HomeMy WebLinkAbout050619_ca02 Department of Public Works
O Consent Agenda
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Jefferson County
Board of Commissioners
Agenda Request
To: Board of Commissioners
Philip Morley, County Administrator
From: Monte Reinders, Public Works Director/County Engineer
Agenda Date: May 6, 2019
Subject: Open Right-of-Way Request - Portion of Cleveland St.
Statement of Issue:
Public Works has received an application to open a portion of platted Cleveland St.
for approximately 420 feet for access to property for development of a single family
home.
Analysis/Strategic Goats/Pro's &t Con's:
The proposed area of right-of-way to be opened is located within the Plat of Portage
Bay Park. This road is not proposed to be a County Road, therefore the County will
not be responsible for maintenance should this request be approved.
Fiscal Impact/Cost Benefit Analysis:
There will be no cost to the County for maintenance or construction should this right-
of-way be opened.
Recommendation:
Per RCW 36.80.030, the County Engineer shall have the supervision, under the
direction of the Board of County Commissioners, to prepare standards for opening
County right-of-way. Therefore, Jefferson County Public Works recommends approval
of this application to open a portion of platted Cleveland St. for approximately 420
feet, as outlined on the attached Engineer's Report. The Board is asked to sign the
Resolution and return to Public Works.
Department Contact:
Terry Duff 360-385-9159
Reviewed By:
7j2, �7 ��- 5/ 3r ,
Philip Morley, County Administrator Date
STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the Matter of a Resolution )
to Construct Roads and Utilities on a ) Resolution No.
Portion of Public Right of Way )
Known as Cleveland St. )
WHEREAS, an application to construct roads and utilities on public right-of-way has been
submitted by Mike and Linda McCutcheon for the purpose of developing a home on Lot 40 within the
Plat of Portage Bay Park, and
WHEREAS, said development will require opening approximately 420 feet of Cleveland St., and
WHEREAS,the Revised Code of Washington (RCW) 36.75 and 36.80 places the supervision of
right of way, including the development of road standards, under purview of the County Engineer, acting
under the supervision and authority of the Board of County Commissioners, and
WHEREAS,the applicant has proposed to construct roads to a standard less than what would be
required for public roads, and
WHEREAS,the County Engineer has examined the right of way and the existing road system and
the potential for future development and recommends that this request be approved provided the
standards described in the County Engineer's report dated February 25, 2019 are followed, and
WHEREAS,the applicant will be responsible for the maintenance of this section of roadway and
it is understood that the County will not be responsible for maintenance of this section of roadway and
that it will not be added to the official County Road log until such time as the road is improved to public
road standards and added to the County Road Log through Board action, and
WHEREAS, in lieu of requiring the road to be constructed to full public road standards at this
time, the applicant will be required to sign a no protest agreement waiving rights, except as to the
method of assessment,to protest formation of a pro-rata cost sharing arrangement such as a Road
Improvement District(RID) should it become necessary in the future to upgrade this road,whether
proposed by petition or a resolution of the Board of County Commissioners,
NOW,THEREFORE BE IT RESOLVED, that applicant shall be granted permission to open the following
right of way:
Cleveland St.from SR116 (milepost 2.55 right) running south from the end of the existing
segment of road, which is approximately 275 feet from SR116,for a total distance of
approximately 420 feet to the end of Lot 40.
BE IT FURTHER RESOLVED,that roads shall be constructed in general conformance with the standards
recommended in the County Engineer's report dated February 25, 2019.
BE IT FINALLY RESOLVED,that prior to performing construction the applicant shall receive any and all
necessary permits including a permit from the Department of Public Works specifying any conditions
that will be required by the County Engineer to insure that said standards are met and that the applicant
shall pay any inspection costs incurred by the Public Works Department to insure that these standards
are met.
ADOPTED this day of , 2019.
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
Kate Dean, Chair
David Sullivan, Member
Greg Brotherton, Member
ATTEST:
Carolyn Avery
Deputy Clerk of the Board
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Page 1 of 7
Jefferson County Public Works Department
County Engineer's Report
Open Right-of-Way Portion of Platted Cleveland St., Portage Bay Park
This Report is in response to an Open Right-of-Way Permit application (Exhibit A) submitted by
Mike and Lynda McCutcheon. The intent of the County Engineer's Report is to evaluate and
provide preliminary design parameters/criteria to facilitate the appropriate design of the
project. After agency approval of all documents required by this report the applicant shall be
issued a permit by the Public Works Department.
PROJECT DESCRIPTION
Plat name: Portage Bay Park
Road/Street Name: Cleveland St.
Adjacent to: Lot 39 & 40 within Portage Bay Park
Distance: Approximately 420 feet (mile post 0.05 to mile post 0.13)
Sections 1,Township 29 North, Range 1 W
The road is not proposed to be a County Road (Exhibit B =Site Plan).
EXISTING CONDITONS
This section of platted Cleveland St. has been used in the past as a trail and has not formally
been opened although it appears to have some use as the area is cleared of brush and trees.
The project area is currently zoned RR1:5. There are no mapped environmentally sensitive
areas.
Access to this segment of Cleveland St. right-of-way proposed to be opened (subject ROW) is a
continuation of an existing segment starting at SR116 mile post 2.55 right. The right-of-way to
be opened will run south from the end of the existing segment of road, approximately 275 feet
from SR116, a total distance of approximately 420 feet (mile post .05 to mile post 0.13), ending
at the south boundary of Lot 40. There is no legal access at the north end of the County road
known as Cleveland St. since a portion of the roadway would have to cross private property.
DESIGN STANDARDS
Roads shall be constructed to the County's adopted County Road design standards:
• American Association of State Highway and Transportation Officials (AASHTO) Policy on
Geometric Design of Highways and Streets (most current version),
• Washington Department of Transportation (WSDOT) Design Manual and Standard
Specifications for Road, Bridge and Municipal Construction,
• Jefferson County Unified Development Code JCC 18.30.060 Grading, JCC 18.30.070
Stormwater, and JCC 18.30.080 Roads.
Page 2 of 7
Based on proposed use, projected ADT of less than 100, and no potential for through traffic, the
typical section required will be for a Local Service Road which has a 20 foot wide unobstructed
width with 14 feet wide traveled way. See Exhibit C.
RIGHT-OF-WAY
Platted right-of-way width: Sixty feet is the AASHTO recommended ROW width in rural county
areas. The current ROW width as platted is 30 feet. This width appears adequate in this case,
however additional ROW width could be provided as necessary to accommodate proposed
improvements.
Right-of-way centerline location
Roadways shall be constructed on the right-of-way centerline unless this is not practical due to
topography, environmental conditions (e.g., wetlands, water bodies, unstable slopes), or
transitions to existing roads.
Prior to construction, the right-of-way centerline shall be staked by a licensed professional land
surveyor or located in the field based on existing intersection monuments or property corners
set by a licensed professional land surveyor.
DESIGN SPEED
Speed limit may be less than 25
This is a privately maintained dead-end road on public right-of-way, and no posted speed limit
is required.
DESIGN TRAFFIC VOLUME
There are five residential parcels that would use the subject ROW, one has an existing
residence. The projected Average Daily Traffic (ADT) per residence is 10 trips per day. (This
projected ADT may be decreased with the concurrence of the County Engineer).
SIGHT DISTANCE
Sight distance is not a consideration with this application since it is a continuation of an existing
road segment originating at SR116, mile post 2.55 right. The Applicant has stated they have
been in contact with WSDOT regarding the use of this approach and any required
improvements.
ROADWAY CONSTRUCTION PLANS
The proponent shall construct the roadway to the minimum standards depicted on the Typical
Section shown in Exhibit C.
The proponent shall submit road construction plans prepared by a licensed civil engineer to the
Public Works Department for review prior to commencing construction.
Page 3 of 7
Road Construction Plan general requirements
Road plans shall meet the following general requirements:
• Be prepared by a licensed Washington state civil engineer;
• Include a plan view and a profile view;
• A scale of 1 inch = 50 feet or less;
• Depict the typical section;
• Depict project limits;
• Depict right-of-way centerline;
• The design shall accommodate both existing and future lot access and utility service.
Plan View
The plan view shall at a minimum depict:
• Horizontal alignment of the proposed centerline at 50 feet stations;
• Horizontal curve data;
• Cut and/or fill slopes;
• Intersection design;
• Drainage facilities: Existing and proposed, including culvert size, length, and material;
centerline station and elevation; slope, and skew angle;
• Stormwater management facilities;
• Utilities: Existing and proposed, both above and below ground; and
• Any existing or proposed features that would be affected by the proposed road
construction, whether in or outside of the right-of-way.
Profile View
The profile view shall at a minimum depict:
• Existing elevations and proposed finished grades at 50 feet stations;
• Vertical curve data; and
• Drainage facilities.
MINIMUM STRUCTURAL SECTION
Privately-maintained roads: Minimum 6 inches compacted gravel base and a minimum 2 inches
compacted crushed surfacing may be allowed based on review by Public Works.
A thicker structural section may be required based on roadway function or site soils. An alternative
structural section may be proposed based on analysis by a licensed civil engineer.
