Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD2013-00142
BUILDING PERMIT APPLI ION BLD13-00142 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00142 Received Date: 5/9/2013 SITE ADDRESS: 6193 FLAGLER RD NORDLAND, 98358 OWNER: STEVEN J BRANTNER PHONE: 907-789-3033 MARIJO C BRANTNER 2201 RADCLIFFE RD JUNEAU AK 99801-9342 SUBDIVISION: Block: Lot: TX 22 PARCEL NUMBER: 921051023 Section: 5 Township: 29 N Range: 01 E CONTRACTOR: SHELTER CRAFT INC PHONE: 360-670-1061 643 MARSHALL ROAD SEQUIM WA 98382 Contractor's License SHELTCI101 PD Expires 8/15/2014 REPRESENTATIVE: BILL SALLEE PHONE: 360-670-1061 SHELTER CRAFT �36d 6 - �Z 643 MARSHALL RD b3 Z S2 i►-t, tug 90.38.2 PROJECT DESCRIPTION ACCESSORY DWELLING UNIT/GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADU MAIN: 525 VALUATION 142,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 525 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 550 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: 1 Prop: 1 Total: 1 Total: 1 Routing Date: <7 /5 Type Amount Paid By: Date: Receipt: Approved/Date Total: APPROVED JUL 022013 Jefferson County DCD N+irlcmnrIA.1.4n\fnrrno P PI n Ann Rbi rn+ ioi')n+a ,v-''''')N C c DEPARTMENT OF COMMUNITY DEVELOPMENT `� a 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment E-mail:dcdaco.jefferson.wa.us //INC,' CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00142 APPLICANT: STEVEN J BRANTNER PHONE: 907-789-3033 MARIJO C BRANTNER 2201 RADCLIFFE RD JUNEAU AK 99801-9342 SITE ADDRESS: 6193 FLAGLER RD Issue Date: 07/2/2013 NORDLAND, 98358 Final Date: 12/15/2014 SUBDIVISION: Block: Lot: TX 22 PARCEL NUMBER: 921051023 Section: 5 Township: 29 N Range: 1E PROJECT DESCRIPTION:ACCESSORY DWELLING UNIT/GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS SPECTION AND RECEIVED FINAL SIGN OFF ON 12/15/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 12/15/2014 • ,9"— cOd JEFFERSON COUNTY r DEPARTMENT OF COMMUNITY DEVELOPMENT '' ►C 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450. 360/379-4451 Fax eA ,60 www.co.jefferson.wa.us/commdevelopment Master Permi Apptin Proje« -scri•tion(include separate sheets as necessary): i t i'" j ',,4}41A /AOC/ C'C) 7-2 uC 7 7 Ai f /p,3 F-LA6'L&4 Rea Az) Tax -_ -- •- -= • rgai ► Property Size: /_6 0 4 (acres/square feet) Site Address and/or Directions to Property: 6(53 4*6.4e oil Property Owner(s)of Record: S' I T T34/qit)7-NE. Telephone: F 7 7 -3033 Fax: email: Mailing Address: c2 070/ ,?AcdC L/ ,e_e,4(J J /4) 1°C c'PAYO/ Applicant/Agent(if different from owner): /_�j// ' Sq(k'e - ..Sheik,- Cnd , .7> C Telephone: .3601670 06 / Fax: email: c e 7LP pciwo€oIt�1Oc .cc rrl Mailing Address: Yl./ -44 (,U 11_ 92 gt z. U What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building ❑Critical Areas Stewardship Plan ❑ Dernolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) gi(Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or cif* ❑ Manufactured Home .❑ Modular ❑Discretionary"D"or Unnamed Use Classification i 0 Commercial* ❑Special Use(Essential Public Facilities)** O Change of Use ❑Boundary Line Adjustment © Address ❑Road Approach ❑Short Plat** 0 Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat'* ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** j_Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions"* ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment May require a Pre Application Conference 0 Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: D SIGN TION AG I hereby designate /LL '4LC�E .� f 49 Odttit i relating to this application forpermit(s). OWNER SioNa f" � - Date: c5-/V-V4/.? By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. 1 further agree 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 inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applic ati••, at he or sh=wants prior••lice. Signature: ��� —r= 1a► Date: 6/V2 a/7 The action or actions •plicant 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 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 on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he she or it holds individual and non-trargacable resgQnsibility f adhering nd complying with the ESA. The Applicant has read this diisdaimei;and igns and dates it below. Signature rrJd��- Date: �(/� • • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project; Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: _she 1-I- y\ CJ`aff- min r . (3-60 6>J3/ 0L2�; ( ) AMILING ADDRESS: �! ,/ / (,i j` �' v I EMAIL: f ie r G1�'Yd 44-0,citi CONTRACTOR'S LICENSE +rte / I�' WAINS �,J NUMBER: _S14 / -CI101 fib NUMBER ARCHITECT/ENGINEER: Z vm v c 4-s5nc1 q-� .5 PHONE (3h l/7-O�.j FAX:(3k) 1)17 ..Qs f� MAILING ADDRESS: 579 504/4.17 /"Cabo%s-_ £(*7J4hQe? ? AIL zehar/ce d// [f 5,ri e - Project Type: Frame Typ Bathroorhs: Shoreline: ("Type of Sewage Disposal: .% New 0 Wood Existing: ❑ Sewer D Addition 0 Steel Proposed: I Bank r Community System O Alteration/Remodel 0 Concrete Total: _ / _ Height: gIndividual System G Repair Masonry SEP Permit# Bedrooms: L Demolition A.other:5)r Water Supply: t Lv�od� �, Existing: Setback: 0 Private well 0 Two Party Type of Heat: i Proposed: ,Public �` pIQCHi I_ Total: Name of System:JC t CD. PU6 I V If this is a Commercial Protect you must answer the following: Number of Parking Spaces Current: Propose& Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes I No If this is a Propane Tank and/or Appliance installation permit.mark all items below that agply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes I No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated r c- q ,, s� EH Bid App Review , 2(?� 2"0 Floor Heated Consistency Review: r7.03 ,0 0 Other Heated Base fee: aa 0 95 Mezzanine Additional Section: Heated Basement Plan Check fee: 1.V. O Unheated Basement 793 /...) State Surcharge fee: �^ o ' Other Unheated Pot Water Review fee: GaragelCatport ,l,^ f53`/ 'vx SUBTOTAL 71//./41/. 7 Decks 911/Rd Approach fee: 61(I'$7-/,/6. Other 111 TOTAL: $ayyy,a7 Receipt Number. /ea vs9 a r— CashlCheck Number: 3 Ta ESTIMATED COST(REQUIRED) 4/2 op_OQ Date: Q .Fair market value of all labor and mat- - . -•-,.• . , r a �� [//_3 re4 t n 0'i°1, d ll S t�O,.000,00 Initials: 5 s w� a• awl wmm ¢. "', e:�w w "'" 5� n. m - �.,. w s awa. ✓ -pew ....,.l..NB ame:.e.::.?� " w. :wry, 7� ya'm..mi.m, : a� .. w e� w.. S K � wS �.. ws. �.'� r. .�. .w�am�.�.�.rx. w ww�� ,m®re � S a .x�® ..��a,•.m. w. im�Srm .��e®.� s�.: ..;. ....., a..w. ..:m �.,� w. a' :. we.m .e�.�.e�.wx��®w a..a....:a:., �w::� w w" ma.. €. xx�°mm.. w �.. . �.®..x. �.,. .:. � m a w� � we��.��� wew.s..� �:.a.... -�:a .. :m�.�;..�,rma�.�a. .� 5 � �� a�.�7. � a � ���a�� wS'w.: � a:s��a'm...�:�m�..� .� c.. mwi S rS; w .a�. �, m .�a,P:..a .v " x x .��e. w .¢I: .m..ma. q � ....