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HomeMy WebLinkAbout082718_ca01 Department of Public Works O Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners Philip Morley, County Administrator From: fit; Monte Reinders, Public Works Director/County Engine Agenda Date: August 27, 2018 Subject: Open Right-of-Way Request - Port of 9th Ave. in Irondale Statement of Issue: Public Works has received an application to open a portion of platted 9th Ave. in Irondale for approximately 130 feet for access to property for development. Analysis/Strategic Goals/Pro's Et Con's: The proposed area of right-of-way to be opened is located within the Plat of Seventh Ave. Acre Tracts. 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 9th Ave. for approximately 130 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: jr • Morley, C•u r y 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 9th Ave. ) WHEREAS, an application to construct roads and utilities on public right-of-way has been submitted by Kevin and Susan Miller for the purpose of developing four(4) parcels on Lots 19-30 within Block 59, Lots 1-6& 36-46 within Block 88 plat of Irondale#7, and Block 85 of the plat of Seventh Ave. Acre Tracts, and WHEREAS, said development will require opening approximately 130 feet of 9th Ave, 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 August 16, 2018 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: 9th Ave. Avenue from Irondale Rd. at milepost 0.15 right a total distance of approximately 130 feet BE IT FURTHER RESOLVED,that roads shall be constructed in general conformance with the standards recommended in the County Engineer's report dated August 16, 2018. 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 , 2018. JEFFERSON COUNTY BOARD OF COMMISSIONERS David Sullivan, Chair Kate Dean, Member Kathleen Kler, Member ATTEST: Carolyn Avery Deputy Clerk of the Board Page 1 of 7 Jefferson County Public Works Department County Engineer's Report Open Right-of-Way Portion of Platted 9th Ave, Irondale No. 7 This Report is in response to an Open Right-of-Way Permit application (Exhibit A) submitted by Kevin & Susan Miller. 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: Irondale No. 7 Road /Street Name: 9th Ave. Adjacent to: Block 59, Lots 19-30 & Block 88, Lots 1-6 and 36-46 & Block 85 within Seventh Ave. Acre Tracts Distance: Approximately 130 feet Sections 3 & 34,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 9th Ave. is not opened and is covered with native shrubs and trees except for a small area where a private driveway goes across the platted right-of-way to a home located on Lots 9-30, within Block 59 of Irondale No. 7. The project area is currently zoned RR1:5 (UGA). There are no mapped environmentally sensitive areas. Access to the segment of 9th Avenue right-of-way proposed to be opened (subject ROW) is off of Irondale Rd. The subject ROW terminates at the southern boundary of Irondale No. 7 plat. As such, the subject ROW cannot become a thru road, but will be used to access Lot 85 within the Seventh Avenue Acre Tracts located to the south. The Department of Community Development is currently reviewing a Boundary Line Adjustment (BLA) application which would divide Lot 85, Parcel #994200037, into three separate lots and combine Parcels #961808801 & #961808808 within Block 88, into one lot (SUB18-00008). 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), Page 2 of 7 • 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. 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 50 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 private, dead-end road 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). In a full build- out scenario the projected ADT could be higher if duplexes or accessory dwelling units (ADUs) are constructed. SIGHT DISTANCE Adequate sight distance must be met based on the criteria within the WSDOT design manual, Chapter 1340 and/or the AASHTO design manual. The Applicant's Engineer shall analyze the sight distance at the proposed location of 9th Ave. and Irondale Rd to verify and/or make corrections to any restrictions due to the curve at the proposed approach. ROADWAY CONSTRUCTION PLANS The proponent shall construct the roadway to the standards depicted on the required Typical Section shown in Exhibit C. Page 3 of 7 The proponent shall submit road construction plans prepared by a licensed civil engineer to the Public Works Department for review prior to commencing construction. 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: 6 inches compacted gravel base and 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. Page 4 of 7 SURFACING Privately-maintained roads:An improved roadway surface (asphalt or bituminous surface treatment) is not required. 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 • All intersections shall be designed so that the centerlines intersect as close to 90 degrees as practicable and in all cases between 75 and 105 degrees. • The road plans shall show the radii of the edge of the surfacing at intersections. • The road plans shall show any features that are pertinent to the design of the intersection. • Intersection design shall provide for adequate drainage. • The design and construction must assure that minimum sight distance requirements are met. 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 (CLEAR ZONE) For roads with a posted speed limit of 35 MPH or less, a 10 feet wide clear zone shall be maintained between the edge of traveled way and any obstructions. UTILITIES Utility installation shall meet the requirements of the Jefferson County Code, Chapter 13.56 Utilities. 