All materials used in the construction of the structural section shall meet the requirements of
the WSDOT Standard Specifications for Road, Bridge and Municipal Construction.
SURFACING
Privately-maintained roads:An improved roadway surface (asphalt or bituminous surface
treatment) is not required.
Page 4 of 7
MATERIALS TESTING
Privately-maintained roads:The applicant shall be responsible for ensuring that materials and
construction methods conform to WSDOT Standard Specifications. At its discretion,the Public
Works Department may direct replacement of materials that clearly do not meet specifications or
require testing of materials that appear not to meet specifications.
CROSS SLOPES
Local Service Roads and Rural Access Roads shall either be crowned at the centerline with -2%
cross slopes or have a continuous-2%cross slope from shoulder to shoulder.
ROAD GRADE
Privately-maintained roads:
• Road grades shall not exceed 12% require review without prior approval by the appropriate
Fire District.
• Roads grades exceeding 12% may require an improved roadway surface, either hot mix asphalt
(HMA)or bituminous surface treatment (BST).
• Road grades shall not exceed 15%.
INTERSECTION DESIGN
The proposed road is an extension of an existing road and will terminate at or near the access
to the Applicant's parcel. Therefore,there are no new road intersections within this project.
EMERGENCY TURNAROUNDS
• Turnaround areas shall be required and shall conform to the Public Works Department's
adopted design standards. See Exhibit C.
HORIZONTAL CLEARANCE TO OBSTRUCTIONS
For roads with a posted speed limit of 25 MPH or less, a 10 feet wide clear zone shall be
maintained between the edge of traveled way and any obstructions. The speed limit of this
roadway may be less than 25 MPH, and, since the total platted right-of-way width is only 30
feet, and the road design calls for a 20 foot wide unobstructed width with a 14 foot wide
traveled way, any obstructions shall have a clear zone which shall extend to the right-of-way/
property line.
UTILITIES
Utility installation shall meet the requirements of the Jefferson County Code, Chapter 13.56
Utilities. Jefferson County PUD#1 submitted a permit application for installation of electrical
service. See UTL18-00066. This utility permit was issued after installation of the conduit and
vaults for power service. The installation shall meet the conditions of the utility permit. (See
Exhibit H).
Page 5 of 7
STREET LIGHTING
No street lighting is required. If the Applicant desires to install a street light, all costs associated
with the installation and maintenance are the responsibility of the Applicant and shall be
coordinated with the Jefferson County PUD#1.
DRAINAGE, EROSION CONTROL, AND STORMWATER MANAGEMENT
The Jefferson County Unified Development Code, Section 18.30.070 Stormwater Management
Standards adopts the standards of the Washington Department of Ecology Stormwater
Management Manual for Western Washington (most current version).
A Stormwater Management Permit is required for projects that exceed 2,000 square feet of
impervious surface or 7,000 square feet of land-disturbing activity. See Exhibit E for comments
from the Department of Community Development. The proponent shall contact the Jefferson
County Department of Community Development to discuss permit requirements and application
procedures:
Jefferson County Department of Community Development
612 Sheridan Street
Port Townsend, WA 98368
(360) 379 - 4450
ROAD APPROACHES
Road plans shall depict existing and proposed road approaches (Exhibit D). Approaches shall be
an integral part of the roadway and constructed at a locations acceptable to the parcel owners.
MAINTENANCE AND NO PROTEST AGREEMENT
A Road & Stormwater Facility Maintenance Agreement is required for this facility on a public
right-of-way.
Any privately maintained road and stormwater facility on public right-of-way shall be
maintained at the owners expense and as outlined in the Road & Stormwater Facility
Maintenance Agreement. See Exhibit F for this Agreement.
A No Protest Agreement is required for a privately maintained road on public right-of-way
A No Protest Agreement is required for any privately maintained road on public right-of-way.
The applicant has applied for a permit to construct a privately-maintained gravel roadway on
public right-of-way. The County Engineer has recommended that this request be approved. It
is recognized that this private road does not meet current County road standards for a public
roadway which would require a wider roadway with an asphalt paved or bituminous surface. In
consideration of the County agreeing to waive the requirements to construct to full public road
standards, the Grantor must also enter into an agreement with the County not to protest the
formation of a Road Improvement District (RID) or other pro rata cost sharing mechanism to
improve the roadway in the future should improvements become necessary whether proposed
by petition or by resolution of the Board of County Commissioners or by both petition and
Page 6 of 7
resolution. The Grantor(s) further agree to join in any proposed petition for such road
improvements. See Exhibit I for a No Protest Agreement.
ROADWAY CONSTRUCTION DOCUMENTATION, CERTIFICATION, AND MONUMENTATION
Construction Documentation
The applicant shall provide the Public Works Department with complete road plans in electronic
format to scale on 11x17 inch paper. Following completion of roadway construction, the
proponent shall submit to Public Works complete "As-Built" or "As Constructed" record
drawings. The drawings shall reflect any changes made to the original design. The proponent
or designee shall keep detailed records of the as constructed locations of all surface and
subsurface facilities to be included on the record As-Built or As-Constructed drawings.
Construction Certification
Certain items will need to be inspected during construction of these roadways. These
requirements will be identified once complete plans have been submitted to Public Works for
review.
Following completion of roadway construction the proponent shall submit to Public Works a
letter, affixed with the professional stamp of the Engineer of Record, certifying that the
roadway and stormwater management facilities have been constructed in accordance with the
design plans and specifications and all applicable federal, state and local agency requirements.
PERMIT
This report is not a Permit.
After the review and approval of all documents, plans, and/or reports required by this report
and prior to initiating construction, the applicant shall be issued a permit by the Public Works
Department. This Permit specifically outlines the arrangement between the applicant and the
County for work on public right-of-way by the applicant. The Permit will specify insurance and
bonding requirements, general provisions, and other requirements that are applicable for work
to be performed in County rights of way. A sample copy of a Permit is attached as Exhibit G.
OTHER PERMITS
Other permits and/or environmental review may be required for this project per Jefferson
County Unified Development Code (UDC). Any questions concerning the necessity of other
permits and/or environmental review and the processes should be directed to the Jefferson
County Department of Community Development, 612 Sheridan Street, Port Townsend, WA
98368, Phone (360) 379-4450.
Page 7 of 7
RECOMMENDATION:
Public Works recommends that this request to open County right-of-way to the standards and
requirements listed above be approved. Once completed, this road will be privately maintained
and not become part of the County road system.
nte-frein rs, P.E. D e
Pu . orks Director/ County Engineer
JEFFERSON COUNTY BOARD OF COMMISSIONERS ACTION
(See attached Resolution)
Exhibit A
ri
P\ i; �jr ..[P j4 �� 1 LL i 1
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JEFFERSON COUNTY i
1`�;�� APPLICATION FOR OPEN RIGHT-OF-WAY PERMIT ICT I S 'f
Office use only i 1»
Jefferson County Permit# 'R/A°18 -t-(
Department of Public Works Receipt# CA.(54.9
623 Sheridan Street Check# l�0"7
Port Townsend,WA 98368 Date Paid /0-1 53 - IV
360-385-9159 Fee for 2018 $896.00 Payable to Jefferson County •
www.cofefferson.wa.us Additional fees will apply per
Ordinance 02-0312-12
APPLICANT INFORMATION
Property Owner of Record: Mike and Lynda McCutcheon
Telephone: 214-864-1613 Fax: Emai I
Mailing Address: 314 Hopewell Dr. McKinney Tx 75071
Applicant/Agent(if different from owner):
Telephone: Fax: Email
Mailing Address:
PROJECT INFORMATION
Purpose for request to Open Right-of-Way:
Access landlock land for a residence
Name of road/right-of-way to be opened: Cleveland St.
Total distance(length)of right-of-way to be opened: 100 FT
Parcel number(s)of your property: 989100026,989100039,989100040
Name of plat where the road is located: Portage Bay Park Book 3 of plats pg 26
Attach any Recorded Surveys(list volume and page numbers): Document ID# 1604025, 1727473, 1727474, 1727468
Nearest Cross Street: Flagler Rd
Other development permits associated with this request.For example,septic,building,stormwater:
Septic Permit
Will you be installing any utilities within the right-of-way?
.
Please attach a site or plat map which identifies the right-of-way to he opened and the parcels you own. The site map should
include the following information:
• Cross street access point
• Access location to Applicant's property/properties
• Scale
DESIGNATION OF AGENT
I hereby designate_ to act as my agent in matters relating to this application for permit.
Owner Signature Date
ACKNOWLEDGEMENTS
By signing the application form,the undersigned Applicant attests that the information provided herein is true and correct to the best of his/her knowledge
and agrees to all conditions on thepermit.The Applicant also certifies that this application is being made with the full knowledge and consent of all owners
of the affected property.Any matckial falsehood or any omission of material fact made by the Applicant/Owner with respect to this application packet may
result in this permit being null an void.
The Applicant has read this iscl er and signs and dates ii below.