<.. €a ! �i ���� Sa � a ¢ Po � � � w ..m� .....a�w9 w mw Q w k t qw.v. wS m ., ax a� .�5� a� �.m A� . , 5....a m .�..� a m � � S �w e °S��we wv � m.m�m ws � �€ ���; �w �rm x�m.mam�G r � .<m... a Q S w�� ..a3.x r a 't ..¢,r.x .am. , s �. � � as � ��� x � .v�� .::m.s•as r. �sR, ..;w���.. r s�Y� C .�„a. ��.. € w craw m ,w�. 'A. �.r � .A�: S a ma1...e. . a. ... ..,«a.,, Po..:wa.,aa ... ...,, ems.� m-�� wm ��.S���S,w�:-�� m � ¢, a w�. s€as � w��.a� w. m C �'� w Vim° � S m �§a:,ewe w"w w, �B�s,w a:��,mBa r wa;�3a�w.m &xea':S -w m ¢��§�re wee x.�-� Ems• Y a,• i? °aRam% ®S�s ,. pswe s g .... �N N w� r a s a S%g w as w w .'tae w,..m?w .s t o B m m�.�..�s ie a w w wa -w w F .a s wow:.�.�mm.�,.-, B � x..,e::...... ..:®.,. �.swe,.x a w. S w.-�: w� � a m .r. ��'.xwx € � w .s,mwa. s i �gaww m:.. �w w <.:�.. ... ___ �.a i;-��, � .. ` w a.r a w �aF Sa � q qR,, ���m�wm.m� e e w gw e.� � � � a �� r SS�� �� ��a �� ..w a<. ma w N,� m�.:aea w `��o :.� �.m?. € N•w.: S wa .�..��� w o a .a �” tt �wfi X ewe w a::4 ,.Y ,�.. �'�ff .�.awa": w ��' m° § we����.... ( ,w r.S `� w:�,w .� � wc.wa:: �� 'a s ab,..� � °���w .�€�� ��x � a� ���,.,a wNE a. S� �a� w n i wed a w,w�w ,1 rea � 41s g e s a &rc :¢ww m a wxw,a®:�..:mm�� 9�a:, .. ... . ...-: .,y'�� w aw'.aw w ��m �.�cau a'Siw" ww w� �@°. � xww. � �w 5 ®,:.��� � �w,.aS�a�w.,�awl t. ck .axPo� ��'.: w w.<��'.e....,m .w;: a.3 .aa�w g wow. s sS`ww.a.:" w�. . w s a 4N6 fi �r. a w'+. .:s NSINOV��. fiaR w ' a � �.�w , .�.�' §� s.: �m?a `�<�€5�®':a�� Sw� � ��� � aw. � wa aSw. �" m®..m�m:�;�xwe x : s: m �:.�.®a ,m ;.� a 5.� ���w.'.�.S.�� �.t �w � �,�: , �;.k anair. ws? ^i �.m,m a ��Ss_? M I Na. � w�sw®.a w,� ,.,x_.:.:.,, _�-,. .�� d a.�e®,ma .���v� ,,,mge w � _ 2,0,gr r>,a`i .. eg a ®x m.vougaSw>,.' �wx__��a ¢x ,¢, a m ASSOCIATES 301 East 6th Street,Suitel Port Angeles,Washington 98362 INCORPORATE D (360)417-0501 Fax(360)417-0514 E-mail:zenovic @olympus.net November 26, 2014 Mr. Carl Smith Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 SUBJECT: Drainage Plan for Brantner—6193 Flagler Road, Marrowstone Island, Jefferson County, Washington Parcel No. 921051023 Dear Mr. Smith: Zenovic &Associates, Inc. has inspected the drainage control measures which were completed at 6193 Flagler Road. At this time the dispersion trench was not installed since it is only needed for the future residence. Runoff from the roof of the accessory dwelling unit and the driveway has been collected and directed to the bio-swale. The drainage improvements, as constructed, are acceptable this office to provide adequate drainage control and treatment for the gravel driveway/ parking area and the accessory dwelling unit roof runoff. The drainage improvements not yet installed can be completed at the time of the main house construction. Updated plans will be provided for approval during the permit process for the future main residence. Please feel free to contact this office if you have any questions regarding this matter. Sincerely, Tracy Gudgel, P.E. Cc: Brantner Fc: 13050 t ►_� �—4 � }I ti1126�fN ncr - 12014 o, r [ �J ��Q� CEO' x °QTY t nn nrt 9 i oil 2 §fai It � � 2r 11 1 , al Olt as)aror /I i,,,: >'L. . -. $.1 l,. .....,,:',1,(.11 N1 , -- --I ooroaa 33aP.x _ _. •,.,, E g co ill! -4 r w 111 :1 , G ¢s 1 i i '•1 -1-a N i i >: 1 illy i 1 g l 1, : . W i- likil I 1 : r/ . ' 4b 14 1 ; i t t 1.1 gX.sli i t �a �\ T 1185 1 I �':/ ii W w �� { jfr/,� 1� .., ` \A.1 is r a i i ! . I iliiii I g w; '—i \ 'MEW i 111"1 I atset n I: iipii i 4 111 i i . ''1. J Iii%1 li ti 1 ; 4 1 q ' 0 11; I I 0 h i ?i 11 Ef 111111 I ie 1y3' 1 g WI ti N Q I EI II ^c 0 W hJ & ) 1 � a- o� of a� p 1 I' _ -61 , Itiii I m V W n4 s . Z Cpl..r rl' --- ----- =� „-= - —'` °" 4 I �~Q R 1 R • r,, a^� ss �titjQ • B "", "g ti -.I V. Z But 1 V '∎•� M tl ' „ FF �1 vipf � —y� >. W�+l� 8R a ^' a i a _ ▪1 0 4 d 1 R —ad .- ° 1 g Qt c�W� 11 1 as CLLUCt oink ..-,i .... w ZhE �Op70 �,�,.,�g ___ 1... \,.....,....._. %i ili istb 5 t. ... • Sp ial Provisions for 9 Hi hwy Y Encroachments Permit No. 48609 Applicable provisions are denoted by Egi gi 1. No work provided for herein shall be performed until the Permit Holder is authorized by the following Department representative: Terry Barnett/Tim Roening 1707 South "C" Street Port Angeles,WA 98363 360-565-0680 ] 2. Prior to the beginning of construction,a preconstruction conference shall be held at which the Department and the Permit Holder and Permit Holder's engineer,contractor,and inspector shall be present. El 3. Should the Permit Holder choose to perform the work outlined herein with other than its own forces,a representative of the Permit Holder shall be present at all times unless otherwise agreed to by the Department representative. All contact between the Department and the Permit Holder's contractor shall be through the representative of the Permit Holder. Where the Permit Holder chooses to perform the work with its own forces,it may elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with this provision shall be grounds for restricting any further work by the Permit Holder within the State right of way until said requirement is met. The Permit Holder,at its own expense,shall adequately police and supervise all work on the above described project by itself,its contractor,subcontractor,agent,and others,so as not to endanger or injure any person or property. g 4. A copy of the permit must be on the job site and protected from the elements at all times during any of the construction authorized by said permit. g 5. This permit does not give the Permit Holder or any agent or contractor of the Permit Holder any rights to cut,spray,retard,remove,destroy, damage,disfigure or in any way modify the physical condition of any vegetative material located on the highway right of way,except by written permission from the Department or for purposes as described by No.6 if denoted below. All restoration shall be done to the satisfaction of the Department at the sole expense of the Permit Holder. g 6. If necessary to increase sight distance,brush shall be removed from both sides of the access connection and stumps shall be removed. The indiscriminate cutting of merchantable timber or disfiguring of any feature of scenic value shall not be permitted. • 7. The access connection(s)shall be constructed in accordance with the attached Sufficient length of diameter culvert pipe shall be placed in ditch and laid to a true line and grade. The access connection(s)shall be surfaced to the limits as shown on the plan with a 150 millimeter(6 inch)minimum compacted depth of gravel base material and a 80 millimeter(3 inch)compacted depth of crushed surfacing top course. Asphalt paving will not be required.Finished grade of the access connection shall be in accordance with the