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 is 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 Storm water 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. Road plans shall specifically address access to Lots as approved in the BLA. MAINTENANCE AND NO PROTEST AGREEMENT A Road Maintenance Agreement is required for this private facility located on a public right- of-way. A Stormwater Maintenance Agreement may be required contingent upon the determination of the Department of Community Development's stormwater requirements. Any private road located on County right-of-way shall be maintained as outlined in a road maintenance agreement to be developed by the proponent. See Exhibit H for requirements of a 'Model Road Maintenance Agreement'. A No Protest Agreement is required for construction of this private facility on a 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 Page 6 of 7 standards, the Grantor must 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, stormwater facilities, and other appurtenances 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 resolution. The Grantor(s) further agree to join in any proposed petition for such road improvements. This no protest agreement is included on Exhibit F. 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. RECOMMENDATION: Page 7 of 7 Public Works recommends that this request to open County right-of-way to the standards and requirements listed above be approved. Once completed, these roads will be privately maintained and not become part of the County road system. Monte Reinder ,_P.E. Dat Public Works Director/ County Engineer JEFFERSON COUNTY BOARD OF COMMISSIONERS ACTION (See attached Resolution) Exhibit A ii?'' t I JEFFERSON COUNTY r l `• APPLICATION FOR OPEN RIGHT-OF-WAY PERMIT �k nn r Office use only Jefferson County E � E LJ [F Permit# Department of Public Works D Receipt# 623 Sheridan Street Check# Port Townsend,WA 98368 • '8 2018 Date Paid 360-385-9159 Fee for 2018 $896.00 Payable to Jefferson County www cojefferson.wa.us Additional fees will apply per JEFFERSON COUP,i Ordinance 02-0312-12 PUBLIC WORKS DEPil APPLICANT INFORMATION t/ Property Owner of Record: kQV t r\ (GeN(# St Jan M f I ler Telephone: 3 6 U "3 of - (055`I Fax: Email k-e vi-r1 e vn,I I4toski more -w -, Mailing Address: 1 1 p iSrve Roc<d Akrottcoid, tivA 1 3 5 Ej Applicant/Agent(if different from owner): Telephone: Fax: Email Mailing Address: PROJECT INFORMATION Purpose for request to Open Right-of-Way: Name of road/right-of-way to be opened: eie(4s- c axed Oc .ed 6s q 41wPn i,e Total distance(length)of right-of-way to be opened: Parcel number(s)of your property: eI c21-QJ(Jo-00i . Q(o I -44US -dOz4 't G( .bo f} .�;O�S, k's N -M -c.'A7 WO gi9I-e>6"- Name of plat where the road is located: B ()tic 6g o Tye.,daft i' 7 clog- Attach any Recorded Surveys(list volume and page numbers): Nearest Cross Street: j.ran pl cd e Roc,ct Other development permits associated with this request.For example,septic,building,stormwater: Will you be installing any utilities within the right-of-way? t/,04i. SITE MAP Please attach a site or plat map which identifies the right-of-way to be 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 DESIGNATI 0 OF AGENT fi1.---- I he eby 4•.'gnate 9 c I6)t. - to act as my agent in matters relating to this application for permit. tat- Owner Slgnat,re ` 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 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 th' permit being null and void The Appli ant has rea tis disci an .igns and dates it below. t. 3—riff Si Lure Applicant or Authorized Representative Date Forms:2018 Application for Open Right-of-Way Permit Updated: 12/11/2017 Page I of 2 Exhibit B ?(/)POSCc\ Miller Boundary Line Adjustment Survey located in Blocks 59 & 88 of Irondale Division No. 7 and Lots 84 & 85 of Seventh Avenue Acre Tracts Section 2, Township 29 North, Range 1 West and Section 34, Township 30 North, Range 1 West, W.M., Jefferson County, Washington I _ • _______-_ I ___ L-lor Irl ----- Anderson —_----_—____ _�_�- R- ;#.43.17212:_-� Street STA 18406.06 /" ,5518" STA 19483.47 \-\ 06 A OFFSET. 42.35 RIGHT . e ._ ... 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N RI, - ,.PEAK 02/20/2018 2 I A BOOV • I I CF . .. °�RVEYS PC 153 2 2 /201 g SURVEYS' PG 103 JtrhtRSON COUNTY APPROVALS CURRENT TAX PARCEL NOS.AND ACREAGES 961808801-LOTS 1 TO 5.BLOCK 88 IRONEN E/7,LYNG SOUTH OF ROAD PER AFN 523370 (3,884 SF) JEFFERSON COUNTY ASSESSOR DATE 961808802-LOT 8 BLOCK 89 IRONDALE/7,LYING SOUTH OF ROAD PER SUPERIOR COURT CASE NO. 13-2-00197-6(6 SF) 961808908-LOTS 36 TO 46,BLOCK 88 MONDALE/7,LESS ROW PER KR 523370(9,247 SF) PLANNING AAIAGER, DATE 994200037-LOT 85 SEVENTH ACRE TRACTS TOGETHER WIN PORTION LOT 84 PER AFN 523370 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT (41.865 SF) 0 U.)1 1 e� by `.PP(I(U vil- FOR STATEMENT OF INTENT RECORDED PURSUANT TO TMS BER(S) UNE ADJUSTMENT,SEE NSIRUYENT(A rr `�,., D {A Q�(� RECORDED UNDER JLFFENSON COUNTY AUDITORS TLE NUMBER(S) NOTES p pO& gOW 1 _r SURVLIVRY ANRRATTVE 1.THIS SURVEY 0565 TIE AVONDALE ROAD RIGHT OF WAY AND SECTION SUBDIVISION AS SHOWN ON ALL LOTS MINN THIS ADJUSTMENT ARE UNDER ONE OWNERSHIP. VOLUME 25 OF 55MVEY5,PAGE 66 NO THE PUT BREAKDOWN PROCEDURE FOR RO 65451 MVOs NO.2 AS SHOWN ON VOLUME 32 OF SURVEYS.PACE 164. THIS SURVEY WAS PREPARED FOR THE EXCLUSNE USE OF TIE PARTIES WHOSE NAMES APPEAR 2.FOR ORIGINAL LEGAL DESCRIPTIONS.SEE INSTRUMENTS RECORDED UNDER JEFFERSON COUNTY HEREON IN THE SURVEYOR'S CERTIFICATE AND DOES NOT EXTEND TO ANY AUDITORY FILE NUMBER 523370 AND JEFFERSON COUNTY SUPERIOR COURT CASE NO. , UNNAMED PARTIES WITHOUT W EXPRESSED RECERTIFICATION. 13-2-00197-6. 