1i4l1s
Signature of Applicant iz d Representative Date
1
Forms:2018 Application for Open Right-of-Way Permit Updated:12/11/2017 Page 1 of 2
Exhibit B
10/11/2018 SU V37 PG 398-Laserfiche WebLink
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RECORD OF SURVEY
LOTS 40, 4/ AND 42 OF THE PLAT OF PORTAGE BAY PARK (BOOK 3 OF PLATS, PAGE 26)
WITHIN GOVERNMENT LOT 2 (SE 1/4 OF THE SE 1/4) OF SEC. I, T. 29 N., R. / W, W.M.,
JEFFERSON COUNTY, WASHINGTON
FOR-LINDA AND MIKE McCUTCHEON
�AI PAT MCNUMFNT!ff TRACTION OP TUE FAST INF 99 THE RAT ANTI 1 8 g
O TIE CFNTERIINF OF LAUREL STRFFLbi
RECORDS OF.EFFERSCNI COUNTY,WA9IINGMN
MIND ON 9-28-207,A 11/1-INCH OUTSIDE DIAMETER IRON PIPE OPT PER 80750 3 OF �r o
„,•:,,
RATS PAGE 25,RECORDS OF JEFFERSON COUNTY,WASHINGTON.SAID IRON PIPE HAS A
y1 7/2-IRON RESAR M17N A 578097 HR'S PLASTIC IDENTIFICAMIN CAP STAMPED'BREW?.36977' F E
Vl
SET INSIDE AS 9401W p/900(JD 6 SURW7S,PAGE 8S RECORDS OF SAID COUNTY.
THIS MONUMENT HAS 9904 ACCEPTED AS THE ORIGINAL PLAT MONUMENT.
8i M
LEGEND M ITIAF FIATNONDYFMT 3a
SEARCHED FOR AND NOT FOUND ON 8-28-2017.
POSMON CALCULATED AND 9NCLE PROPORTIONED POSITION
(M) MEASURED DIEN90N PER THIS SURREY /
(C) CALCULATED DIMENSION PER 7795 SURVEY - Ya
(P) OYE 8$ON PEA BOO(3 80 PUTS PAGE 26 /
1-=100. �- �� 9l'
0 50 100 200 LPN e j9''°se�)-/' '9 d° ;p{
SCALE IN FEET GO 0.08
R A~_We �� T 111 S
..c-
`4 c 1 W
\vr-L) 3, 1��0 A W
A PE
G61 /'fie 1A,.si u z k
• z 2 48
(jNiFMINF P AT MONUMENT ' 44.89(11) r�g �+•T�i.
Fp/R0:ON 3 OF PLATS,
A I 26.RRE OUTSIDE DIAMETER JEFFERSON C NTE 1 I•e $a ILS+4 39$ $
gT POP.39 7 2 Pu7. PAGE 4- CH 7117 t0 ATERI COUNTY, / \'� 2$ k 4 a z ZQ z
WA9NNGTON.SAID IRON PIPE HAS A 17/2-910/BRASS CAP NTH - a:8:38 .
DIMPLE AS SNOW ON BOO(27 OF SURVEYS PAGE 80 RECONS OF A.N
SAID C0M947? THIS MONUMENT HAS BEEN ACCEPTED AS TIE ORNANAL
PLAT MON/YERT. -`6 1�•9 N� z z i! 37 7 i 1 a v 4 J 4
�°
4g. 35 ag as ag 1 01
ag $8
/ �� 34 1 a a .aa
�g 8�
I.
k�y,,BNNI a8_o' a"
W 76987(P) TARO(P) 10000(P) 79800(9) 8500(PP) 8300(P)
7097F871NE FIAT MONUMENT W 18987(Y) 12994(M) 99.96(M) 99%(N) 13697(MN) 81.97(Y)
FOUND:ON 10-2-2017.A 3/4-ISMS OUTSIDE DIAMETER IRON .'R'.'1 S 8951750"E
PONE SET PER BOOR 3 ON PUTS PAGE 26.RECORDS OF p6, L.
S%5/'36'E 290.47(Y) 5 9851'78'E 38998(M)
£7778SDHI COUNTY,WA99NGTON.SAID IRON PIPE NAS A
5/0-Nal REBAR NTN A SURVEYORS PLASTIC IDENTIFICATION a 8 S`a $R S ii
CAP STAMPED'A NOLO R5 23911'SET INSIDE A5 SNOWS ON 2
BOK 72 O-SURVEYS PAGE 238,RECONS OF SAND COUNTY. r a a 44 85 $8
---__ MIS MONUMENT HAS BEEN ACCEPTED AS THE ORIGINAL PLAT / o n Bi YD a2 2
--_ MONIUMEXT. '-"11p
_---__-N 81OT'40'I. T S 895050'E 32/.28(P) S 8950'50'E 37180(P)
__,N 98L5p(C)"_p" ANG()NT S 895746'E 720.%(M) S 8952'46'E 398,%(M)
8/7rA.N 881.30(p) �A Z Z
408(Y) i R a 8 RR ;
! o_9r7rsl- 45 $8 �t 0a$ 8
R-911.50' aV i. a? a
L-11307(WAP) a
S 9851750'E 352913(P) S 895030'E 771097(P)
M14.2953'05'() / S 9952'28'E 35294(Y) S 985728'E 37005(44)
8.891.50'((CC)7 _
N L�459,78' / _
OR
0.70120•71' ' 42 8 S z
\`\ CENTERLINE ON COUNTY R040R-91/.97 46 888
(OAR BAY-NONIAND ROAD) L-78077(MAP) `; as g
.1' SIF NOTE A f
r S 8950'50'E 411.96(P) S 895050'E 370.00(P) 4
\ '9 / S 8951'49'E 4/215(M) S 895/'40'E 37915(M)
\ O_17A751• _-- a
�\•9 / 9-911.50' g.4- $$2
N\ L�I7801'(MIP) A 7 s: 43 a 8
N AJJ(P) 50354(PJ 37080(P) 30
400(C a M)
`.\�/ 77%(Y) 508.88(Y) y 370.25(M)
5 8950'.50'E 944.09(M)8495 OF BEARINGS
CENTERLINE PLAT MONUMENT 5 9830'50'E 913.87(P) 1
FOUND:ON 10-2-2017 A l-INCH Ar.II,I I/ ` I.... r r
INSIDE DIAMETER IRON PIPE SET PER AND SECTIONS B AND 7 T.29 N R.I F_WA
80071 3 l7"PLATS PAGE 29 RECONS MIND ON 9-28-2017.A 4-INCH X 4-1140.1 CONCRETE MONUMENT SET IN.RINE 1948
OF,.E7N[NoI.N COUNTY,WASHINGTON. BY JEFFERSON COUNTY 7B-INCHES ABOVE AN 0057046 SANDSTONE MONUMENT'SO Cpl.
THIS MONUMENT HAS BEEN ACCEPTED AMY BE FOUND MORE READILY'AS SHOWN ON MONUMENT RECOVERY SHEET FOUND IN THE S7 T29N R1 W
AS THE ORIGINAL PUT MONUMENT. FILES OF TIE.6FER5ON COUNTY ENGINEERING DEPARTMENT,NO OMECT UN(COULD 1E
FOUND BETWEEN THIS MONUMENT AND THE ORIGINAL WOOD POST SET BY US DEPUTY
SURVEYOR'S CARLTON AND BERRY IN 1857.ALL RECORDED SURVEYS HAVE ACCEPTED THIS POSITION.
SHEET 1 OF 3 X
NOT TO SCALE C
CY
AUDITOR'S CER11FICATE yam!`/aw:\�i SURVEYOR'S CERTIFICATE SER SURVEYING & MAPPING -a
PILED FOR RECORD THIS
.2.3').
DAY OF OE-4Obe'r 2077 `47 ii.75 THIS WP CORRECTLY REP/2600S A SURVEY NNE BY ME OR UNDER \� 703 EAST EIGHTH STREET
AT R'-104 M.IN 800( 31 OF SURVEYS AT PAGEifil"'� s MY ONECTNN IN CONFORMANCE WRH THE REQUIREMENTS OF THE �i PORT ANGELES, WASHINGTON 98362
AT THE REQUEST OF WEIGLER SURVEYING AND MAPPING CO. I• SURVEY RECORDING ACT AT THE REQUEST OF LINDA MID MIRE w
/ 20304-/ MCOUTCNEON IN SEPTE1BFR,2077 `m (360) 457-9600
D
E7I � �I� �J �°LAP �_ L_ FAX (360) 457-9556
1 1i�71 0 ES WENGLE. P.L.S. 26304 .. WW1!WeIIgICI'S31lVL:Jying.COm
AUDITORS NAE NUMBER lB Y/7 04177 70-20-2077
611651 V. 37 P ^00 Py:3 of 3 SURV
01211261,d9.5s $168 HB
yfVr i tiiwii�k;�+h�wENPIM��i UI}
RECORD OF SURVEY
LOTS 40. 4/ AND 42 OF THE PLAT OF PORTAGE BAY PARK (BOOK 3 OF PLATS, PAGE 26)
WITHIN GOVERNMENT L O T 2 (SE 1/4 OF THE SE 1/4) OF SEC. I, T. 29 N., R. l W, W.M.,
JEFFERSON COUNTY, WASHINGTON
FOR:LINDA AND MIKE MCCUTCHEON
NOTES
1.)THE BASIS OF BEARINGS USED FOR THIS SURVEY IS ASSUMED S 89'50'50'E BETWEEN THE
CENTERLINE PLAT MONUMENT FOUND AT THE INTERSECTION OF THE COUNTY ROAD(OAK BAY NORMAND
ROAD)AND THE SOUTH LINE OF THE PLAT RE PORTAGE BAY PARK AS RECORDED IN BOOK 3 OF PLATS.