profile control as shown on the attached plan.Directing of surface water from private property to Department right of way will not be permitted,unless otherwise approved by the Department. • 8. The access connection(s)shall be constructed in accordance with the attached Type Al Template Sufficient length of diameter culvert pipe shall be placed in ditch and laid to a true line and grade. The access connection(s)shall be surfaced to the limits as shown on the plan with a 150 millimeter(6 inch)minimum compacted depth of gravel base material,a 80 millimeter(3 inch)minimum compacted depth of crushed surfacing top course,and paved with a 80 millimeter(3 inch) minimum compacted depth of Asphaltic Concrete Class B unless otherwise specified by the Department. Any existing oil mat on shoulder or roadway shall be removed and new pavement laid to a butt joint with existing pavement. Finished grade of new pavement shall be in accordance with the profile control as shown on attached plan. Directing of surface water from private property onto Department right of way will not be permitted,unless otherwise approved by the Department. 9. All buildings and appurtenances shall be so located at a distance from the right of way line of any State Highway that none of the right of way therefore is required for use of the patrons or customers of any such establishment. Permit Holder shall comply with local building codes. Set-back requirements for the location of buildingts in relation to the right of way line are a function of local authorities,and they should be consulted regarding requirements that must be adhered to. RAMPS-Special Provisions-Page 1 Paae 1 Exhibit "A" • . ® 10. The Permit Holder agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Departments contractor in the performance of his contract. ® 11. Work within the right of way shall be restricted to between the hours of 7:00 AM and 4:00 PM and/or ,and no work shall be allowed on the right of way Saturday,Sunday,or holidays,unless authorized by the Department. Any lane closures must be submitted for approval in advance of use. The hours of permitted closure may differ from the above noted hours. ® 12. The shoulders,where disturbed,shall be surfaced with crushed surfacing top course 4-6 Inches minimum compacted depth,or as directed by the Department. The surface of the finished shoulder shall slope down from the edge of pavement at the rate of 5%unless otherwise directed. The restored shoulder must not have any strips or sections less than 0.6 meters(2 feet)wide. The restored shoulder shall be surfaced with Crushed Rock ® 13. The Permit Holder shall be responsible for constructing and maintaining the access connection(s)and appurtenances between the shoulder line of the highway and the right of way line inclusive of surfacing and drainage. The Department has the right to inspect all installations at the time of construction and at any time afterward and to require that necessary changes and repairs be made. Unsatisfactory work will be corrected by the Department,at the Permit Holder's expense,or access may be removed at the Permit Holder's expense. Directing of surface water from private property onto Department right of way will not be permitted. ® 14. The access aconnection shall be sufficiently surfaced back an adequate distance from the edge of the pavement to prevent any tracking of material onto the highway. Any tracking of material onto the highway shall be subject to enforcement of Chapter 46.61.655 RCW and shall be immediately cleaned up by the Permit Holder or the Permit Holder's agent. El 15. Standard highway warning signs designated as"Truck Crossing"sign,plate W8-6,shall be placed and maintained at Permit Holder's expense on each side of the access connection. Signs shall be in evidence only when access is actually being used. If necessary,flagmen shall be provided. Sufficient parking space shall be provided by the Permit Holder outside Department right of way so no vehicles will be parked on said right of way. ® 16. All manholes,valve covers,and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from the edge of pavement or as directed by the Department. ® 17. All slopes,slope treatment,top soil,ditches,pipes,etc.,disturbed by this operation shall be restored to their original cross section and condition. All hazards shall be marked by warning signs,barricades,and lights. If necessary,flagmenshall be employed for the purpose of protecting the traveling public. Roadside operations shall be specified by the Department's representative. ® 18. During the construction and/or maintenance of this facility,the Permit Holder shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways,(Federal Highway Administration)and Washington modifications thereto. If determined necessary by the Department, the Permit Holder shall submit a signing and traffic control plan to the Departments representative for approval prior to construction or maintenance operations. No lane closures shall be allowed except as approved by the Department representative. Approvals may cause revision of special provisions, including hours of operation. O 19. Bond coverage required to ensure proper compliance with all terms and conditions of said permit will be furnished by a Blanket Surety Bond held by the Department at the Olympia Service Center. ❑ 20. A surety bond in the amount of written by a surety company authorized to do business in the State of Washington shall be furnished to ensure compliance with any and all of the terms and conditions of this permit and shall remain in force until all work under this permit has been completed and approved by the Department. ® 21. Relative to advertising adjacent to all State highways,we wish to call your attention to the Sceni Vistas Act of 1971,Chapter 47.42 RCW and State Transportation Commission ruling Chapter 468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation of this permit. On-premise signs are allowed. ® 22. The Permit Holder shall notify the Department's representative upon completion of the work under this permit so that a final inspection can be made. ►�� 23. The responsibility of the Permit Holder for proper performance,safe conduct,and adequate policing and supervision of the project shall not be lessened or otherwise affected by Department approval of plans,specifications,or work,or by the presence at the work site of Department representatives,or by compliance by the Grantee with any requests or recommendations made by such representatives. ® 24. All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road,Bridge and Municipal Construction,current edition,and amendments thereto,and shall be subject to inspection by the Department. RAMPS-Special Provisions-Page 2 Pa np 9 Exhibit "A" DCHIBIT D'i . Road Approaches Chapter 1340 Edge of shoulder R = 20ft See note [1] `Y% ,, 10ft __ irmn.k <./ $y , " `` 14 ft to 30 ft asphalt `�^ to fit conditions concrete[2] -,';</2,-'x ; •-•,,,y Continue 20 ft radius if approach is at an angle - n R =20ft Mailbox[3] Edge of traveled way 20 ft min. +15% Max. Shoulder slope t 6% max.