3.THS SURVEY COMPLUES 81114 WAC.132-130-100 AND WAS ACCOM°LSSED M 2017 BY FEED I) TRAVERSE METHODS USING A TOPCON 9001A ROBOTIC I-SECOND TOTAL.STATION CALIBRATED AT THE CLALLAM COUNTY RASELNE ON SEPTEMBER 17,2015.SOME DISTANCES MEASURED WITH A STEEL TAPE. LEGEND 4.MIS SURVEY WAS PERFORMED ACCORDING TO W.AC.332-130-090 STANDMVS FOR EMDI • 'JONNS'6 37337' • AT LATER DATE,SET 5/8-NCH REBAR WITH RED PLASTIC SURVEY CAP STAMPED BOUNDARY SURVEYS.THIS SURVEY WAS NOT PERFORMED OR CERTIFIED TO MEET 711E CURRENT 'ANNUM STANDARD DETAIL REQUIREMENTS'OR ACCURACY STANDARDS'MR ALTA/ACSM LAND TITLE SURVEYS.THEREFORE USE OF TIES ANP FOR THE ISSUANCE OF AN ALTA/ACSM OWNERS EXTENDED COVERAGE POUCY IS STRICTLY PROHIBITED. Q 04/06/2017,FOUND 3-INCH BRASS CAP N MONUMENT MEAL PER BON(25 OF SURVEYS,PAGES 66-68 5.THE SURVEYED PARCEL WY BE SUBJECT TO EASEMENTS OR OTHER ENCUMBRANCES EITHER RECORDED OR UNRECORDED NOT SHOWN HEREON.THIS SURVEY 86 NOT DETERMWE°THE 0 50 100 • SUURVEYS,PAGQ 666/B-ITCH REBAR WITH CAP 1S 15986'PER BOOK 25 OF EXISTENCE OF ALL SUCH EASEMENTS OR ENCUMBRANCES OR THEN EFFECT ON ME SURVEYED PARCEL EXCEPT AS SPECIXALLY SHOWN HEREON. o 04/06/2017.FOUND 5/8-INCH REBAR WITH PLASTIC EAP STAMPED'A Rom as B.THIS RECORD OF SURVEY WY DEPICT EXISTING FENCE LINES AND OTHER OCCUPATIONAL 23911'PER BOOK 17 OF WRAEY5,PAGE 153,UNLESS NOTED OTHERWISE INDICATORS N ACCORDANCE WITH WAC.CHAPTER 332-130.THESE OCCUPATIONAL INDICATORS WY SCALE IN FEET INDICATE A POTENTIAL FOR CLANS OF UMARRTEN TIRE LEGAL OWNERSHIP RASED UPON UNWRITTEN ARA JEFFERSON COUNTY AUDITOR'S FILE NUMBER OF RECORD LEGAL DESCRPTDN TITLE CLAWS HAVE NOT BEEN RESOLVED BY THIS SURVEY feline,29.Fou, F= 0 / wwP\\-AfdV0AX?S.6cTs\ma\NV.M \ OULi Mu,JKE A SURVEY IN SECTION 34,TOWNSHIP 30 NORTH,RANGE I AiT/I/7z "--s'*i.s"s.,tys - WEST AND SECTION 3.TOWNSHIP 29 NORTH.RANGE I WEST, JOHNS TON 540 W.Eighth Street,Port Angeles,WA 98362 108NS and surveying 360.452.0237 or 360.385.25%,360.452.0238 fax W.M., JEhhERSON COUNTY.WASHINGTON oe To L Y ! www.johnstonlandsurveying.com � w warl,7,q DATE:03/27/2077 SURVEYOR'S CERTIFICATE y AUDITOR'S CERTIFICATE 31(JDY-11.9 SCALE:1'.50' THIS MAP CORRECTLY REPRESENTS A SURVEY MALE BY ME OR UNDER MY DIRECTION g FILED FOR RECORD 1145_DAY OF 2018 AT �_ DRAWN 8Y:611 N CONFORMANCE WITH NE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE i RF o .M.N BOOK OF SUR1EY5 AT PAGE REDUST OF KEVIN MILER N MARCH,2017. rrU 015 rEst' ?` :IL l\�S AT RLE REQUEST OF JOHNSTON LAM)SURVEYING PUT CHECKED BY: °A PPP SHEET I OF 1 ROB,KIMSTON PLS 37531 `V--A COUNTY AUDITOR AUDITORY FRE NUMBER 3(29N-110 3/8/2018 Land Records 'S Land Records I `-' ] c w+1 ` :`i i M i ■ i 1 s w 6.1 1 3 Address, Owner or PIN s —1. 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GRAVEL BASE I 1 111_11 11 LI i CRUSHED SURFACING 6” COMPACTED DEPTH (MIN) I— I ITOP COURSE I E 2" COMPACTED DEPTH (MIN) 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. cl, 'r,4 "' Jefferson County MARCH 17, 2011 Department of Public Works PG 1 OF 2 LOCAL SERVICE ROAD DETAILS [..— 25,0' 20.0' 1---- R20,0' � 20.0' 20.0' TURNING AREA f STANDARD 20.0' TURNING 60,0' R20,0' (----- AREA 30.0' 20.0' TURNAROUNDS 20.0' 20.0' PAVED APRON R25,0' '' / -�; �� i�' ROAD APPR0ACH �0. ,' Jefferson County �� aihl�r Works MARCH 17, 2011 PG 2 OF 2 Exhibit D MATCH EXISTING ROADWAY 4'0k p TABLE-11 SLOPE MATERIAL TO •'-, SFRpgcSLPER OF \ 1:1‘6' ykDISTANCE SIGHT REQUIREMENTS .94, trh POSTED SIGHT DISTANCE PERMIT FOR SPEED MINIMUM PREFFERED SPECIFIC CULVERT REQUIREMENTS i�: : 25 MPH 160 FT. 200 FT. ��. \ i A 30 MPH 200 FT. 240 FT. 35 MPH 240 FT. 275 FT. JFPG.. `� 40 MPH 275 FT. 350 FT. T :;".�.;•` S . . P�/ , 45 MPH 315 FT. 410 FT. > . . ��� y •ow •... ,E ::14 4,+..�. F 50 MPH 350 FT. 475 FT. . • �� • • _ t..,.,..;.•. , ;.,.;•; ,.� ', a:6,. .'•':,;':;;`',:..• 4. c,..05:1 4\rte TABLE-21 SEE TABLE-2 ,.a:: 'i''N\-" '• • •'' ..•N .. �� GF' FOR RETURN RADIUS ;`w;:t1, .t:`.'. ;s` ;..1:'.';Qp,G 0...C/./..':,,:',1'.' , Q1 PS✓i cv,09• ��4 (P • " RETURN RADIUS : ' "� RESIDENTIAL APPROACH -LOCAL ROAD 10' F -, „, fc RESIDENTIAL APPROACH -COLLECTOR RD. 20' NTFR<iti P�OPGN :;'ti° ?„: \`�, MAJOR APPROACH -ALL CLASSIFICATIONS 35' F : \oicti PLAN of Op s. �\ Nf TABLE-31 cE������� Rogo A ��fO .SyoU`.. •��,� N.T.S. APPROACH WIDTH , PAVED LENGTH 75•-90' Fp OF RESIDENTIAL APPROACH 10' MIN. / 16' MAX. ''CLE RAND q�Ey MAJOR APPROACH 20' MIN. / 36' MAX. • NOTES 1. SPECIFIC CONDITI❑NS PROVIDED IN ROAD APPROACH PERMIT WILL GOVERN INSTALLATION. 1- s 2. PAVING IS NOT REQUIRED FOR ROAD APPROACHES CONNECTING TO 0 FY GRAVEL ROADS. c� �RNEw EDGE OF PAVEMENT EXPANSION JOINT 3. RESIDENTIAL APPROACH PAVING = MINIMUM 2-IN. COMPACTED DEPTH f I IF CONCRETE I , ASPHALT CONCRETE PAVEMENT, OVER MINIMUM 4-IN. COMPACTED COUNTY ✓ 5'1. • � � , DEPTH CRUSHED SURFACING TOP COURSE, OR MINIMUM 6-IN. CLASS ROAD A. ♦`� 3000 CEMENT CONCRETE. „ j%� ,_. �X SLOPE TO DITCH �/ 411 ,�;, •♦�;; MAJOR PAVING = IT APPLICATION ATION UPON REVIEW OF `�=,`I",ve 4o i SI;-:; -� � '►% *AN , , ' � # #V ♦V♦V♦� iii ♦ ♦ I • �/ 4. ALL PORTLAND CEMENT CONCRETE APPROACHES REQUIRE AN � I ♦ �j �♦ INSPECTION OF THE FORMS AND EXPANSION JOINT LOCATION PRIOR ,*?',./4# > K �, TO PLACING CEMENT CONCRETE. •��� ��♦, 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 li 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. Ko•.n.rbelow.tore BEFORE YOU DIG Public Works ROAD APPROACH 1 Call srou aq. 1.800.424-5555 Exhibit E • i kst.sON cc) JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -< 621 Sheridan Street I Port Townsend, WA 98368 360-379-4450 I email: dcd@co.jefferson.wa.us .4ri1 NCO ° www.co.jefferson.wa.us/commdevelopment MEMORANDUM TO: Terry Duff, Eng. Tech III FROM:Michelle Farfan, Associate Planner DATE: April 5, 2018 SUBJ: Open Right-of-Way Application for Platted 9th Avenue; Kevin & Susan Miller Thank you for forwarding to me the proposed open right-of-way application for platted 9th Avenue, Port Hadlock as submitted by Kevin & Susan Miller. They have also submitted a boundary line adjustment application (MLA18-00018/SUB18-00008) that identifies 9th Avenue (Patti Place as the applicants are calling it) as providing access to the proposed reconfigured four parcels. I would also like to call to your attention that a Customer Assistance Intake Form (CAM18-00059) was submitted to this department on January 31, 2018 that inquired about multi-family units. Additionally, Jefferson County Code (JCC) also allows for a primary residence as well as an accessory dwelling unit per parcel of record. JCC 18.30.060 requires all grading and clearing activities to be conducted so as to minimize potential adverse effects on surface water quality and quantity, groundwater recharge, adjacent properties, and downstream drainage channels. JCC 18.30.070(4) requires new developments that create 2,000 square feet or more of new, replaced, or new plus replaced impervious surface or has land-disturbing activities