PAGE 26 AND THE MONUMENT FOUND AT THE CORNERS OF SECTIONS 1 AND 12 TOWNSHIP 29 NORTH.
RANGE 1 NEST AND SECTIONS 6 AND 7 OF TOWNSHIP 29 NGMTH.RANGE 7 EAST,W.M.,JEFFERSON
COUNTY WASHINGTON AS SHORN HEREON AND ON SAID PLAT OF PORTAGE BAY PARK
ALL MEASURED DISTANCES ARE HORIZONTAL GROUND DISTANCES.
2)11115 SUWAS RVEY
TATOTAL STATION EOM
EQUIPMENT CAU8RATEO' 8-08-2017T THE NCS BASELINE IN PORT ANGELES
ALL TERRESTRIAL MEASUREMENTS AND TRAVERSES HERE PERFORMED AND ANALYZED TO VERIFY THAT THEY
EXCEED THE REQUIREMENTS OF CHAPTER 332-130-090(1)(0 WAG HELD OBSERVATIONS MERE
ANALYZED USING STARMET REASON 60.36 LEAST SQUARES ADJUSTMENT SOFTWARE OBSERVATIONS
PASSED THE CHI-SQUARE TEST AT THE 95 PERCENT CONFIDENCE LEVEL THE RATIO OF TOTAL
OBSERVATIONS TI)REDUNDANT OBSERVATIONS IN THIS SURVEY IS 287 7.THE LARGEST COORDINATE
STANDARD DE-NATION WAS 0.04 FEET AT THE 95 PERCENT COHERENCE ale..
S)THIS SURVEY WAS PERFORMED ACCORDING TO WAC 372-130-090 STANDARDS FOR LAND BOUNDARY
SURVEYS THIS SURVEY Was NOT PERFORMED OR CERTIFIED TO MEET THE'MINIMUM STANDARD DETAIL
REQUIREMENTS'OR'ACCURACY STANDARDS'FOR MTA/AGSM LAND,11E SURVEYS.THEREFORE THE USE
OF TRIS MAP FOR THE ISSUANCE OF AN ALTA/ACSAI 011NER'S EXTENDED COVERAGE POLICY IS STRICTLY
PROHIBITED.
A.)THIS SURVEY IS BASED GN THE FLAT OF PORTAGE BAY PARK AS RECORDED IN BOOK 3 OF PLATS
PAGE 26.RECORDS OF JEFFERSON COUNTY.WASHINGTON.
DURING THE COURSE OF THIS SURVEY IT WAS DISCOVERED THAT SAID PUT CONTNNS A DRAFTING
ERROR.THE LENGTH OF THE CENTERLINE OF TIE MOST SOUTHERLY CURVE IS SHORN AS 436.89 FEET.
THE AVERAGE DIMENSION OF THE TOTAL RIGHT-CP-WAY LENGTH ON ROTH ENE EAST AND NEST
SIDES OF SAID CURVE INDICATES THE CENTERLINE LENGTH SHOULD BE ABOUT 439.96 FEET
SAID CURVE WAS COMPUTED BY HOLDING THE FOUND CENTERLINE MONUMENTS AS SHOWN HEREON AND THE
RECORD DISTANCE Cr 881.50 FEET FROM BOTH MONUMENTS TO FIN THE RADIUS POINT.
THIS CALCULATION RESULTED IN SAID CURVE NOT BEING TANGENT TO THE IINTERUNE TO THE NORTH
OF SAID CURVE.
IT SHOULD BE NOTED THAT ALL OF THE ELEMENTS OF SAID CURVE ARE NOT 94071N OI SAID PLAT
TO VERIFY THE RESULTANT LENGTH.
5.)BOON 11 OF SURVEYS PAGE 238,WHICH IS A SURVEY OF LOT 45 IN SAID PLAT SHOWS SOME OF
BUT NOT ALL OF THE CONTROLLING MONUMENTS NECESSARY/0 SURVEY SAID LOT.IN ADDITION BOO(27
OF SURVEYS PAGE 60 ALSO FAILS TO SHOW THE PROCEDURE USED IO SURVEY LOT 47.
6)FOR ADJOINING SURVEYS OF RECORD SEE 600K 3 OF PLATS PACE 19 BOOK 2 OF SURVEYS,PAGE
347 6001(A OF SURVEYS,PAGE 129;BOOK B OF SURVEYS PAOE 2'BOOK(2 OF SURVEYS PAGE 238:
BOO(27 OF SURVEYS,PAGE eQ BOOK 28 GE SURVEYS PAGE 611 BOOK JO OF SURVEYS PAGE BSL
BOOK 35 OF SURVEYS,PACES 214-215;BOOK 35 OF SURVEYS.PAGE 461;BOOK 35 OF SURVEYS PAGE
495:AND 0001.I8 OF SURVEYS PAGE 3Y.RECORDS OF.EFIZRSON COUNTY:WASHINGTON.
7)FOR PROPERTY DESCRIPTION OF RECORD SEE AUDITORS RIE NUMBER 610784,RECORDS OF
.EFFER500 COUNTY.WASHINGTON.
6)THE PURPOSE OF THIS SURVEY WAS TO RECOVER AND VERIFY OR SET MONUMENTS AT THE FOUR
CORNERS OF THE SUBJECT PROPERTY AND TO MAP THE LOCATION AND IDENTRCA TON OF ANY 189881
MUSICAL APPURTENANCES SUCH AS FENCES OR STRUCTURES NIHICH MAY INDICATE EHOROACHMENT,LINES
OF POSSESSION OR CXNFUCT OF TITLE.
I)THIS SURVEY DOES NOT PURPORT TO SHOW THE EXISTENCE DF ALL EASEMENTS AND CR
ENCUMBRANCES RECORDED OR UNRECORDED THAT MAY AFFECT THIS PROPERTY.SEE IRE PLAT OF PORTAGE
BAY RECORDED UNDER BOCK 3 OF PLATS PAGE 26,RECORDS OF JEFFERSON COUNTY.WASHINGTON FOR
APPROXIMATE LOCATION OF PORT TONN5EFN WATER UNE
SHEET 3 OF 3
AUDITOR'S CERTIFICATE 1.g WEIATC SURVEYOR'S CERTIF7CATE ��GL� S V'Y�P & MAPPINGCO.
+�aR
=TOED FOR RECORD THIS QZ3 DAY OF Atl'0 baY zoMTN7 y0. TIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER 703 EAST EIGHTH STREET
A T 0.:.i kg IN BOOK r7 OF SURVEYS AT PAGE 7Fli" 0 I 2,14 An DIRECTION IN CONFORMANCE MYTH THE REQUIREMENTS OFTHE It
l PORT ANGELES, WASHINGTON 98362
AT THE REQUEST OF WENCHER SURVEYING AND MAPPING CO. SURVEY RECORDING ACT AT THE REQUEST OF LINDA AND MIK
i NNCUTCHEON IN SEPTEMBER.2077. (380) 457-9600
8
1.559
FAX (380) 457-9556
n / u ORWENCL P.L.S. 20304 www.wenglersurveying.Com
AuaVIDR3 FTE WEER IE I1�1. DATE 1D-20-2017 'IP S
PORTAGE BAY PARK
SCALE I"-200'
.: e41,, ;eeV;43 -7 11 og .,
j
- �';Y?oee `-: d
2 � I
,,...„..
J.s BSI "
oC_l�y�tr ,h,i-.,
I f t
544-'ie�� , S 0.,S „ tG
a �`e` °" DESCRIPTION
e. zstalzs
IN
sin o4.po••Pr_i£"r e rt g ALL OF GOVERNMENT LOT 2,SIM.I.TWp 29N.R.I W.WM,
'�PO e.."`',,,• Zitad 7caoo.ii: TOGETHER WITH ALL TIDE LANDS OF THE SECOND
e.
hi-
/J� JseB -...:^-`,• r sr - Lr a CLASS TO THE LINE OF EXTREME LOW TIDE FRONTING
/' $, ' ••�r' THEREON.
aT a
e
}-/ ; 3e t. k .N a '1
• J e0
A.1 s. , ' z . t 0 61 ti 'n WDIc1T101{
Co; 'e c^ ' ec^ 0 0 ',•'•' a !p7 xt `N l..mm.ry oh..reams um// /d GBeown if/k Rka c,irt(I+.•n
,�y.. 4'Q, ...ow F` R , the nNenyudh.JnnJ+Wife _swat m N• id of the l d h my
planed sad W l +x'l, 0 • 0 0 3 f 0�t'0 ^ Yoror declare able t and dedicate to be.«of the public forcer aU
y�.rO•eo!°e e 3 y to z; K. �M 0 pl......rad.. <l..r.has<er p"bnc yropert,w it • i . ,,:i0
therei oboes oe the plat sad be are threof fr.op.ud elle blic porp..e"' S'c ^'1ei4 i pt 0 •• ,nsi•teot with the wee thereof for public bight.y purlm•e.,al..,th•
NL ,. 4_0 .Q 0 32 ylRich,to make aY..terry.lop..for cute•0d fill.apo.be lob,block..