[4] I See note[5] -15% Max. Notes: [1] Culvert pipe with beveled end treatment(see Chapter 1600). [2] When the travel lanes are bituminous,a similar type may be used on the approaches. [3] For mailbox location,see Chapter 1600. [4] ±8%difference from shoulder slope. [5] Vertical curves not to exceed a 3V4-inch hump or a 2-inch depression in a 10-foot chord. Road Approach Design Template Al Exhibit 1340-3 Page 1340-6 WSDOT Design Manual M 22-01.05 June 2009 a Chapter 2 • Stationary Work Zones :Q... __ ______. IsIT ., . ir. „.__ , _., o�x • U 24W�- - - m ` 11>0 U D 0 z N`W y 02 2° 0 2 S N Q, • N N 7 m O g E • o _._ .,- ua 2. Z m j , - a _ c Q = N OF-° Z ` 2 m D e,O N U O 7 .:.0 V, ▪ , - 5 m N N N = Q O , :7 00r-N 2 a C U m CE s O ; 'N 2N OR U. O m ' y C oM_i -s _ LI COOp a mo m a 2 Q x - Q V • u y 2 0: w S , C m O 0 0 O. , S---.-- 3 _ _ ¢ 4-•4 0: U y m O cc .y' T 2 K 4 Q 1 4 L 5 O.O'.h L O U y O y H m 0 W S - Z- y, N y 2 P �� S 2 t U LL Q = n ._ Q. O,3 O'.. T C it T m O a m u_ Z'—+— ; - - , 2 3 • o U,_4 I,h ;K--,—,-.:—. 3 O Oi E L V = N �3 8 E ma> L Cpl - li __ ] al i...iv,O� w o-U N N•- -�'-- —12—, <w, Q r v A s a 5 y .P = 5 0 0 -— x;."-0 9_i ;43 m c ` E m - c m ., Nma QJW 5I- = - m E0N= G 1! - ' ,-+Z_ N DO N; ,/` 3.w. U, 0 0 o 2 N o� E m ' a >22 a q 3' 4 tw- 3 0 E .5 S c. o.,o, O . Z rn. 8 O O, m m E cri a o Z d LL Q. U) S LC n m 0 Z '` W / w m cz¢ o 0 b b O �,w Cf C _Q = 2 Q } ,°. m 2 o a o F s ° 0 / Z N = .`c G 0 w c. U -4,0 m N 5 O F 2'2. f Oita o m ¢ co w N } _ 0 r;, hi w d �. / M o U 4 2 N c 3 Q ~tu • Q.m e m - / <U N rch i o 0.2 D / Q 1- 2;2i i a 15 m d N .m2 m E� 1 W m Ne 05 t !4! IbJm �� 10 i01.8-•"W %0, V m m CO 0 O.O C4 1Nw, m m ,an cp ee(( stQt QQm N vii ma 4' Nc i4,4- 2'�h� - Z_ K ¢;K 2R;�,;Q�, `. 6:. .- z cc I0/ w W 0 / 9 2 J 0 Q 2 r _ i. < v N� < v° }U wgQ �i9/ , O LL ,, Q N / b 0 ° zw a O G ■ w Q 1- o"'o r / m ° w N• W a. oo a r d 40• S 2 °• 2 /� ... f Y OQ N Q v > '>'4" / ¢ \ p O W Z O U .✓ e!•P' o° ra.e°�� - CC S t7 z w ./ , .�yQ 2 3,0 x 0 3 4 - J a O cc Q o c Z , ut W J _ H ) . S Work Zone Traffic Control Guidelines M 54-44.01 Page 2-3 May 2008 , • , . fzi \ , / ( $ 0 Vii z\ .(c, CI§ C) # « m en m d i \r, . . . i . . . . . \ o 1 m ~. CD . . . . . . . . . . . . . . . . E ; ii i 1 C ' / • ) g rn `$ w. /\ ! * 5.i i / \ / i CD 0. i CO CD 0 , . \ . \ . . . . . ¥. . . . . . . . . . . . . . . . . . . . � � 12 ,o i$ . / \ Ti 4 , • , ,— -- / i \\,. \,\ \ \\\ \\\\ \:A\lk..\11:. ,,_,,,, \, i :::::.1::::,,,*,,, ,. .1111 ii*:„..s.....ii, \ \ , \ $$$11414.0$$$ 461W111$4■ ' \ \malaiosv„$04)„,t7d$4$■1444440$V , A\ _\.\\\`74.*$\$141\44,4:4:4,144,4!$::44:ittys!,!:$04:41:;::$4:41:$::)$$!$:::::::::r**:$$$$ai:044:4:4:404:ttsw$43:41::‘,$$!$$$:.:4■$$$$$::::41‘,;::,i'.,4"1,4t'`,,,,, , \0 \#- \\ \ ' 10,2-P-- 110, ....„,„„-...-- \,, \ \ ‘\\ \\\ v.„\.,..„., \ \ \ 4 ,s * ,g$4,0■344:44•7:414*`144:0FA::: ' ' 1110•04161"\‘\%,\Iirotti:07:44?■*•!!-!-;;;4!!" it*te$S100800"efilit 'ligawr Itttont,q■ar A 0 , \\ \ 1\ \\00•000000.0••••, ,,------------- _.....\\.\ \ , ...---- voi0 6 „.-- ,,m,--- , , o u X/ \,\\\ ..,,,. "" /e G'0 oe*- \ , 0 wa,00'. 4. -1! 0 ., 2 2 4D ,. 5 " • . . 1-6-14" 1'Is izr 2.4.-1' 3s, 1/2!;.. _P 1E1 2-6 1/2" ,- TrA.--6--r-___ --i.---f-.,,, 1 r i 2'6" ........, I wl A 1 AoTA 11 ii Ablik. r . —;,---1 2,-o 1/2' —7- s•-re Ilkil ' NA WM, r. —.......--7, — _____Tr, . ..– 0 ....... -- q 'ill ,,„, I ,....7._ 4 --.1 1 Z 4 4z10 Di 2 ' ,r7- HEADER(TYD) 4 ifil 4 -,s• 1 • , 4 ni HI ::3. °°1 1.-„: im i 20-1 0 fki ut : 1 40 4 isi P 0 4V - h. -- tip t V4 171. i E 46 ,..01 , .. . N 4 / 4 R .-•• 4.r x Z 0 N q III N V E ui 0 Q• 4 8 i a 41 ' 1 'N'701 alk t I -.,‘' 9 • .5. ;1 7 g.: ;.,A1 ,_. __ f , ab .... I (r. —. P (I N 1 t 1 rg I I. 4 — ..,.41:r. .....111/2. ••To>colz-ri il ii........„7_76:.::, . 1 k) 111 , —1. • • i 1 ••. --, t u - 4 ,-,,I i C1.1.0.6 f 0 '1IMPFIIMEMEN .. - Q--- Ai ......... a 1 ,. -1,1 4B - ,,,,,,.„, t.., .1,•..,.8 4 I 12 4 — 6 i 4 12 Flp2 a•:; 2 .2 k,h a 2> 2 A 1— 4 ?,m8-' ;.• ==, < . T T 2- a— —a , t tO 0 IJI—I- —lit 1 ) V.- =Do 1" 14 * 10 il T ta x cp 4 4 1 4I N-ri 6;Z ...' 7 I , 9 t 4- g, 4-th i ce IT Ct 12= -n 0 o 4 VC,aa (1) AI® 9 It C = 4 ., I, . ...., 1 "1.— t0 "11,P2421M-IDAIIY,=MMIPINIIIkasectamauxtuatta Mt 0 i S q ,.. ., . .. ,-, :7"1, 4 f 1 n 1 , . L , .0,--,7:.•',".''r••1.vl'''• ,.••••••••.., 1, ..„% .1qt.r.,E,„..•.,-, -.3,‘',7 j ."-% 13 —---- .--* 0 0 T NO, DESCRIPTION BY DATE ____------------------- SHEET TITLE: PROJECT DESCRIPTION: (4 ID ——-- 31 •••.. DRAWINGS PROVIDED BY: VI N > BC Design BRANTNER HOUSE FLOOR PLAN i q ROOF OUTLINE ----------------- - 11 12, Il . • • , . APPROVEDD 6 JEFFERSON COUNTY ,� d DEPARTMENT OF COMMUNITY DEVELOPMENT MAY 1 2013 rt. r 444;zrz# lieroofte. 621 Sheridan Street•Port Townsend•Washington 98368 ' f 360/379-4450.360/379-4451 Fax -,, t . ,. , 1 httpi/www.co.Jefferson.wa.us/commevetopmentf > ''" '' . /-..I Stormwater Calculation Worksheet I * PROJECT/APPLICANTNAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as'smen,*"mew,"or"large' The size determines whether a Sternutator Site Plan is required in conjunction with a stand-alone stormwater management permI appacation,building permit application,or other land use approval application that involves steer review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SiZEPARCEL fl. .SITE)SITE) Size of parcel I.G G 2. acres An acre cordathe 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 72) 314 sq/ft Land•thtfurbtng activity is any activity that results in movement of earth,or a change in the existing soil cover(both vegetative and non-vegetative)a ar oru the existing soli topography.. Land disturbing activities include,but are not limited to clewing, grading,Ming, excavalion,and compaction associated with stabilization of structures and road construction. Naar*vggeta ton is vegetation comprised on plant spades,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 widow,elderberry,saknonbenry, and sated;herbaceous plants such as sword fern,foam flower,and fireweed. ... • •i.= Ili v ,, c 1 AI& till C 7._0:. •l ... hL l c Al :. li•s;. _.. S A1._ A.,. •1 .1 i . Calculi*the total area to be cleared,graded,fNled, Answer the following two questions related to excavated,and%or compacted for proposed development conversion of native vegetation: project. Include M this calculation the area to be cleared for: Construction site for structures Z 9 IC' Does the project convert'/.acres or more of sq ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. y,Cx?a sq/ft Circle: Yes Wel,uses,eta. 2 5v sql@ Does the project convert 214 acres or rnnore of native vegetation to pasture? Driveway,perking,roads,etc. yG 4c, sot Lawn, .etc. ? 