.. OPEN SPACE EASEMENT VOLUME 4,OF-PLATS,\PAG1•S.,1-2
DIRECTOR'S APPROVAL
LOT 2 AREA 17,6oalo SQ. fT., TOTAL AREA = 28,40a10 SQ. /
FT PREVIOUS'SURVEY,, �. aw APPROVED FOR RECORDING PURSUANT TO
F) TOTAL AREA 96315.61 SQ. FT. (FUTURE DEVELOPMENT) VOLUME,45 OF SURYE}'S, PAGE 135 10 MASON COUNTY TITLE 16.36
G) 15' WATERLINE EASEN77 FOR HAT 3
H) HAT 1 SP 3137 = 8,188.97 SQ. FT, OPEN SPACE EASEMENT
LO24,849.81
T 1 SP 3197= 24 24,849.4B.B1 SQ. F FT., TOTAL AREA = . SHORT PLAT NO. 3137 �o
32018.78 SQ. ET. AUDITOR'S,FH.E NO %2?M4881
I) LOT 2 SP 3137= 13,608.14 SQ. FT., OPEN SPACE EASEMENT - • - ' -
LOT 2 SP 3137 = 55,53a70 SQ. IT., TOTAL AREA - x DIRECTOR OF COMMUNITY DEVELOPMENT
69,041.84 SQ. FT. SHORT PLAT NO. 3146 .I m /
!) LOT 3 SP 3137= 10,114.03 SQ. Yr., OPEN SPACE EASEMENT AUDITOR'S FILE IJO. 2179273 F2� DATE APPROVED. . . . . . . .t-z. . . . . .
LOT 3 SP 3137= 25,821.08 SQ. FT., TOTAL AREA = 35935.11 UQ
SQ. FT. y
K) 20' UNDERGROUND UTfJTY EASEMENT. NO ROAD ACCESS. a AUDITOR'S CERTIFICATE
L) INGRESS, EGRESS, DRAINAG$ AND UTILITY EASEMENT SP -
3137 LOTS ONLY.
o w FlIED FOR RECORD THIS . DAY OF
DETAIL 4 O.Vyg-• . - 20,7�-AT .ii'�4 . ., !�•.M. IN
w� VOLUME. y. OF SHORT PLATS, PAGE . 1�.1.
LINE TABLE NOT TO SCALE a'a w AT THE REQUEST OF . . . . . . •. . . . . . . . .
DANIEL F HOLMAN
x r1�.�w i AUDITOR'S FILE NO.
N0. BEARING DISTANCE N0. BEARING DISTANCE � -
v
Ll S 16.41'51" W 40.58 L61 S 7728'38" W 6,82nv
12 N 15'00'00" E 37.19 L62 N 74 5927" E '44.20 g � • • • • • •
L4 S I6 41'51" W 10.09 L67 N 88'3$'52" E 120.00 �� � '� N COUNTY A OR
L9 S 0613'47" E 25.96 L68 S 0120'08" E 90:Of1 ';K
LIO S 1957'54" W 14.60 L69 _S_01�0'05-\"i 40.00 EXTREME HIGH V
L18 S 65'30'28" E 47.58 L70., N 88-8'952",E' 62.22 WATER AS of "� SURVEYOR S CERTIFICATE
L19 N 2320'0T E 36.84 1,79 S 74'39'06" E 4.80 OBSERVED
120 S 655621" E 44.26 L40 N 67'05.41 E\ 74.92 MARCH 2021 '2 J THIS MAP CORRECTLY REPRESENTS A SURVEY
121 S 24'03'39" W 15.57, L81 `, N 8829'52" E 71.21 MADE BY ME OR UNDER MY DIRECTION IN
�r CONFORMANCE WITH THE REQUIREMENTS OF
L22 S 12'48'33" E 42:Q3�, L8a \S 7429'06"�E 15.80 + W THE SURVEY RECORDING ACT AT THE REQUEST
L24 S 12'44'21" E 71.87., L83 WN 67'05417 E 79.01 yd t
L26 N 12'48 09" W 33.05 L84 N 88'39 b" E 68.35 Y Q OF. BERRY.4 CYN,YTHIA.RApTKE. _ . , . ,
L35 N 06281ff Fr 729 L85, N 88'39'S2" E 2.86 c � ISLAND IN - - - DUNE- - - - � 10�
L36 N 0857 59" 1 22 -----'� 3 , L8F N 0120'06" W a07 A Q� LAKE �� `.• �!^'
L37 N 00 4,912' E� .�11�1 L87`� ;N 6T05'41" E 3.07 - -
L38 1y'49'37.33" E 11.08 LB8 N 6359'18" W 37.60 W �41ANIEL F. HOLMAN P.L.S. NO. 15653
L39 N 44'02 25" E 15.08 Lg0 S 83'31'23" E 28.00 J9 X h
L40 N 66'38 36' E 16.70 L92 S 0628'37" W 20.00
L41 N 73°05 07" E 17.�l L93 S 0628'37" W 25.52 F
Z42. N.8822 46" E 14 42 L94 S 65'30'28" E 43.47
L43 N 43 46'33" E 11.48 L95 N 3018'25" E 6.59
L44 N 23'21'12" E 7.68 L96 N 2320'07" E 8.44 L11
L45 N 19 50'35" E 8.96 L97 S 65'5621" E 20.98 55'f7
L46 N 1222'34" E 14.46 L98 S 0628.37" E 8.68
L47 N,:2212'54" W 12.00 L99 S 6556'21" E 20.12 113TE0�
L48 ;' N 1029'11" E 15.15 LIOO N 68'3952" E 26.40 fONu[ tt�
9_ N 2012'17" W 11.17 L101 N 7919'46" W 62.56 1
L5D N 022224" E 15.67 IJ02 N 21 51'00" E 5.44
L51 N 27'41'04" E 14.82 L103 N 062637" E 5.66 NOTES: 21-012REWSED.DWG
L52 N 36'32'12" E 10.48 L104 S 77'00.09" E 10.07 21-012SP.ASC
L53 N 3929'04" E 5.54 L105 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
L60 S 062837" W 6.44 L110 N 7919.46" E 20.05 SETBACK PURPOSES ONLY.
LOT LINES ON LOTS 1, 2, AND 3, SP 3137 SHORT PLAT
ARE ALL ABOVE THE BASE FLOOD ELEVATION FOR
FOR ISLAND LAKE. JERRY P. AND CYNTHIA A. RADTKE
IN
NE 114, SS 114
SELTION 1, TO"SIIP 20 NORTR RANGE 4 WEST,
AND Mw'A SII 114
NOTES: SECTION 6, TOWNSHIP 20 NORM RANGE 3 NEST, W.M.
PARCEL 142001-41-00040
PO BOX 14M SMMIUN, WA 98684
C ANY NEW OR REVISED ACCESS ROADS/DRIVEWAYS MUST MEET OR EXCEED THE REQUIREMENTS IN ACCORDANCE WITH MASON COUNTYS STANDARDS FOR FIRE
=O APPARATUS ACCESS ROADS, MASON COUNTY TITLE 14 CHAPTER 14.17.
U N z HOLMAN AL ASSOCIATES
IF THE ACCESS IS MORE THAN 14Z GRADE FIRE SPRINKLERS MUST BE INSTALLED IN ALL HOMES ACCESSED BY THE APPROVED ACCESS ROAD.
� w PROFESSIONAL LAND SURVEYORS
0 rn P.O. BOY 2379
C ELa 0 WATER WITHDRAWALS (SP 3146) FROM ANY AND ALL EXEMPT WELLS APPLY TO PARCELS CREATED FROM THE ORIGINAL LOTS, PARCEL NO. 420 01-41-0 004 0 SHELTON, WASHINGTON 96584
w ARE LIMITED TO 2501 GALLONS A DAY TOTAL UNLESS A WATER RIGHT IS OBTAINED FOR ADDITIONAL VOLUME ABOVE THE EXEMPT 2501 GALLONS. THE (360) 426-2990 PHONE, (300) holm *hctc.com EMAIL
AMOUNT OF WATER THAT CAN BE WITHDRAWN FROM EACH LOT IS SPECIFIED BELOW. HAT 1 = 834 GALLONS, LOT 2 = 834 GALLONS, LOT 3 = 833 GALLONS,
LOT 4 = 0 GALLONS.
DYN BY DATE JOB NO.
oo o g CMF JUNE, 2022 21-012
M N 10
CFICD BY SCALE 3F7ffisT
N LL
N 5 o DFH I" = 60' 2 OF 2