ZNw e�',o i :Q, h e.ew,etc.sho n e.tib plat t.lb.rr•uo.ble original grading of all the
n - 5 Od -r., A el .Ir.ot.neen•n,placeseneh.wa hereoo.Al.othe right to drain.Il
Z• a`, �� aI t =9d - ' d. , •nr ked urns ear WI or Iota eters water might lata.corral CenN
•� 4."0 3I n .tier b.erne r streets• patch.of kat
0 3,a i � D
...cod b this n graded.All lot,tracts.or
b h . 0 I kit::'
bdl.twi rb<riebo.•t w e.tt.et to..d ahW Mold•Ny thee
C ..;11,I. • tt i '/6' p o N 31 �o pevmu..t sweeten r MYdl.g shall h.connected.o.a.y lob
(, `�- bb nut r got of 1
V VW� /� ,y M 7 ,!! N $ �+ parcel Qin 10 feat ba mer er
�., lY _ ' s 'r, n.s ' h 4 No let,trot r grain.d a lot er tent of this plat.kat h•divided
P a�. oo i •YM.,4.4‘51
• W ten,or resold,r ownership changed or transferred whereby be
p M^ o'.!/�1s tI�'.• N33 • 2 Z h` Ireay.nbi tbea o, 7t I.�m�irtof k thb plat Wean be lees than fel or
'C 9t'e /'e p gh Z M� la wilwr wheal ewe ban innate eel ear bud.ud..W bie
0 S ,q
O q /p' p7 /ccs i.a rso-ao saef s sa o e 0� 3! Y�N .=, wlp wet
g y�A�"
! - •Esc 4/ .A OMV 44 0 bo eo (1'-
i4/4-
F`a�.L. l k........
X
� " `�>,
'010'' •a`o.. sef•sa.o is
M 'eN' > 1', ra.ei e �. o 1LyI�t Pre Tl.✓na•nd
a} 47 I " 45 0 o0o Pel..Line
M N` .. 4 b5 5
s._s•
3=.9e ♦
p 'J.,143Dhes23: SD _ Ye en o
fJ bvw i ,t 44 k2 4z a
uKNOWLsmENINT
p o o te ._ a cZ clew a Maa►fectea
S.e •so So"r S j
n �.�.9c s�soso't i1Q roenl.ollytl�,pyp r
,l " e/- h. at' . a it ► 'iiie is to certify that as tbsrl.Ld. d i of
4 47 0 0 Or .��., i -�. f.D. to before
a "pi i
•14.t!.. 43 Q d" .and..sign...001017 p.Mie ie nil for the+tate of Weebingtw
e t• t. ossa M .1,%,,e'?
1 ql• rod-'cco:mG.6,..ed..d.worn,pere"ndy• n red.
> .- 49• o•Sa' 37La.eo w:, �4.:..<<..La_Gt. �7�--��••
(1>3cJ 9-s.e7 m me known to be the iodiebiu.h•dr.eribe .,d •`
do crake• ..1 the torr
>• going instilment end ecknmeleiigeel to me abet Ibe7
R•Ni�rr ,L>'o�o/d G Bio rvn v 1.4 coakd the.amn es their free end winning act sad deed fee
the I. sad feorpie•en tamlioned therein. 'ua
....2:f37
1,1 twi,ness wbercol.I bare hereunto sat my head sad rel the de
re a car ring Shue wrillea. - - I 7
Tiled for record.t meet d•V "d'Q /��d-ad...., r racier�...r rsr/a.l.r •te
1 eany ar1Vy that W rem es W=tet described thio Q"_`-dq of.. A,0.14,'t..rf, awn.r r_�,. . .• ._
e.ld l9 r cad f.al.d the year 1.114Wprogeny bon h•. a 'e.n past i.,j u,l« .d nowed�edd le
Vot el Plata dee,' y,gree:
R-•+uc.r ,' ,-�-t-se- 1( > pveslytt"�
iaula.d sod approved this dry 0 • Cent, a _.�1`�-c.asi/�(✓.t..u..;Cway Meter,
;1'"---`.•4:- - '- J
•..t7 6egloeer
SitemWd sad.ppeoeed ad do,of 9•'..w-• p,_,_-
IaN.Ola¢ ''T.aims • .Count I y..r.nsji1 tbl this pit NPa97h'I
f eased oa.a anneal}�'�rn.y ud err.V., V tp••8.I.
y C �L ��_. beaten
of sedio.L_,TwpaG.LlV, W.Y.baa tes
, '4.A
,�[Sifn_- � i! to cause ked di•noc•r Gown carr cal, a QQ���:
�n� 7 bat the nems to toe ire area th< - [it' i ue.r+seoeLw'poN NB."W 0DIVIS w.ae
test eerlra etemarhadwbagttnY. = • Ja INEW
• a" osurnerow
•0'•'nteN LAND SURVEY•SUODIV1/ION
• . gser tend Innen KINGSTON.WAe/�
''r d led .iow B_...787-1-29-//' IYT 1
JOB NO. 787-/-2 9-/PV
I
Exhibit C
1
LOCAL SERVICE ROAD
TYPICAL SECTION
20' MINIMUM UNOBSTRUCTED WIDTH
( LESS THAN 100 ADT )
VARIES ow
VARIES
hie 10.0'
F 10.0'
z
Li
7.0' —► 7.0' w
�' Note: In fills over
6" MIN. rilli i + – 2% —i w
Z, 2:1 5', widen 2' E
0 1"L — — —I — I — .= ".-111=1_I1=11= —I I 1=1 M,.-11-, -m-
I-D,u___ — ' cr
).-
.H� 1 11I 11-1 �—I. I It I I EI 11-1 I=1 I—111—I T- 1 i-111= T=1 T=11 i T T t1=fl. I I 1-411L111=1. I�1 1-1 I L, it 2'_
L.
GRAVEL BASE414-111=U oo
CRUSHED SURFACING 6" COMPACTED DEPTH (MIN) -11_ i
0 TOP COURSE _
E2 2" COMPACTED DEPTH (MIN) 0
it
COMPACTED SUBGRADE
1. ALL MATERIALS SHALL MEET WSDOT STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION
2. GRAVEL BASE AND TOP COURSE DEPTH SHOWN IS A MINIMUM.
INCREASED DEPTH MAY BE REQUIRED DUE TO SOILS CONDITION.
3. MAXIMUM GRADE: 12%. GREATER THAN 12% WITH PUBLIC WORKS APPROVAL;
PAVED SURFACE MAY BE REQUIRED.
4. PRIVATELY MAINTAINED ROADS ONLY.
5. NO POTENTIAL FOR FURTHER DEVELOPMENT. NOT THRU ROAD.
Coun
MARCH 17, 2011 ,'� `Departmenton of P blic Works
PG 1 OF 2
`
LOCAL SERVICE ROAD DETAILS
20.0' {--- 25.0'
R2o.0'
20.0' TURNING 20.0'
AREA
f STANDARD
20.0' TURNING 60.0' 820.0'
i AREA 30.0'
20.0' — 1
—
TURNAROUNDS
,r
20.0' ,t',f,='
`b.a
PAVED APRON '`
R25.0'
/ rI,
-„-ri
rl`:'11111 ; Jefferson County
ROAD APPROACH
MARCH 17, 2011 Department of Public Works
PG 2 OF 2
Exhibit D
MATCH EXISTING ROADWAY /Pr) 9A
SLOPE AND MATERIAL TO RO
TABLE-1I
CENTER OF DITCH .\
FF rgeti W, SIGHT DISTANCE REQUIREMENTS
SEE PERMIT FOR 4 4F,3 Ty POSTED SIGHT DISTANCE
SPECIFIC CULVERT i •• . SPEED MINIMUM PREFFERED
REQUIREMENTS !.
� . 25 MPH 160 FT. 200 FT,
l ! Fp A 30 MPH 200 FT. 240 FT.
• , .� i`. CJS G�C\G ��, 35 MPH 240 FT. 275 FT.
'� ��J ... t.-•:•`:'•;' ,, .' ..
40 MPH 275 FT. 350 FT,
S
T i.,,�-;r^;: •; 45 MPH 315 FT. 410 FT,
•;,;;rr..; 1 .:; O 50 MPH 350 FT. 475 FT.