3c) ss� Circle: Yes Otter compacted surface,etc. /©L© sgAt Indicate Total Volumes of Proposed: Total$.a nd Dieturbance 22 7lo s Cut `0 FM Z Cal==, ? aommwrrc wwkd,, .REV manooe I • • Impervious sulfas*is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions poor 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 low present under natural conditions prior to development. Common impervious surfaces indude,but are not limited to roof tops.vollavaya,pares,drieurays,parking lots or storage areas,concrete or asphalt paving,gravel roads,packed earthen materials, and oiedonscadam or other surfaces which similarly impede the natural infiltration of stormwater. $1±2% ltRAMIRAMBaill-JMELUfai SURFACE MUM Structures(all roof area) .3,S qe) sqlft Structures(all roof area) eqlft Sidewalks sqfft Sidewalks sqlft Pares 0 sq/ft Patios Sold Decks sqlIt Solid Decks (without infirsion below) (without infiltration below) Div' wart,parking,roads,etc LIG r) scgit Driveway,parking,roads,etc e, sqlft Other - we Other e3 130ft Total New t31-/.6 swit Total Existing cf) *gift TOTAL NEW+TOTAL EXISTING'43* 7 3 4'o sceft "This amount will be used to check total lot coverage. The following questions wil he &denim whether the proposed project is considered development or redevelopment. INDffljannamjigIMZIANNIgn Divide the ton edam impervious surface above by the size of the parcel and convert to a percentage: C) % Does the site have 35%or more ofgeigutg ingenious surface? Circle: Yes ( ) FURTIfER INSTRUCTIONS:If the answer is yes,the proposal is considered redevelopment and the attached Fiore 2 should be used to determine the sepiolite berarrun Requirements. If the answer is no,the proposal Is considered new development and the attached Figure I should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum R,equiraments for stonewall%management. DCD staff will he verify the classification of the project and the application requirements. For proponents of 'small" projects who must comply only with Minimum Requirement 02—Construction Storrawan Pardon Prevention—en additional submittal is not requked. 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 One of the project. Pick up the Construction Stonnwater Pollution Prevereon(SIMP)Best Management Practices(BMPs) Packet. Proponents of"medium"projects—those that must meet only lineman Requiremerds #1 through 15—and for large" projects—those that must meet at 10 Minimum Requirements—am re:Fired to semi a Stomiwatw Site Plan. DCD has prepared a submittal template of a Stonewatir Site Plan, principally for naal resider projects. Complete the template in the Stormwster Site Plan Instructions and Submittal Templet*or prepare a Stormwater Site Pim using the step-by-step guidance in the Slaaravater Management Manua APPUCANT SIGNATURE By Amino the Skalmater. Worksheet,1 as the egmlicwWownw attest that the information provided herein Is kw and cermet ID the best m rny knowledge. I also ow*that this application is being made with the fUN knowledge and consent 0(51 owners of the affected tlioarmato,RAumoownonem$0,04Thasiownie) ommo .,......deraftiolaftst-REV.24200011 2 JEFFE iJt`t"'�v?`.' Z ro. `.� 2. _ m. ' 121 Sheridan meet t Port end e http`.//viwk.c s o. .. ST©P;MINATER SITE PLAN suismrrrAL TEMPLATE 1ALA PROJECT/APPUCANTNAME Please ansvrer 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 Of to submit a separate 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. TS E v°,14,495•91 Ac-v&c. es-d c ubE.'r. aus rmC's cctugd'sf-" of 4 .54-4...c-5 or- . f:ot'iu 5 G a4 e.e.9 rah/1.r- w.0 e e. G2G-2o-rG- 4. GG-v.EC. /le-trc ALotdj .l?26,lt A- /,'td .c'oe. r- 2e5-5f44t.r .411-44 A- //e u t6- .Coot 4,61/14/1,/ 6-.. Existing Cons Summary 2. Describe the existine topography. indicate t ontotrre on the Site map. T/>+� P ss^. iy sere rZ:0 1eraA/P:r eo& ranrrc-Y l7:0 tJesr- r 9- 454.oj .!c/Z• .`-t is=/6 . 3. Describe the existing vegetation. Indicate native vegetation areas on the site Mee- r/16- ExzsrC v&&g7,4r-L V £ 402 -z tLSo .y.e4lAgs fevz.&srre-6 .41,t4.4 4. Describe the existing soils. Indicate soil type on the site iflap. C)CCS> et Esc,s .4■24- et-A,6WWirc-A l4 TVPP C / r AeP. t6A.+r C5L' ECv[,r"Jt N. ZeaO ' .e.+'t£ 4'vt ri4ly G tl.,vr' /Koff 2644 fL>R.. G)k5r"dz/V 1.4..,A-.5/4-t-/v6 try •"'Vd/l4e. t,L� 5. Describe the existing site hydrology(i.e.,drainage;behavior of water on the site—above,below,and on the ground). Indicate existing storrrnaater drainage to and from the site on the site map. Depict separate drainage applicable,and indicate acreage of each. basins on the site map, N 7 11 - rN .DoE 5 .tor Ex' I tr' /4-)Vs- Etig Aar-i1/41GC- . e/l/4 VA d-etEc, 57b,A1'e�2 w,¢ it y t-ex.,rl 7`.iiteac4 sj be s i3 f• ..5/ f- FLaG,. 5?7/44vAti1.5 e,13� I.ta . iv tiltt x S a ,*.tdr4-5 , eVv-5 .titb.CL4l7 a oe:✓ ..-NG.tc r2s�r 2,L' r2Atre�-s A-/t)eV'ez.g... /it/,s Riawv/3rAa41i t. 6. Describe any excess levels of noise generated by the proposed use or ac5vity: T i/r= t d n,r 2.4 G n 6 2 e:r rGG,e_ u56- S a"'.'e~- e.. -a w e 3 c r. /offer-,44,t..JX EIszL. a.-r e:,:i r: £XU4-1.ie=Test l�.nio,4c r 4 /, .a[.1:R z5E�2,a3.Qc G j 1c, Acv A /Jt..•t.�v T2t1Le: •yM - 1-'se�4-lt r sor,.dca-s oA Nvrsd- ow r TEif' sto mw.t r sits plan bmpbb.doc—rev.10/12/2003 5 7. f d n otinc_ l {i Desabe significant geo hic eatures moana a areas� 'a steep slopes,etc.)on the site. Ind se tio M rote A' s i .- %lirrtc 8. Describe the general vicinity of the site,including adjacent sand use and Ct+n+es,ut es,roc end sece vahxitiot t areas (streams,wetlands lakes yep slopes etc). 4ST 44641 .174.6- Sr itee.Arewl ,t+V ialtc) floc. S " Jl2v •'f�L�ves. w, Lo,Vl'tL A e -rroASS e:�r rC, A-4A- ':4 t.4 C44tL4- r•�tort eat 4 Le=2 ./2 . ' A- Sdorre. .ss=sr�.-r L. - c�� s scram a" 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. g. Describe the developed site hydrology,as proposed. Indicate whether stormwater will be fully dispersed(i.e.,per BMP 15.30 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, / 1. 'f•Si es t)TfC .6e-tree,or°E/J hf s.�c exJ y rtr_ c cS - A- reSP-# 4-f a-reoyv et-p 7r ar°ii5/>r "1465 ,4Ae Pis s rev / k'�F,C /ZGtNOFF /�i2e�i 1 GYAkevz_ .Cr-zc,A,44JC5 Su/t/cii�CGS .CLG /.' T.7Z.�i-ns 4,Ar� 1Z 4-z tIvrin ,4/24.4- c)/t- t/4-36f-"P C/4-3N-.4-TtoN• 10. If the project requires the use of stormwater treatment fadflties,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.3 t4 Apt) 0 0 4 4 0 1:,5 1-/J §7 2,§I24bet- n/L_GGYst..7/9L ' 44.)t PA' /e_ A024L1— GJ.tl.e: /_34, (--e11.4 6c-r‘•6 A/V � � rZ441"�J /716 tGApA�1. 