of 7,000 square feet or greater shall comply with the Minimum Requirements Nos. 1 through 5 as contained in the Stormwater Management Manual for Western Washington. Additionally, platted 9th Avenue and the surrounding parcels are identified as a special aquifer recharge protection area (SARPA). JCC 18.22.130(2)(a) requires land use activities shall control and treat stormwater runoff in accordance with the Stormwater Management Manual for the Puget Sound Basin, as amended and the stormwater provisions as contained in Chapter 18.30 JCC. The parcels are also designated as a seismic zone which means the stormwater plan shall also comply with JCC 18.22.170(2), (3) and (4). Based on the above and consistent with JCC 18.30.070(5), a Stormwater Management Permit is required to be submitted to this department. For your convenience I have enclosed the Stormwater Calculation Worksheet and the Stormwater Site Plan Instructions and Submittal Template forms that need to be completed by the applicant and originals returned to DCD with the application fee of $483.00. Please let me know if I you have any questions or comments. g3, (,) c�ON 4 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368 Tel: 360.379.4450 Fax: 360.379.4451 Web: www.co.jefferson.wa.us/communitydevelooment k j NG t0 E-mail: dcd(a.co.iefferson.wa.us STORMWATER SITE PLAN INSTRUCTIONS AND SUBMITTAL TEMPLATE "Medium" and "Large" Projects [Includes Construction Stormwater Pollution Prevention Plan (SWPPP) and Permanent Stormwater Control Plan] The submittal template for a Stormwater Site Plan has been developed from information presented in the Department of Ecology 2012 Stormwater Management Manual for Western Washington (Manual), which is the set of stormwater management standards for new development and redevelopment in Jefferson County. The Stormwater Site Plan, Minimum Requirement #1 in the Manual, is the comprehensive report containing all of the technical information and analysis necessary to evaluate a proposed new development or redevelopment for compliance with stormwater requirements. A Stormwater Site Plan is required for all "medium" and "large" projects. (For background information, refer to the Stormwater Management Information Sheet.) The Stormwater Site Plan includes a Construction Stormwater Pollution Prevention Plan (SWPPP — Minimum Requirement#2) that addresses sediment and erosion control during construction and a Permanent Stormwater Control Plan that addresses stormwater on the project site in its developed condition through dispersion, infiltration, or, if necessary, flow control and/or treatment facilities. The steps for preparing and the content of a Stormwater Site Plan are summarized below and more fully described in Chapter 3 of Volume I of the Manual. The attached submittal template is intended to be a format applicable to typical rural residential construction. For these cases, completion and submittal of the template results in a complete land use application. THE TWO MAIN COMPONENTS OF A STORMWATER SITE PLAN I. Construction Stormwater Pollution Prevention Plan A Construction Stormwater Pollution Prevention Plan (SWPPP) is a document that describes the potential for pollution problems on a construction project and which explains and illustrates the measures to be taken to control these problems. The basis for requiring a SWPPP, the twelve elements required to be in a SWPPP, the suggested step-by step procedure to follow, and the suggested Best Management Practices (BMPs) to follow, are all described in Volume II of the Manual. A SWPPP consists of two sections, a narrative and the drawings. A description of the contents of the narrative and the drawings sections, and checklists for each of these sections, are in Section 3.3 of Volume II. For typical rural residential projects, DCD provides a Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet to assist with the preparation of the Construction SWPPP. II. Permanent Stormwater Control Plan A Permanent Stormwater Control Plan is a document that describes the basis for, and the means of implementing, permanent Best Management Practices (BMPs)for flow control and treatment facilities after the project is completed. The content of a Permanent Stormwater Control Plan is described in Section 3.1.5 of Volume I of the Manual. The permanent BMPs and facilities for flow control and treatment are described in Volumes III, IV, and V of the Manual. The submittal template is intended for rural residential projects that can fully disperse or infiltrate stormwater. The template may not be appropriate or sufficient for applications involving larger or more complex projects. stormwater site plan template—rev.4/7/2016 1 INSTRUCTIONS To prepare a Stormwater Site Plan, follow the steps outlined below, complete the Stormwater Site Plan template, sign and submit together with the Master Land Use Application (MLA). This information may also be provided on other diagrams, plans, studies, or attachments submitted with the project application. If so, please indicate such on this supplemental permit application. As the template is designed mostly for rural residential development, it may not be as useful for a larger project as an independently prepared Stormwater Site Plan. For any particular project, the Administrator may waive specific submittal requirements determined to be unnecessary for review of the application. Note: Prior to filling out the submittal template, read through these steps for preparing a Stormwater Site Plan. Preliminary or draft versions of the individual components may be helpful in the case that redesigning an original layout would result in a proposal that has less environmental impacts and is significantly simpler in terms of meeting stormwater requirements. For example, if the proposal can utilize the "full dispersion"BMP (T5.30 in the Manual), there is no need to provide for flow control or flow treatment on the site. For more information on the easiest way to meet stormwater requirements, refer to the "Low Impact Development" Information Sheet. BMPs