SEE TABLE-2 `K+':';1:.�< ,,;•;.•'4..!.,..,;`,..;,:•.'i. ^? ;:t �jCi.:.;,.:;ti.?;•:!:::. ��p`'i`
FOR RETURN RADIUS '. y.;:..:;:: i F
PG oQ PGF
TABLE 2I
,'S'=4�� 't, : ' ••�?•. :i J E��� pRP RETURN RADIUS
�.S ..„.,,..;.:..:,*.„, •,.•L<, , E RESIDENTIAL APPROACH -LOCAL ROAD 10'
C , :;r •' 40RESIDENTIAL APPROACH -COLLECTOR RD. 20'
�hTF�<ii4E QQEtiOPGN ':.w:.'t'<•;r*., , ;.. •.• MAJOR APPROACH -ALL CLASSIFICATIONS 35'
\ •°�cH PLAN
������• O� of Rogo i. ;•� \NF N.T.S. TABLE-3
GFa 75-9d A ecce• 40,7 : ,�.�.. APPROACH WIDTH & PAVED LENGTH
q G� p •FR RESIDENTIAL APPROACH 10' MIN. / 16' MAX.
HOLE RAN qiFyFNI MAJOR APPROACH 20' MIN. / 36' MAX.
•
NOTES
1. SPECIFIC CONDITI❑NS PROVIDED IN ROAD APPROACH PERMIT WILL
GOVERN INSTALLATION. C
c
2. PAVING IS NOT REQUIRED FOR ROAD APPROACHES CONNECTING TO o
GRAVEL R❑ADS, L*, iX pV
EDGE OF PAVEMENT EXPANSION JOINT .
3. RESIDENTIAL APPROACH PAVING = MINIMUM 2-IN. COMPACTED DEPTH
Lo
f I IF CONCRETE I` - . ,
ASPHALT CONCRETE PAVEMENT, OVER MINIMUM 4-IN. COMPACTED •
DEPTH CRUSHED SURFACING TOP COURSE, OR MINIMUM 6-IN, CLASS COUNTY ROAD + 5% 4t ,fa „�.
3000 CEMENT CONCRETE, a, 2X SLOPE TO �� �� ._ ��S
— :� DITCH
'��,i,I I,I
MAJOR APPROACH PAVING = DETERMINATION UPON REVIEW ❑F .`/^ak'` ��of �^ � , •• ,
ROAD APPROACH PERMIT APPLICATION, :�,4,V,,,S SI ,�: �
4. ALL PORTLAND CEMENT CONCRETE APPROACHES REQUIRE AN ,,,,, , , , , ,,` tilt;/
� 4� /�
INSPECTION OF THE FORMS AND EXPANSION JOINT LOCATI❑N PRIOR ,,� �p ',
TO PLACING CEMENT CONCRETE. 4�..�•.. /,#
� � SECTION A-A
5. APPROACH SHALL NORMALLY BE AT 90 DEGREES TO ROAD MIN. 12-IN. DIA. CULVERT (OR LARGER N.T.S.
CENTERLINE, BUT CAN VARY FROM 75 DEGREES TO 90 DEGREES. AS REQUIRED BY PUBUC WORKS) WITH
BEVELED ENDS AND 6-IN. MIN. SOIL COVER.
6. CULVERT PIPE MUST BE CONCRETE, CORRUGATED METAL, OR DUAL
WALL CORRUGATED HDPE WITH BEVELED ENDS, JUNE 2018
7. CULVERT LENGTH TO BE DETERMINED BY APPROACH WIDTH, RETURN 811 NO SCALE ii
Jefferson County TYPICAL DETAIL A-1
RADIUS, AND DEPTH OF DITCH. CULVERT LENGTH SHALL NOT EXCEED
THE LENGTH NECESSARY TO EXTEND BETWEEN TOE OF FILL AT CALL 48 HOURS ` . � Department of •
CENTER LINE OF THE DITCH ON EACH SIDE OF THE APPROACH, Knowwhn''below. BEFORE YOU DIG i. Public Works ROAD APPROACH 1
Callwyon puck 1__424.5555
Exhibit E
�gSON c�J JEFFERSON COUNTY
(� DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street I Port Townsend, WA 98368
0 360-379-4450 email: dcd@co.jefferson.wa.us
9s//1NG www.co.jefferson.wa.us/commdevelopment
November 16, 2018
To: Jefferson County Public Works
From: Department of Community Development
Attn: Terry Duff
RE: Open Right-of-Way Applications (2)
Separate Portions of Cleveland St
Mike and Lynda McCutcheon and Peter Harrison& Shirley Metz
DCD has the following comments on open right-of-way applications to open portions of platted
Cleveland St.
1. A Stormwater Management Permit may be required. All grading of 500 cubic yards or
more(not exempted under subsection (5)(b)of this section), land-disturbing activities of
7,000 square feet or more,or creation of 2,000 square feet or more of impervious surface
shall be subject to a stormwater management permit. Jefferson County Code
18.30.070(5).
2. A SEPA review may be required. Pursuant to WAC 197-11-800(1)(c)(v),the maximum
exempt level for any landfill or excavation activity in Jefferson County shall be 500 cubic
yards.Jefferson County Code 18.40.750(1).
3. DCD charges the following 2018 fees for SEPA and Stormwater management permit:
a. SEPA: $920.00
b. Notice board: $10.00
c. Notice of Application: $149.00
d. Stormwater Management Permit: $460.00
e. Scanning $23.00
f. Technology 5%
Please contact me if you have any questions, 360-379-4484 or ebolin@co.jefferson.wa.us.
Respectfully,
Emma Bolin
Planning Supervisor
Exhibit F
When recorded please return to:
Jefferson County Department of Public Works
623 Sheridan Street
Port Townsend, WA 98368
ROAD& STORMWATER FACILITY
MAINTENANCE AGREEMENT
This MAINTENANCE AGREEMENT is made this day of , 2019 by Michael &
Linda McCutcheon, hereinafter GUARANTOR and Jefferson County, a municipal corporation,
hereinafter GUARANTEE.
1.0 RECITALS
1.1 GUARANTOR is the owner of certain real property in Section 1,Township 29 North, Range 1
West, W.M., Jefferson County, Washington; identified as Lot 40, Assessor's Parcel Number
989100026; and referred to in this Agreement as the PROPERTY.
1.2 In conjunction with the GUARANTOR'S development of the PROPERTY under Jefferson
County Open Right-of-Way Application RAP18-00045, GUARANTEE has required and
GUARANTOR has agreed to construct a road and stormwater facility which includes collection,
conveyance, treatment, and infiltration facilities. The road and stormwater facility is described and
shown on a construction drawing for GUARANTOR'S development of the PROPERTY that is on
file with the appropriate agency,division,employee,or representative of Jefferson County.
1.3 As a condition of development approval, GUARANTOR has agreed to enter into this
Maintenance Agreement ensuring that the road and stormwater facility will be constructed and
maintained in accordance with the approved plans.
2.0 CONSTRUCTION AND MAINTENANCE
GUARANTOR agrees to construct and maintain a road and stormwater facility as shown on the
construction drawings described above. The road and stormwater facility shall be maintained and
preserved by GUARANTOR until such time as GUARANTOR, its heirs, successors, or assigns
and GUARANTEE agree that the facility should be dismantled, altered,abandoned,or removed.
3.0 NO REMOVAL
No part of the road and/or stormwater facility shall be dismantled, altered, or removed except as
necessary for maintenance,repair or replacement.
4.0 DISPUTE RESOLUTION
If a dispute arises between the parties to this Agreement regarding the road and stormwater
facility, GUARANTOR shall attempt to negotiate an appropriate resolution with GUARANTEE
represented by the Jefferson County Engineer. If the dispute cannot be resolved at that level,
GUARANTOR may file an appeal with the Jefferson County Hearing Examiner as provided for in
the Jefferson County Unified Development Code.
Page 1 of 3
5.0 ENFORCEMENT
This Agreement may be enforced by GUARANTEE in law or equity against GUARANTOR, its
heirs, successors and assigns.
6.0 SUCCESSORS AND ASSIGNS
This Agreement shall run with the PROPERTY and be binding on GUARANTOR, its heirs,
successors and assigns.
7.0 NOTICE
GUARANTOR shall file this Agreement with the Jefferson County Auditor.
DATED this day of ,2019.
GUARANTOR
STATE OF WASHINGTON
ss
COUNTY OF
On this day personally appeared before me & to me
known to be the individuals described in and who executed the foregoing instrument,and acknowledged that they
signed the same as their free and voluntary act and deed,for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this day of
Notary Public in and for the State of Washington
residing at
MY COMMISSION EXPIRES
ACCEPTED by:
Date
Page 2 of 3
STATE OF WASHINGTON
ss
COUNTY OF
On this day personally appeared before me to me known to be the individual described
in and who executed the foregoing instrument,and acknowledged that he signed the same as his free and voluntary
act and deed,for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this day of
Notary Public in and for the State of Washington
residing at
MY COMMISSION EXPIRES
ACCEPTED for JEFFERSON COUNTY by:
Monte Reinders,P.E. Date
Jefferson County Public Works Director/County Engineer
Page 3 of 3
Exhibit G
2/8/2019
CCEL/7 Conditions Associated With -j 11:27:25AM
Case#: RAP18-00045
Condition Status Updated
Code Title Hold Status Changed By Tag Date By
1010 SIGHT BRUSHING None NOT MET 2 8,20 19 ILD
The applicant shall be responsible for maintaining all vegetation to provide for the adequate sight distance adjacent to this
road approach.