11. c.,. Describe the performance goals and standards applicable to the project. TAG- c7A-L oac rNS /3�Go 1'GT/L1rl-cYt� SwA�tE ,2s Ate -,Ace - 4r T a47r-i�+vr o,� au- 2r r t�b,�F i� � loco.e..crcon) y it ij-rz . coos Sw2c.4>✓�s f ts) �,.wrr ni p-M� ,oLot76cr- .tt.1t,,er s. 77, ,o/la ere-cr Arm IUe'r FXL6c--o T7'7t<- 7-4/ite-sriet.G5, z u rAte, e= 2.2.. t1G144.i l 'I op rte,rA.xwe44• 12. Describe the flow control system. /Lor,P 2wUdc=F F2o+Ae roe- :Att.( e.f.,IGL 6- 6,s=5f' D .7-.te'v < 07/S- L� tri.-r.e G/�I'4 S. a2er).= F/ec›.7 &t-s.a '-NGC TH . -c4I1 A- A P snceyy rRE,Ax_ht :StPtrel e "'Ate- e,t./tG.. fe ote.� C,oluT72e7 t.. L s Arty!" °€.6-4 cA. 2 t) FD+'t.. erriera. G/"�/�d+l vt vc,�S St�2FsRt O+: r'A-3t.4- 2.Z unt-t tG 1 o r0/c- '4.44 4444e-, stomnvatar site plan templats.doc-my.10/12/2003 8 13. Deacdbe els water q ysl F 4 . _:,h, rigs L.141.25.2 _t�t,,,At- cry wrt-t--..,4.F ...A- tcafp nv 2 i Ms— t2r4Sr7di iPaLD i.Ztr2i4TCVN` ,c4e J''2, L * /t.7 , 01).6Gr '4;4 L. _ ,T/lE�R1'�'+6%N/' .7� Ei r e ) dycs sue: rr .o, 14. Describe the conveyance system analysis and design. zA,'` riYr` mA1 u&53AII4 sf-55r 'r 1,0,4*5 466—Sr: ei 7) r r4- /r tef sirs= r s Ge� vgtrtmN A mA�s ,G-e ";l3SrY t,rr. 4v. . w 15. Describe the source of till material,physical dwuacteristics of fill material,and deposition of excess material. r74e Pmt- r7,drr-'fZ4 ys awv ,aTXa zis:c .s ,etc 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Suiting Code. 7-174., Art-4 r=c.a TEa4x- fl,itL NJ " 1z7 q" ALA)40 G01--t roxterN3 eive0• sr4,v1 .46M BQ ' / 4* cri-ys 17. Desaibe the proposed sing material. t 4#..) y2M curl: '.3c aced /J/lt..46..ir4/ 9,4J piYS2.L�Ci 3 .e4/zer ps. L ran, +c 11r-.57 Aeis4.5 varc ex satrY,+ 07116' .11;12r11454 Jar cam. 18. Describe methods for restoration of the sale. O ice— cot,sr/1..G Zr7n) .LS , +-7,01-O0^e. i¢st& i 7rtiqr" 1/4Fut— sra.c,-6.r� ca,.w 46 rz3,25ort. .41VAl SEE 6' ent. coVE'Z60 VA.) 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This iinormally 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. oPs,44t2 ;eve rA)r Al E ttNAIN w4 ZA344 crvy r`1, ur6v,MVct ,rt n26,146 . PiL rfht- are,-r/$c,rr?44artc*v 6UA 1 .5/04,1-51.4 P445', ,t d r-S A E/L S.C b N Ti &'I c b.sEtc_ 13E cc.-1Ptt.EIJ 20.- List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. A-b r A-P104Z-c4-, f. 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. AA('P", i ,96'C cAL.3GF Pome.eer she Owlr.raie.ax—roc mr CO3 7 • • cot4STRUCTION 8TORMVVATER POLLt1`lot PREVENTION Pt ll ,, The Construction.SVIIPPP addresses sediment and erosion control rnng'constnaction. The8MPs indicatioaR.11he ` In the template that follows must be installed on the ground during all construction plusses of the The w� is - for preventing sediment and erosion knpacts.to environmentally eensdiue areas and c tf aNe as onsuit l ie f k.- Pollution Prevention (8WPP) Best :Management Practices l81Ylps)t Packet for g"uldanoa parUcdtaity ; wjinny •.ntiai development. SECTION t-CONSTRUCTION WPPP �ARRATW� 1 Construction 8tormwater Pollution Plan Element Describe how each`of the Construction SViiPPP ta has been or be addressed.'Identify the and location of BMPs used to satid this'° red:element i licable � , t>� -_ notify teg4i 1f ei�f�ls�ndt apP . ,.. to the proposal,justify in wnbng. Descriptions of the 12;Elements are found at section 2:5.2 of the Manual inns on -. a 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. ,4 4L_ T26ua/ics , 540A.4LS d AN 13 cprW6t. t t. rti t 1-Astnel.4/ .€.0.C/'e F# 5/22#2.•-r4.% c f$A10 6.041.4"11-4.7.4/"C---11- ..Sf-'./ ' -r 4.0„cd-4.. 46- Gt 94-ret.- 6' 1. et, ?e„w - c c.F.a. car, AgeV r-vs 2. Establish Construction Access. CO/uS7-4414 p-raN .'e-C.6$5 A b 4& esnadl.at:s#009 912A4,4.4.. cwzrost..'An! At) f�' 02k2 A?2-Ci¢ 06 ..P24146 . 0111-49.4 46 t/6I1.4"GGzyS 17;e6-0.4- Sr4-4.€4 76,0 I845. 3. Control Flow Rates. -t akive,PF e-4-1520/I643 F/LO•�-e co 7?cier A3 44-i'- FLOC., # f4 :4,v/3 &r.- . Aer-S i0 .- l EwTSr S -- v r-. -.z2PAQ 4. Install Sediment Controls. Srr T F6c -G i.a(-t-. 46 274)8 r te-t- `/ o,/v - S, r dg LA.UA &Es7—LtooCA,j .4ctzvlr v, AAA& WltG /26Irt.41 v rA' ,.L.444- 4e./Vret. /its r-44,14,,,en eSvLtr ZS .5,AteLc«- 5. Stabilize Soils. C/3.01)° /3e- .ct_SeA $/Ats•Aa rre. Ae5P-4.•4, l LS. Sea-fa-VA./5. 6- A -& .C,A5 .ccc.7P4.,tr r-. ra o .✓L/PA r HZ'ly. /° 4,14,9 tl&utr” 6r4rd tst 0A-r- st1. B. Protect Slopes. 7If&^Cb .40-4- NO SLOP-s G�L I"62 rg4A) 3: I OIu r sct's I a0c1`ecr w r7w <:-.rte-440 r.CeleJ o r rte. e'bZ'o- CZ-rrz.4r.so i! sLO At-4- 44,6 riot~ 412Rt s sue,iAt Sc:c r►Fs 47/14f- .c/dr.7d /41VA //41.14- a J FbP rte rZ4t 7. Protect Drain Inlets. 7-.4,46026- .4yEt /VO Ja/LArN tit/t-err'S t N r"I Z'r-two G.Or.4t?G .4/1 4- /0.49- I4E-62 cIc2 . stonnwater site plan lamplale.doc—rev.10/12/2003 $ 12 P ed Eaamar><s canat►uraioi,S*FPP(onllwed} ��...�_c`. 9_ -.�... e:0///urbl s.: .,44442_°_r°A•..0/7/3.x44E-de ,7710eLDr.5!.-4796--- Go.-reSc.." dvw 04/44 a sVcn f ,,4N6 .s ArA/5 .: r-24i2;ce.is wx'cc:. G- ars ' c o-' Au- V&Nectico r ctir.°"46,+C►- 0 . frrz.r -s €,z - 4e; rzi ` =JV "e rt &i3 A:42 i 11.14' iv 14€c P7 t P G e , iG` I i�a s b„ .. 10. Control De•Watering(the act of pumping groundwater or stonnwater away from an active constnictfen site). At -c..44-rc d s9 Pr,2r i P4'j ',laaFycr 11. Maintain Best Management Practices(Bitiosj. J U rduU=o ent t.14.611 ie?lu is ..s lWfW. JEcr- 44 -- �'I.�NF-.dlrltt 1c7 "k1510-.1.,z, . .0PA.02 Lit.rropJ . AU- T:4-+.rpD re-e { t..k 44- IZ , lie)1/n u0aAu Weve 404 d r4 " rifo2 fccr cam. ws� rsieki Auze. ive7 4.0,/t/6 12 Manage the Project ALL E/1i257-oN 60)-maot_ ."1`/1 it s.Zd3 w.ttg- ' c7 .6 ^tie„vv-voc y 4Mb AlGr r=74cT Sraels, Eve rt it 1304",CcLEtii S ” s.A - . , 6- !1 EP4T2 esJ 1 M f 7.4744-Y. 2 AdacentAreas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads) roe- P - .v 4o44T6.6 . xr Fc..49 LEt .2446 . T#te.G •0'0,14.7 Mq,L, Aa2. rZ4c1 -E.xv- dvvr. .Gtsf 6 ae i *J. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 Yards)- 2i•t.NoPp pao•-• re/6- Str€— T/t.4"t+`5 LV /. dtsfD a Ta+l:vuyN A i tr -c_14,' 4'm` e Psc ve&Er4re-0 4444._ 77;6. .,A-40 GO .Z S rs{EA) 7-Nr6+2-GS-0're1 1.3 4, rw& 112.4r#tJ461.- eviu tie-1-04.1UC-C a" .t9 i A/th ,c.2v r i a- is tics crtAd2 1J lVr© /w-- s✓A +2_5 0 Tf /jt r 5cJwV/s. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. r4rE2G .4I? . #tk .L.vveocC,N E o vz,2 tj.4-cG- )r-.4a*' 3e-msZ Ct1- A.S AS c)U 002 AMA 3-v /-1706 SFleS swiwo+.rrW. km9419doc—nr.Wff212003 9 • • b. Description of special requirements for working in or near environmentally sensitive Nor AfiPL.0-413 4. �Elution-Problem yiaAreaass1.��Dpes{� �t�yoff Potential-oration problems onn sit\e In�a context of tf►e eita a ios of the on-site soils(e.g... aMlly�settieab�ty,permeability deptfi,texture.soil re) ,- b k &r4 L. 5r Cc 9 JS 461£ t1.