used during the construction phase and that are included in the Construction SWPPP may also be useful as elements of the Permanent Stormwater Control Plan. STEP 1: COLLECT AND ANALYZE INFORMATION ON EXISTING CONDITIONS Collect and review information on existing site conditions, including topography, drainage patterns, soils, ground cover, critical areas, adjacent areas, existing development, existing stormwater facilities. The Jefferson County website provides an Internet Map Server (IMS)function(http://www.co.jefferson.wa.us). If available,a Development Review Division(DRD)planner may be able to assist you in collecting this information. Analyze the information to determine site limitations,including: • Areas with high potential for erosion and sediment deposition(based on soil properties, slope,etc.); • Locations of sensitive and critical areas (e.g., vegetative buffers, wetlands, steep slopes, floodplains, geologically hazardous areas, streams,susceptible aquifer recharge areas,etc.);and • The natural receiving waters to which the stormwater runoff either directly or eventually discharges. This information will be useful in site design and in the completion of the Permanent Stormwater Control Plan and Construction SWPPP. STEP 2: PREPARE PRELIMINARY DEVELOPMENT LAYOUT Based upon the analysis of existing site conditions, locate the buildings,driveways, roads, parking lots,and landscaping features for the proposed development. Consider the following points when laying out the site: • Fit development to the terrain to minimize land disturbance; confine construction activities to the least area necessary and away from critical areas; • Preserve areas with natural vegetation(especially forested areas)as much as possible; • On sites with a mix of soil types, locate impervious areas over less permeable soil (e.g., till) and try to restrict development over more porous soils(e.g.,outwash); • Cluster buildings together; • Minimize impervious areas;and • Maintain and utilize the natural drainage patterns. The preliminary development layout will assist in determining threshold discharge areas for calculating whether size thresholds under Minimum Requirements#6, #7, and #8 (for"large" projects)are exceeded and as a basis for the drawings and maps required for the Stormwater Site Plan. stormwater site plan template—rev.4/7/2016 2 • STEP 3: PERFORM AN OFF-SITE ANALYSIS This step is for "large" projects (i.e., adding 5,000 square feet or more of new impervious surface, converting '/4 acres of pervious surfaces to lawn or landscaped areas, or converting 2 '/2 acres of forested area to pasture)at the discretion of the UDC Administrator. See Volume I,Section 2.6.2 for more information. STEP 4: REVIEW THE APPLICABLE MINIMUM REQUIREMENTS The Stormwater Calculation Worksheet is a required submittal for all development and redevelopment land use applications. Completing the Worksheet helps determine the broad category of the proposal—"small," "medium," or "large" project—and the applicable Minimum Requirements. "Small" projects need to meet Minimum Requirement #2 only. "Medium" projects need to meet Minimum Requirements #1 through #5. "Large" projects need to meet all the Minimum Requirements, #1 through #9. The Minimum Requirements are as follows: 1. Preparation of Stormwater Site Plans(Chapter 3 of Manual) 6. Runoff Treatment 2. Construction Stormwater Pollution Prevention 7. Flow Control 3. Source Control of Pollution 8. Wetlands Protection 4. Preservation of Natural Drainage Systems and Outfalls 9. Operations and Maintenance 5. On-site Stormwater Management The Manual provides descriptions and instructions in Volume I, Chapter 2. Information sheets,application materials,and DRD planners can help describe the Minimum Requirements to applicants. Note: "Large" projects, as part of meeting Minimum Requirements #6 – Runoff Treatment – and #7 – Flow Control, are compared to Volume I, Chapter 2 in the Manual to determine whether on-site stormwater management BMPs are sufficient or treatment facilities or flow control facilities are required. The flow control determination may necessitate use of the Western Washington Hydrology Model managed by the Department of Ecology. Consult Sections 2.5.6 and 2.5.7 of Volume I, Chapter 2 of the Manual for more information. Again, the easiest way to meet stormwater requirements is to design the project so that natural drainage is preserved, impervious surface is limited, and full dispersion (BMP T5.30) is implemented. By using "low impact development" techniques in the site design, the need for treatment and flow control facilities is eliminated, simplifying preparation of the Stormwater Site Plan and often the site construction process itself. For more information on these techniques,consult the "Low Impact Development" Information Sheet. STEP 5: PREPARE A PERMANENT STORM WATER CONTROL PLAN Select stormwater control BMPs and facilities that will serve the project site in its developed condition. The selection process is presented in Volume I, Chapter 4. After consideration is given to how selected BMPs and facilities fit within and serve the entire preliminary development layout, the designer may want to reconsider the site layout to reduce the need for construction of facilities or the size of the facilities by reducing the amount of impervious surfaces created and increasing the areas to be left undisturbed. The Permanent Stormwater Control Plan should contain the following sections(Section 3.1.5 of Volume I, Chapter 3): • Existing Site Hydrology(i.e.,the behavior of water on the site—above, below, and on the ground) • Developed Site Hydrology (special requirements for projects and threshold discharge areas within projects that requirement treatment and flow facilities) • Performance Standards and Goals • Flow Control System • Water Quality System • Conveyance System Analysis and Design Essentially, in terms of site hydrology, the developed condition of the site should match the pre-developed condition, with is forested land cover (unless reasonable, historic information is