1011 RESPONSIBLE None NOT MET 2/8/2019 TLD
The applicant shall be responsible for the cost to repair any and all damage to any county rights-of-way, including the
integrity of all survey monuments or boundary markers.
1012 NO CULVERT None NOT MET 2/8/2019 TLD
An approach culvert may not be necessary at the approach location to the Applicant's parcel at this time. The access must
accommodate a 10-16 foot wide driveway with a 10-25 foot approach radius.
1019 CRUSHED SURFACING None NOT MET 2/8/2019 TLD
The approach to the Applicant's parcel must have a minimum of 3 inches of crushed rock per WSDOT Standard Spec
9-03.9(3),starting from the edge of the new segment of Cleveland st.and extending back a minimum of 20 feet for the full
width of the access and its radius.
1037 SURFACE WATER None NOT MET 2/8/2019 TLD
The grade of the approach to the Applicant's parcel off Cleveland St.shall follow the crown of the road and be such that no
surface water is directed onto the new segment of Cleveland St.
1039 CENTERLINE None NOT MET 2/5/2019 TLD
The segment of Cleveland St.to be opened shall be built on the platted centerline per the Local Service Road Standard
Typical Section(attached).
1039 STORMWATER None NOT MET 2/5/2019 TLD
Prior to commencing land disturbing activity,the Applicant shall notify Jefferson County Public Works Department.
All temporary sedimentation and eriosion control measures,and ptotective measures for critical areas and significant trees,
shall be installed prior to initiating any construction activities.
In accordance with the Jefferson County Unified Development Code,Section 18.30.080(1)(f):Clearing,grading,and
construction of roads,bridges,utilities,and stormwater management facilities shall be inspected by JCPW. In order to enable
the department to conduct inspections in a timely manner,the applicant shall notify the department in a timely manner
regarding the project construction schedule.
Typical Inspections:
• Installation of temporary erosion and sediment control measures
• Clearing(and Grading)and road subgrade preparation;
The Applicant shall contact Jefferson County Public Works for the following inspections:
• Installation of temporary erosion and sediment control measures
• Clearing(and Grading)and road subgrade preparation;
• Placing roadway gravel base;
• Placing roadway crushed surfacing top course;
• Placing improved roadway surface(chip seal or asphalt concrete);
• Construction of stormwater management facilities(prior to backfill);
• (Additional inspections may be deemed necessary as project progresses.
1039 CENTERLINE None NOT MET 2/8/2019 TLD
The segment of Cleveland St.to be opened shall be built on the platted centerline per the Local Service Road Standard
Typical Section.
1045 RAP ONLY None NOT MET 2/8/2019 TLD
This approval is for opening the segment of Cleveland St.from the end of the opened segment from SR116,south
approximately 320 feet and for the road approach o the Applicant's parcel only and does not constitute approval of other
activities within the right of way or on this parcel. Any future permits on this site are subject to review for consistency with
applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits.
1065 PRE-CON None NOT MET 2/8/2019 TLD
Page 1 of 2 CaseConditions..rpt
2/8/2019
ACCEL/� Conditions Associated With _,� D 11:27:25AM
Case #: RAP18-00045
Condition Status Updated
Code Title Hold Status Changed By Tag Date By
Applicant must give Jefferson County Public Works office(360-385-9159)a minimum of 7 working days notice prior to
beginning work. An on-site pre-construction conference shall be scheduled by the applicant and will include Public Works
and the contractor who will be performing the work. Prior to this meeting,any utility locate marks shall be done(Call 811-48
hours before you dig).
1070 FINAL INSPECTION None NOT MET 2/8/2019 TLD
The Applicant must contact the Public Works Department for a fmal inspection upon completion of all work under this permit.
9140 P-PRIVATE ROAD APPROACH None NOT MET 2/5/2019 TLD
The Applicant may install a private road approach to the newly extended and constructed roadway to their parcel as shown on
the site plan submitted with the application.
9220 P-OPEN ROW None NOT MET 2/5/2019 TLD
The Applicant has permission to open a portion of platted Cleveland St. southerly from the end of the existing roadway for a
distance of approximately 320 feet,in accordance with the attached Jefferson County Public Works County Engineer's Report
with a road standard for a Local Service Road,which does not meet the criteria for a County road. Therefore,this section of
right-of-way will not be maintained by the County.
Page 2 of 2 CaseConditions..rpt
Exhibit H
Jefferson County
r Department of Public Works 81
"\\ �' t' f 623 Sheridan St. y`
; n r Port Townsend,WA 98368
u• �` Phone: (360)3 85-91 6Know0 below.
Fax: (360)385-9234
Call bet=you dig.
UTILITY PERMIT
Case Number: UTL18-00066 Road#: 578309 Class: B Job#: 18113
Cleveland St. From Milepost 0.46 To Milepost 0.58 Side of Road: LEFT
Applicant: SCOTT BANCROFT
JEFFERSON COUNTY PUD#1
310 FOUR CORNERS RD
PORT TOWNSEND WA 98368
In accordance with all applicable Revised Code of Washington and amendments thereto, and subject to all the terms,
conditions and provisions written or printed below or on any part of this form, permission is hereby granted to:
1.) The Applicant may place utilities in a trench along the back edge of the right-of-way of Cleveland St. from mile post
0.457 left to mile post 0.578 left.
2.) The Applicant has permission to install two junction boxes on the back side of the right of way at mile post 0.60 left
and mile post 0.578 left.
CONDITIONS:
1.) 30" is the minimum cover allowed over all utility lines placed across or parallel to the roadway, or across or within the
ditch.
2.) The utility trench shall be backfilled with imported gravel borrow per WSDOT Standard Spec 9-03.14(1) and
mechanically compacted in 12 inch lifts to 95% density.
3.) The applicant shall be responsible for the cost to repair any and all damage to the county roadway and rights-of-way,
including the integrity of all survey monuments or boundary markers.
4.) Any work within the shoulder shall be backfilled with imported gravel borrow per WSDOT Standard Spec 9-03.14(1)
and compacted in 12 inch lifts. The surface of the shoulder shall be finished with a minimum of 2" compacted
crushed granite gravel meeting WSDOT Standard Spec 9-03.9(3)
5.) The Applicant shall submit a Traffic Control Plan which shall follow the standards of the Manual on Uniform Traffic
Control Devices (MUTCD) any time that workers are on the county right-of-way or equipment must enter onto the
right-of-way.
6.) The junction boxes being placed on the right-of-way shall be a minimum of 10 feet from the edge of pavement or
traveled way or constructed to WSDOT requirements for a break away structure.
7.) This permit is being issued after installation and must meet all conditions of this permit.
The applicant, by signing the permit application, has agreed to all of the conditions in the permit including the provisions on
the back of this form. This permit shall be void unless the work herein contemplated shall have been completed before
March 11, 2019. The Department of Public Works may revoke, amend or cancel this permit or any of the provisions thereof
at any time by giving written notice to the grantee. The grantee, upon notification, shall immediately remove all of his
equipment and facilities from the County right of way. Any equipment or facilities remaining upon the County right of way 30
days after written notice of cancellation shall be removed by the County at the sole expense of the grantee.
In accepting this permit the grantee, his successors and assigns, agree that any damage or injury done to the property of
the grantee or any expense incurred by him through the operation of a contractor, working for the County or any County
employee shall be at the sole expense of the grantee, his successors and assigns.
/?-Il-(
For Jefferso ounty Date
GENERAL PROVISIONS APPLICABLE TO ALL PERMITS
This permit is subject to all applicable provisions of the Revised Code of Washington and all of the applicable provisions of
Washington law. This permit is also subject to all applicable provisions of Chapter 13.56 of the Jefferson County Code,
Accommodations of Utilities upon Jefferson County Rights-of-Way, Ordinance No. 01-0103-00; and Ordinance No.
09-0727-92 Regulating Jefferson County Road Approach Permits.
During the progress of the work such barriers and/or traffic control devices shall be erected and maintained as may be
necessary or as may be directed by the Public Works Department for the protection of the traveling public; all traffic control
devices shall be properly lighted at night and shall comply with all specifications of the Manual of Uniform Traffic Conrol
Devices.
In accepting this permit, the Applicant shall indemnify and hold the County, and its officers, employees, and agents harmless
from and shall process and defend at its own expense, including all costs, attorney fees and expenses relating thereto, all
claims, demands, or suits at law or equity arising in whole or in part, directly or indirectly, from the Applicant's negligence or
breach of any of its obligations under this Agreement; provided that nothing herein shall require a Applicant to indemnify the
County against and hold harmless the County from claims, demands of suits based soley upon the conduct of the County,
its officers, employees and agents, and; provided further that if the
claims or suits are caused by or result from the concurrent negligence of: (a) the Applicant's agents or employees; and, (b)
the County, its officers, employees and agents, this indemnity provision with respect to claims or suits based upon such
negligence, and/or the costs to the County of defending such claims and suits, etc., shall be valid and enforceable only to
the extent of the Applicant's negligence, or the negligence of the Applicant's agents or employees.