-7 "mss +OAP riot_.. eC .4Se S": "70/2b ..��e3�G. � !sits-rt. °P Stu v a,�ez; � `ra +.=sE# c -, C 3-/oar -s �. sue-. :1 ADD A/74.5 rs art=r'ry Fc . E4.o5J 71.): 5. construction Phasing. a. Construction sequence owe- Sri& tvtc.t- /36 cced E0 taforACA4r.4.5 avwgccs .4.v6 #t t._ c,ta2G1- 46- 1 1.4.7-x'[t>T.rEs C rims7 ..r- ,ijt),4 c.. 44rZ.t rsen) b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. C.aona5Y2t..c.p..tc ) t5 f&cs00ls& 0 3TA y- .2 iu r-to-/LUw .44)1.1 co1ur -.& TP/lvt..4 MTV6& • II. Wet Season Construction Activities. a. Proposed wet season construction activities. tAuS _i_ £L4' , r-A2, ivf dc. FocarG s A.A) 408E5cou C.o.usraucrrc,7u o,a /'.�scoc-��c c- 4.JA .Mau/e.4 2.44 cr- b. Proposed wet season construction activities for environmentally sensitive areas. /Vpf- 4PPArA-AL‘ 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. Sf2-1X 44/24-Nrii& s rim, ,RezvivearY c aN4rz. it-n.)6 .C4 /lEsAbouslrerc Fo•r. Tom- .CCX7.0 m2iv oC r30w.65` 64 a/.s t 'or/o6+t i zt,+A b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts: rh,6 6#e Recti-tizo,h ra st.�cs.--ter' .4 "7.. a ,cr .4Pf�G,t[/.rroal) w4a-he EV.roetrur. s 7l1-6 ! .4 L.24ACc..cr-9 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/Stonnwater Detention Calculations sto mwater aka plan laeplate.doc—rev.10/12/2003 10 • SECTION fl EROSION AND SEiDINTCQNTROL PLAN Setineiiit and erosion coriol memitries maybe depidedOn the master land use application plot pten, stonnaratar tnie. em,and/or- separate Construction SV1iPPP Site Plan.Irhis is a cheddistto.ensure that thefolllowin g are depictifit ruts sKB plait r..t7 1. ,:General.V a. Vicinity Mel► b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2.; . a. Legal description of subject property. b. North envoi. c. Indicate boundaries of existing vegeta ion(e.g.,tree lines,pasture areas,etc.). d- Merdity and lobel mess of Potential anion problems e. Identify FEMA bane flood boy ndaries and Shoreline Management boundaries(d applicable). f. Show aiding and pro posed'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 MI slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swages,interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cud-off trenches required for erosion&sediment control. c. Provide mininnrn slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,wales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and oullets of any dewateri ng 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 l apppond 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 out ednieL g. Detail confroihestrictor device location and details. h. Specify mulch and/cr recommended cover of berms and slopes. L Provide rode 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. L Indicate the locations and provide defogs 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 mated 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. Samping stations should be located upstream and downstream of the project site. slartmwaAx site pen tenpin's.doe—rev.10112/2000 11 IPP Storm at�r Site Yhanges " 3 .HkP A` iza�'" +`-' d tt a wishes to m or rev aiona to to O .+r gic y apprsa+ d a lam e I be submitted to DCD.pror to constriction The submittal shah a substitute -that include all vIsed drawing showing any structural changes,and any other supporting information that explains and supports Final Corrected Plan Submittal If the project included 4; •-ton of conveyance systems,treatment i ,flow c�s,do-a Bir1Ps (riot sandard•on-site storm titer,management BMPs),the applicant shall s a Vie plan("a=` a);r rl. completed. These should be engineering drawings (stamped by a licensed cif engineer). t+epreser�t.theprejer#as consb'U . APPLICANT SIGNATURE a 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. Sx� 1G — 5%-20(3 „,i44.11(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED: • ato,mwater site plan template.doc—rev.1011212003 12 Op Front Parcel Review i • Parcel 921051023 Printed: May 13, 2013 STEVEN J BRANTNER Site Address: MARIJO C BRANTNER 6193 FLAGLER RD 2201 RADCLIFFE RD JUNEAU, AK 998019342 NORDLAND WA, 98358 Parcel Number: 921051023 S-T-R: 5-29N-01E Total Acreage 2 Legal Description S5 T29 RIE TAX 22 Land Use: 9100 Flood District: Fire District: 1 Planning Area: 3 Flood Map(FIRM)Panel No: School District 49 Zoning: lG- COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ 1/r Plot plan states "property line" [ Assessor's Map (Property line ,mitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [1" Legal Access to Property NO������� [ t4 : arcel Tags or Scanned Documents( 0) [ 1 SA's: Special Reports N-arby YES (CP [ esignated Ag YES NO [ Shoreline Designation: YES .O [ tj/Shoreline Slope Stability: YES NO Stream Type:YES NO Fish& Wildlife:YES NO Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area, NO '? SIPZ: none At 'i High isk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ C- Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [G,1" Mineral Lands: YES [Vf Agricultural Lands: YES ED [(' Archaeology: YES [frr Stormwater: New Impervious Surface l 0 Land Disturbing Activity 22-, 0 ESA s ' in Re #1 thru#10 n ineerin Stormwater Re s.Min Re #2 Min #1 thru#5 M 9 g g q q q [ '1/T Notice Provisions/Disclosure:A•wort yEs NO MRL YES NO Fores ds YES NO [ r( Landscaping Required: Yes ,d0 [f/f- Parking Spaces Res • ed NO ®Other f C,r- Building Height: 010 UBC Standard [ ]• Impervious Surface coveraercentage: Resource Lands&Public: 100/ Rural Residential: 5% Rural Indust Per UDC Sec 6.7 Rural Commercial: 60% Area of Building erage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC: G^00 SF NC:7,500 SF GC ,000 SF All others:subject to eptic&water constraints/N ne-specified [ Setbacks: Front:_,® Left Side: ` .6 Right Side: Rear: Shoreline Setback: ( . Galled- LSHA Setback: [ t.]' Road Classification: Road Approach: 4 E 1 P REQ'D RAP [iv]�" SEPA Required: YES E PT [v'f Flood Certificate: [ CT' Existing Case(s)&Condition(s): Violations: Yes No [jA Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: `� <5yrs=Plat Conditions on plat or Old Ordinance [� Lots/Require Declaration of Restrictive Covenant YES , submitted: YES NO [l/( UGA No Protest Agreement YES 0, submitted: YES NO [ V Site Visit conducted YES ffi[ V Require Final Zoning Approval YES NO [ (�] ADMIN: Setbacks entered in Permit Plan case ( d ce-- .. New Parcel Tags entered in Permit Plan 'ES Special Reports Scannereg, YES No parcel tags found for parcel Cases Associated with APN 921051023 Cases Name Review Type Status Planner BLD13-00142 BRANTNER 1 P Application Received: 5/9/2013 Permit Issued/Case closed: Case Finaled: ACCESSORY DWELLING UNI I/GARAGE BLD13-00143 BRANTNER P Application Received: 5/9/2013 Permit Issued/Case closed: Case Finaled: RETAINING WALLS PRJ13-00205 BRANTNER P Application Received: 5/9/2013 Permit Issued/Case closed: Case Finaled: ACCESSORY DWELLING UNI I/GARAGE M LA08-00193 BLD08-00154 MLA08-00193 FRENZL 1 W Application Received: 4/21/2008 Permit Issued/Case closed: Case Finaled: NEW SFR W/ATTACHED GARAGE SEP08-00023 FRENZL C Application Received: 2/19/2008 Permit Issued/Case closed: 3/19/2008 Case Finaled: This case and SEP92-167 now filed with SEP10-103 SEP10-00103 BRANTNER A Application Received: 8/5/2010 Permit Issued/Case closed: 9/27/2010 Case Finaled: This 240gpd system shares its pumptank w/SEP13-7 another 240gpd system. also filed there SEP08-23 & 92-167 both not valid and filed to SEP13-7 SEP13-00007 BRANTNER A Application Received: 1/22/2013 Permit Issued/Case closed: 3/6/2013 Case Finaled: SEP10-103 (Filed here is a mound valid for 240gpd &shares its pump tank w/this 240gpd Glendon system. 