provided that indicates the site was prairie prior to settlement). For "large" projects, totals of impervious surfaces, pollution-generating impervious surfaces, and pollution generating pervious surfaces must be tabulated for each threshold discharge area for which on-site BMPs are the sole stormwater management approach. stormwater site plan template—rev.4/7/2016 3 STEP 6: PREPARE A CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP for projects adding or replacing 2,000 square feet of impervious surface or more or clearing 7,000 square feet or more (i.e., "medium" or"large" projects), must contain sufficient information to demonstrate to the UDC Administrator that the potential pollution problems have been adequately addressed for the proposed project. An adequate Construction SWPPP includes a narrative and drawings. The narrative is a written statement to explain and justify the pollution prevention decisions made for a particular project. The narrative contains concise information concerning existing site conditions, construction schedules, and other pertinent items that are not contained on the drawings. The drawings and notes describe where and when the various BMPs should be installed, the performance the BMPs are expected to achieve, and actions to be taken if the performance goals are not achieved. There are 13 Elements that must be considered in the development of a Construction SWPPP, unless site conditions render that element unnecessary and the exemption from that element is clearly justified in the narrative. The 13 Elements cover the general water quality protection strategies for limiting site impacts during construction and are described in detail in Section 2.5.2, Volume I of the Manual. The 13 Elements of Minimum Requirement#2,Construction Stormwater Pollution Prevention, are: 1. Mark Clearing Limits 6. Protect Slopes 11. Maintain BMPs 2. Establish Construction Access 7. Protect Drain Inlets 12. Manage the Project 3. Control Flow Rates 8. Stabilize Channels and Outlets 13. Protect Low Impact Development 4. Install Sediment Controls 9. Control Pollutants BMP's 5. Stabilize Soils 10. Control De-watering For ease of use, the Stormwater Site Plan submittal template below includes a section that lists the 13 Elements and provides the opportunity to include sufficient information for rural residential and other relatively simple Construction SWPPPs. For more complex projects,a separate narrative and set of plans may be preferred or required. Volume II of the Manual is dedicated to Construction Stormwater Pollution Prevention. A step-by-step BMP selection process and a complete description of the BMPs applicable to each element is provided in Chapters 3 and 4. Additionally, DCD provides a Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet that summarizes the 12 Elements and excerpts from the Manual sample sediment and erosion control measures for typical rural residential development. The Packet should prove useful for completing the Construction SWPPP component of the submittal template. On construction sites that infiltrate all stormwater runoff,the primary consideration in the preparation of the Construction SWPPP is the protection of the infiltration facilities from fine sediments during the construction phase and protection of ground water from other pollutants. On construction sites that discharge to surface water, the primary consideration in the preparation of the Construction SWPPP is compliance with the State Water Quality Standards. The step-by-step procedure outlined in Volume II, Section 3.2 is recommended for the development of these Construction SWPPPs. STEP 7: COMPLETE THE STORMWATER SITE PLAN The Stormwater Site Plan encompasses the entire submittal to Jefferson County in conjunction with a land use or building permit application. The following documents or sections should be included: • Project Overview • Existing Conditions Summary • Off-site Analysis Report(if required;usually for"large"projects) • Permanent Stormwater Control Plan • Special Reports and Studies(such as soil testing,wetland delineation, etc., if applicable) • Other Permits(approvals required by other regulatory agencies that include stormwater management conditions) • Operation and Maintenance Manual(for each flow control and treatment facility, if applicable) • Bond Quantities Worksheet (for performance bond or other financial guarantee for proper construction and operation of construction site BMPs and permanent drainage facilities, if required) The submittal template below is designed for rural residential and other relatively small or simple projects. For larger and more complex projects—particularly those that involve stormwater treatment and/or flow control—more information may be required and an independent Stormwater Site Plan may be the preferable submittal format. STEP 8: CHECK COMPLIANCE WITH ALL APPLICABLE MINIMUM REQUIREMENTS A Stormwater Site Plan as designed and implemented should specifically fulfill all Minimum Requirements applicable to the project. The applicant should review to check that these requirements are satisfied and that all information provided is true and correct prior to signing and submitting the Stormwater Site Plan. (The signature box appears at the end of the submittal template.) stormwater site plan template—rev.4/7/2016 4 ��sON 00 • 4 lr w A DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368 �.A� Tel: 360.379.4450 Fax: 360.379.4451 4,„ ®'�—' Web: www.co.jefferson.wa.us/communitydevelopment 47 N� E-mail: dcd©co.iefferson.wa.us STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 4. Describe the existing soils. Indicate soil type on the site map. 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, and indicate acreage of each. 6. Describe any excess levels of noise generated by the proposed use or activity: 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. stormwater site plan template—rev.4/7/2016 5 • 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes, steep slopes,etc.). Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. 9. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control system. 13. Describe the water quality system. stormwater site plan template—rev.417/2016 6 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material,physical characteristics of fill material, and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. 18. Describe methods for restoration of the site. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. stormwater site plan template—rev.4/7/2016 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Detailed descriptions of the 13 Elements are found at Volume II Section 3.3.3 of the Manual (beginning on page 3-11). 13 Required Elements—Construction SWPPP 1. Mark Clearing Limits. 2. Establish Construction Access. 3. Control Flow Rates. 4. Install Sediment Controls. 5. Stabilize Soils. 6. Protect Slopes. 7. Protect Drain Inlets. stormwater site plan template—rev.4/7/2016 8 • 13 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. 13. Protect Low Impact Development BMP's 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. stormwater site plan template—rev.4/7/2016 9 b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility, settleability, permeability,depth,texture, soil structure). 5. Construction Phasing. a. Construction sequence b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-20 of the Manual). Provide a proposed construction schedule. II. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.4/7/2016 10 SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines, pasture areas, etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions, and direction of flow in all ditches, swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe, and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s),if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template—rev.4/7/2016 11 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.4/7/2016 12 $ON C0 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 ti Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment E-mail:dcd@co.iefferson.wa.us Li N„ 0 STORMWATER CALCULATION WORKSHEET MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as "small," "medium," or "large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E.,SITE) Size of parcel acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative)and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing,grading,filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry,and salal; herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert Y.acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes No Well, utilities,etc. sq/ft Does the project convert 2'h acres or more of native vegetation to pasture? Driveway, parking, roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance sq/ft Cut Fill (cu/yd) Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,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. stormwater calc worksheet—REV.10202014 1 STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc sq/ft Driveway, parking, roads, etc sq/ft Other sq/ft Other sq/ft Total New sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* sq/ft *This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: % Does the site have 35%or more of existing impervious surface? Circle: Yes I I No I I FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements#1 through#5—and for"large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Storm water Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet,I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) ,FOR OFFICE USE ONLY 1 SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet—REV.10/20/2014 2 Start Here Does the site have See Redevelopment 35%or more of Yes Minimum existing impervious Requirements and coverage? Flow Chart No Does the project convert (Figure 3.3) % acres or more of Does the project vegetation to lawn or result in 5,000 • landscaped areas, or square feet,or No convert 2.5 acres or more greater, of new plus of native vegetation to replaced hard pasture? surface area? Does the project Yes Yes No result in 2,000 square feet,or--greater,of new plus replaced All Minimum hard surface area? Requirements apply to the new and replaced hard surfaces and converted Yes No vegetation areas. 1 Minimum Requirements Does the project have ------#1 through#5 apply to land disturbing the new and replaced activities of 7,000 hard surfaces and the Yes square feet or greater? land disturbed. No Minimum Requirement#2 applies. .1 Figure 2.4.1 —Flow Chart for Determining Requirements for New Development Volume I—Minimum Technical Requirements—August 2012 2-10 Does the project result in 2,000 square feet,or more,of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? Yes No Minimum Requirements#1 through#5 apply to Minimum Requirements#2 applies. the new and replaced-hard surfaces and the land disturbed. Next Question Does the project add 5,000 square feet or more of new hard surfaces? OR Convert%acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No Next Question All Minimum Requirements apply to the Is this a road new hard surfaces and the converted related project? vegetation areas. Yes No Does the project add 5,000 square feet or more of new hard surfaces? Yes No w T Do new hard surfaces add 50%or Is the total of new plus replaced hard surfaces more to the existing hard surfaces 5,000 square feet or more,AND does the value within the project limits? of the proposed improvements—including interior improvements—exceed 50%of the No assessed value(or replacement value)of the Yes existing site improvements? No additional requirements No lir Yes No additional requirements All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. Figure 2.4.2—Flow Chart for Determining Requirements for Redevelopment Volume I—Minimum Technical Requirements—August 2012 2-11 Exhibit F No Protest Agreement Platted, Public Right of Way Grantor(s): Kevin Miller Grantee: County of JEFFERSON, a Washington municipal corporation Reference: Open Right-of-Way Permit No. RAP18-00008 Assessor's Tax Parcel Numbers: 961808801, 961808802, 961808808, 994200037 & 961805902 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 1 of 2 with the land" or any part thereof described in this agreement for perpetuity. DATED this day of , 2018. PROPERTY OWNER: Kevin Miller S/YL )9t1-667 - 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 , 2018. NOTARY PUBLIC in and for the State of Washington residing at My commission expires: RID No Protest Agreement Page 2 of 2 Exhibit G 8/15/2018 'tCCEL/' Conditions Associated With 10:43:11AM Case #: RAP18-00008 Condition Status Updated Code Title Hold Status Changed By Tag Date By 0701 PERMIT ON SITE None NOT MET 3/30/2018 TLD This permit must be located on site when any work encompassed by the permit is being performed. Failure to do so may result in suspension of all work. 1011 RESPONSIBLE None NOT MET 3/30/2018 TLD 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. 