Except as herein authorized by the county Public Works Department, no excavation shall be made or obstacle placed within
the limits of a county road in such a manner as to interfere with the travel over said road and shall not be within four(4) feet
of the edge of the pavement. If the work done under this permit interferes in any way with the drainage of the county road,
the grantee shall wholly and at his own expense make such provision as the County Engineer may direct to take care of
said drainage. On completion of said work all rubbish and debris shall be immediately removed and the roadway and
roadside shall be left neat and presentable and satisfactory to the County Engineer.
All of the work herein contemplated shall be under the supervision of the County Engineer and the entire expense of said
supervision shall be borne by the grantee to whom this permit is issued, or his successors and assigns. The Department of
Public Works hereby reserves the right to order the change of location or the removal of any structure or structures
authorized by this permit at any time, said change or removal to be made at the sole expense of the grantee to whom this
permit is issued, or his successors and assigns.
All such changes, reconstruction or relocation by the grantee shall be done in such a manner as will cause the least
interference with any of the County's work and the County of Jefferson shall in no way be held liable for any damage to the
grantee by reason of any such work by the County of Jefferson, its agents or representative, or by the exercise of any rights
by the County upon roads, streets, public places or structures in question.
This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the County from granting
other permits or franchise rights of like or other nature to other public or private utilities, nor shall it prevent the County from
using any of its roads, streets, or public places, or affect its right to full supervision and control over all or any part of them,
none of which is hereby surrendered.
Federal Endangered Species Act Disclaimer:
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or
more threatened or endangered species and could lead to or represent a potential "take" of an endangered species as
those terms are defined in the federal law known as the Endangered Species Act or"ESA".
Jefferson County makes no assurances to the Applicant that the actions that will be undertaken because this permit has
been issued will not violate the ESA.Any individual group or agency can file a lawsuit regarding your action(s) on behalf of
an endangered species even if you are in compliance with the Jefferson County development codes. The Applicant
acknowledges that he, she or it holds individual and non-transferable responsibility for adhering to and complying with the
ESA.
\\tidemark\data\forms\F_UTL_Permit.rpt 12/11/2018
.,' '`�45 JEFFERSON COUNTY
r. , APPLICATION FOR UTILITY PERMIT
0
D(Jice use only
Jefferson County Permit# U,1L(.&'(44
Department of Public Works Receipt#
623 Sheridan Street Check#
Port Townsend,WA 98368 Date Paid
360-385-9159 Mile Post 0,451,( - 0,5-18
Fee
Additional fees may apply for multiple site
visits and/or inspections
Please Print or Type All Information—Check Utility Type That Applies
Utility Type A _✓ Utility Type B _ —Emergency Work lob/Order# is 113
Fee:$50.00 in 2017 Fee: $250.00 in 2017
County Road Name: Cleveland Street
Size,length and location of utility installation including any crossings.Please attach detailed plans.
TRENCHING APPROXIMATELY 640'FEET ALONG COI INTY R/W.TRENCH/CONDUIT LEAVE POLE
63g064-1535117 TRAVELING PERPENDICULARLY ON COUNTY R/W TO PARCEL 989100026 TRENCH
CONTAINS(I) 3"CONDUIT AT 42"MIN.DEPTH
JEFFERSON COUNTY PUD
Utility Company Contractor
SCOTT BANCROFT
Contact Person Mailing Address
310 FOUR CORNERS RD.
Mailing Address City,State,Zip Code
PORT TOWNSFND_WA 98368
City,State,Zip Code Telephone No./Ext.
(360)3x5-x368
Telephone No./Ext. Contractor's License No.
sbancroft()a ief10
Fax.No. Email Address
ACKNOWLEDGEMENTS
By signing the application form,the undersigned Applicant attests that the inhumation provided herein is true and correct to the best of his/her knowledge and
agrees to all conditions on the permit.The Applicant also certifies that this application is being made with the full knowledge and consent of all owners of the
affected property.Any material falsehood or any omission of material fact made by the Applicant/Owner with respect to this application packet may result in
this permit being null and void.
The Applicant further agrees to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees
and expenses that may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
The Applicant further agrees to provide access and right of entry to Jefferson County and its employees,representatives,or agents for the sole purpose of
application review and any required later inspection.This right of entry shall expire when the County concludes the application has complied with all
applicable laws and regulations. Access and right of entry to Applicant's property shall be requested and shall occur only during regular business hours.
The action or actions Applicant will undertake as a result of this permit may negatively impact one or more threatened or endangered species and could lead to
a potential"take"of an endangered species as those terms are defined in the federal law known as the"Endangered Species Act"or"ESA." Jefferson County
makes no assurances to the Applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA.Any individual,
group or agency can tile a lawsuit on behalf of an endangered species regarding Applicant's action(s)even if Applicant is in compliance with the Jefferson
County Development Code.
The licant acknowledges .t he,she or it holds individual and non-transferable responsibility for adhering to and complying with the ESA.The Applicant
has d/ I mer /+ •a es it below. /1— l3---! g
} i/�"'
Utility Company Conta Sign re Date
Please be sure to sign this form and make check payable to Jefferson County
Updated: 11/17/2016 Page 1 of 2
Forms:Application for Utility Permit
Utility Company Jefferson PUD County Road Name CLEVELAND STREET
All utility providers conducting work within County Rights-of-Way shall obtain a utility permit in accordance with Jefferson
County's Utilities Accommodation Ordinance#01-0103-00,Section 13.56.050 Utility Permit Types:
Type A Activities shall include installing less than five new utility poles or replacing any utility poles or replacing any utility poles,
installing short side utility services more than two feet off the edge of pavement,individual service connections with less than 200 feet of
trenching,and removing 2 or fewer panels of Portland Cement Concrete sidewalk.Utility providers conducting Type A activities within
County Rights-of-Way shall obtain an annual utility permit.Upon obtaining an annual utility permit,all utility providers shall provide written
notification before starting any Type A activities and must provide written certification within ten(10)calendar days that the work was done
in conformance with this Chapter.The County shall do random inspections of work conducted under an annual utility permit.
Type B Activities have a greater impact on the Rights-of-Way than Type A activities.Type B activities shall include individual service
connections with more than 200 feet of trenching,all roadway crossings,installing underground vaults,constructing splice pits,attaching to
any bridge structure,installing main lines,and all other utility activities within County Rights-of-Way. Utility providers conducting Type B
activities within County Rights-of-Way shall obtain an individual utility permit for each Type B activity.
Exempted Activities.Utility providers conducting the following exempted activities within County Rights-of-Way shall not be required to
obtain a utility permit,however,utility providers shall comply with all other provisions of this Chapter:stringing cables on utility poles and
associated maintenance thereof,accessing and maintenance of existing manholes,handholes,pedestals,closures and vaults,and replacing
above-ground meters,transformers,closures,and pedestals,and performing emergency work.
Please attach a map or draw a detailed sketch.
Updated: I 1 17r2016 Page 2 of 2
Forms:Application for Utility Permit i
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Exhibit
When recorded please return to:
Jefferson County Public Works
623 Sheridan St.
Port Townsend, WA 98368
No Protest Agreement
Platted, Public Right of Way
Grantor(s): Michael & Linda McCutcheon
Grantee: County of JEFFERSON, a Washington municipal corporation
Reference: Open Right-of-Way Permit No. RAP18-00045
Assessor's Tax Parcel Number: 989100026
WHEREAS, the Grantor is owner of the parcels listed by owner and parcel identification number
above and said parcels are located adjacent to and adjoining a public, platted right of way; and
WHEREAS, approved access is a condition of development or redevelopment within platted,
public rights of way; and
WHEREAS, any agreement to establish a Road Improvement District (RID)to the public, platted
rights of way adjacent to or adjoining the parcels listed above are subject to the terms and
conditions of this No Protest Agreement
NOW THEREFORE, the GRANTOR covenants and agrees that at any time a Road Improvement
District (RID), including but not limited to a Local Improvement District (LID), Utility Local
Improvement District (ULID), or any other pro rata sharing of costs to construct, improve the
public, platted rights of way to the parcels listed above is formed and the parcels are subject to
a RID or within the service area of a RID, then the owners and successors in interest as their
interests as they may appear of the parcels hereby waive their right of protest to said RID
except as to the method of assessment and GRANTOR and GRANTEE acknowledge and confirm
that the terms and conditions of this Restrictive Covenant "touch upon the land" and shall "run
RID No Protest Agreement Page I of 2
with the land" or any part thereof described in this agreement for perpetuity.
DATED this day of , 2019.
PROPERTY OWNER:
Michael McCutcheon
PROPERTY OWNER:
Linda McCutcheon
STATE OF WASHINGTON)
ss.
COUNTY of JEFFERSON )
On this day personally appeared before me ,
to me known to the individual(s) described in and who executed the within and foregoing
instrument, and acknowledged that signed the same as free and voluntary
act and deed, for the use and purposes therein mentioned.
Given under my hand and official seal this day of , 2019.
NOTARY PUBLIC in and for the State of Washington
residing at
My commission expires:
RID No Protest Agreement Page 2 of 2