1021 DEVELOPMENT MITIGATIVE MEASURES None NOT MET 3/30/2018 TLD This permit is issued in conjunction with any mitigative measures assigned to this project through the development process. 1028 WORKER/ROW None NOT MET 3/30/2018 TLD Any time that workers are on the county right-of-way warning signs shall be posted that workers are present.All workers shall comply with applicable Labor and Industries Guidelines for clothing including reflective vests.Any time that equipment must enter onto the right-of-way,signing and flaggers shall be used in accordance with applicable MUTCD standards. 1039 ENGINEER REPORT None NOT MET 3/30/2018 TLD The Applicant must follow all provisions as outlined in the attached'Engineer's Report'and approved plans. 1039 UTILITIES None NOT MET 3/30/2018 TLD The Applicant must coordinate the installation of all utilities with this project. 1039 FEES None NOT MET4/2/2018 TLD Per the Jefferson County Unified Development Code Chapter 18.20.080(1)(u)and prior to final proje' royal,the proponent shall pay all costs related to the Department's application review,plan review, inspections,and preparation of a Stormwater Management Facility Maintenance Agreement(if required). In accordance with the Jefferson County Public Works Dpartment Fee Schedule,the Department's 2018 hourly development review fee is$86 per hour. In the event that approval for the proposal is denied by Jefferson County or the proposal is not completed,the proponent shall still be responsible for paying the Department's fee. 1045 RAP ONLY None NOT MET 3/30/2018 TLD This approval is for opening the right-of-way as outlined in the approved plans and for the associated road approaches 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 3/30/2018 TLD 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 INSPECTION None NOT MET 3/30/2018 TLD The Applicant must schedule inspections as established at the pre-construction conference. 1070 FINAL INSPECTION None NOT MET 4/2/2018 TLD After construction is complete and prior to final project approval,the proponent shall submit a letter to the Public Works Department,from the Engineer of Record(EOR),certifying that both the new roadway and stormwater managmenet facilities have been constructed per the approved plans and specifications dated ,or,with any changes done during construction. It is the responsibliity of the proponent to schedule inspections with the EOR,his designee and/or qualified inspection firm,approved by the EOR,to provide for said final cerfification. The Applicant must provide as-built drawings to the Public Works Department certifying the road was built as approved. 9220 P-OPEN ROW None NOT MET 3/30/2018 TLD The Applicant has permission to open a portion of platted 9th Ave. from Irondale Rd. south for approximately 130'as shown on the approved plans attached. Page 1 of 1 CaseConditions..rpt 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 3/27/2018 Exhibit H JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS MODEL ROAD MAINTENANCE AGREEMENT LANGUAGE The Jefferson County Unified Development Code(JCC 18.30.080(1)(p))requires that subdivisions establish an agreement for the continuing maintenance of private roads. The following model road maintenance agreement language is provided by the Jefferson County Public Works Department to assist subdivision proponents. Other agreement language that meets the intent of the Unified Development Code may be used. Maintenance Responsibility: Maintenance of the private roads shown on the plat shall be the responsibility of the owners of the lots thereon. A lot owners association may be formed to direct the maintenance of roadways and expend such funds as may be necessary to meet the maintenance standards as described below. Prior to the formation of the lot owners association, each lot shall have an equal responsibility in the maintenance of said roads. Maintenance Standards: Maintenance of the roads shall include but not be limited to maintaining the roadway surface, ditches, and other drainage facilities as necessary to enable the lot owners and emergency services to use the roads for ingress and egress to the lots. Maintenance Fees: Each lot owner shall be liable for an equal pro-rata portion of the costs necessary to maintain the roadways. Said maintenance fee shall be established by the association, or if said association has not been formed, said fee shall be established as the equal pro-rata portion of actual costs of maintenance work performed. Specific Damage: If any lot owner(s) or their tenants, contractors, or other agents specifically damage any part of the road, such owner(s) shall be solely liable for the expense of repairing such damage and shall immediately restore the road to the same condition it was prior to the damage. Sign Maintenance: The lot owners shall maintain all signs required by Jefferson County. Enforcement and Arbitration: The provisions of this road agreement shall be enforced/arbitrated as provided by law and by any lot owner. Termination: The lot owners responsibility and liability for road maintenance shall cease for those roads or portions thereof which are dedicated or conveyed for public use and have been accepted by Jefferson County for said purpose.