480gpd combined. SEP92-00167 HERSLOFF C Application Received: 3/17/1992 Permit Issued/Case closed: 5/1/1992 Case Finaled: info filed to SEP08-23 \\tidemark\data Worms\R_Parcel_CRMLA.rpt 5/13/2013 Page 2 of 3 ip BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00142 Received Date: 5/9/2013 SITE ADDRESS: 6193 FLAGLER RD Issue Date 7/2/2013 NORDLAND, 98358 Expiration Date 7/2/2014 OWNER: STEVEN J BRANTNER PHONE: 907-789-3033 MARIJO C BRANTNER 2201 RADCLIFFE RD JUNEAU AK 99801-9342 SUBDIVISION: Block: Lot: TX 22 PARCEL NUMBER: 921051023 Section: 5 Township: 29 N Range: 01 E CONTRACTOR: SHELTER CRAFT INC PHONE: 360-670-1061 643 MARSHALL ROAD SEQUIM WA 98382 Contractor's License SHELTCI101 PD Expires 8/15/2014 PROJECT DESCRIPTION: ACCESSORY DWELLING UNIT/GARAGE TYPE—OF-WORK RE- _e GO - TYPE OF IMP ADU MAIN: 525 VALUATION 142,000.00 ADD L.. HEAT TYPE: EEE CODE EDITION: 2009 OCCUPANCY: HEAT BASE: HEAT TYPE: UNHEATED: 525 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 550 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,228.95 ZAL 05/09/13 142059 Exist: Exist: Plan Check $798.82 ZAL 05/09/13 142059 Prop: 1 Prop: 1 State Building Code $4.50 ZAL 05/09/13 142059 Total: 1 Total: 1 Potable Water Application $66.00 ZAL 05/09/13 142059 Total: $2,098.27 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED Jefferson County Building •sion Permit Nu r: BLD13-00142 Applicant: BRANTNER BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Bis/ H Erosion Control Foundation Footing g/5/ 18 1_ Dewey tio a 6yt a jj' 4/ /q Footing Drains Foundation Stem Wall d �I —t3 • Underground Plumbing 47,03 Under Floor Framing Straps(hold downs) /o/i /r3 A I-• I- ■• 'I! Rough-in Plumbing I I—t'L_k3 465 01z,y4-11-5----'3 Framing iz///3 Blocking 12/3/13 4 Airseal /OM .� Insulation:Walls 46//3 /0/95/3 f► Insulation:Floors 127/1,7 Nog 141,14 Insulation:Ceiling /0/15/13 13 Int.Shear Wall Nailing /0/A Wallboard Nailing /ibLl Gas Line: Interior / PA Gas Line: Exterior N Propane Tank Heat/Chimney Clearance Mechanical Systems P My Duct Test Cert /VA Blower Airtight Test Smoke&CO2 0„/i/J Drywell/Alt Drainage * Address Posted kr/©// /�/ • FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • • CONDITIONS for Building Permit# :BLD13-00142 1.) This building approval accounts for 240 GPD of septic system capacity, as designed and approved SEP13-007 has a capacity of 480gpd. A future second residence utilizing this septic system will be limmited to 2 bedrooms. 2.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) An Engineered Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 4.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM Stephen Zenovic STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "Infiltration Trench Design" DATED May 8, 2013. 5.) The site plan as submitted with the Building Permit application on May 9, 2013 has been reviewed for ecnnsisteney erthe-UDC and has been approved-by Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated May 21, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. \\firlcrnor4\rinta\forme\F RI 11 Parmit Rhin rot 7/7/7(111 G,ENE1,_?A1__j N*0TES: 1 . ALL SI-iAl.-L CONF('.)F`iM WITH THESE PLANS AND THE 'OVASI-AINGI-ON STATE DEPARTMENT OF 1 F� ANSPORTAl ION STANDARD FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2, CONTRACTOR SHALL NOTIFY UTILI'TY LOCATOR SERVICE AND ARRANGE '% TION AND MARKING OF ALL UNDERGROUND UTIL.TTIES IN F-OR ; :1F 1_E7 J , '\ I J__D L(CA AFFECTED AREAS PRIOR TO CONSTRUCTION. 3, A[.,.!- STORM DRAIN PIPING DESIGNATED AS PVC SHALL BE SDR35 PIPE SID "I ''ON D3034 C`ONFOR�JIING WITH AS ECIFI(.,'A, I 4. STORM DRAIN PIPING TO BE INSTALLED AT 2% MINIMUM. 5. FINAL ELF-VA TIONS, GRADES AN[) ACIUAl PIPE LOCATIONS ARE TO BE DETERMINED BY OTHERS SUCId T! IAT THE FINAL ELEVATIONS AND DRAINAGE PATTERNS CONFORM WITH THE PLAN AND DETAILS HERE ON.. ANY CHANGES MUST BE. APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. -r, - BE INSPEC"FED AND (,.',E[RTIF'IED TO THE 6� 11 iE DRAINAGE SYSTEM MUSI COUNTY BY THE ENGINEER. CONTACT ZENOVIC &. ASSOCIATES INC, Al L_E'AST 48 1 IOURS PRIOR 1-0 THE TIME OF INSPECI]ON. 7. E A MINIMUM IFLOWPA-Fid OF 50' MUST BE MAINTAINED BETWEEN T[dE SPLASid BLOCKS AND ANY 0-11-1EIF-R, STF�'UC'TURE, 'd 8. A M i N I kil JM FLOWPAP OF 25' MUST BE MAINTAINED BE__IW1:EN THE [)I�S'PE,_RSIO;`,4I IRENIC'[41 AND ANY OTHER STRUCTURE. LEGEND, -,,,ss OTHERWISE INDICATED) STORMWATER PIPE BIOFILTRATION E')WALE DRAINAGE DITCH ........... GRAVEL DRIVEWAY/PARKING AREA .............. RUN DRAINAGE STRUCTURES DRAINAGE DIRECTION OF UNCONCENTRATED RUNOFF J� Io -I- YP E 0-- 1 CATi BASIN iNS-TAI.J... 2'X2' QUARRY SPALL P AD AT PIPE OUT FALL W/SOLID COVER 157 L.F. 4" PVC b'8 4 1 ' 13 " W 3 7 4. , �3' 0 ------ - . ..... 0 104 L.F. EXIS-TING MOUNT) I JYPE I CATCH - - -------- SEPTIC SYSTEM 4" PVI� BASIN W/SOLID-- PROPOSED `- 28 L.F. 4 PVC, COVER 100 L.F. BI(_)--FI[ TRATION GARAGE/ADU PLASHPADS PER 1 9 L, F. zt" PVC SWALE �-.;EE DETAIL B/C201 DETAIL. D/C201 _j _I q S T,-I 1 135 L.F. DISPERSION 7 TRENCH PER_ 11LL LIMITS OF INITIAL I DEI'AIL (_'/C201 32 L,F, 4" PVC. � f ( I RESEF�VE DRAINFI[I_.D- A R EA EXISTING 1,000 ;�32 L. F. 4" PVC I GALLON SEPTIC TANK cl, _j rvic--nKic- innn GALLON TYPE 1 CATCH BASIN W/FLAT GRA I I I I -_ J CONCRE'fE TANK PROPOSED GILLENDON I 84. L.F. 4" PVC,,,� S E M BIOFII_.JER SEPIIC "T' PROPOSED RESIDENCE „f 0 EXISTING CISTERN o Di""I"CH OUTFALL. TO BE LOCA11::"D A.T. OR\ DRAINAGE DITC 0 W H FILTER ELEVATION SEE ,,._..TAIL A/C201 N 3 GRADE 2"X2" NC x" " 2 COMPOST. T I L. 1. -ED . ...... INTO 6 NATIVE SOIL L. I 2' 1 N' `--- NATIVE SOIL N 0 IF E_ S. -1, SWALE TO BE INSTALL•-) WI TH A 2X, LON G? I TU D I N AL. S )L_ 0 P E E. tvi A N U A L. 2, PLANT WITH A BIOSWAL.E SEE[) MIX PER THE 2005 S---I-'ORMWA'!ER I'dANAGEMEN1 S()ID MAY BE USED WITH THE ENGINEER'S APPROVAL. 3, STRICTLY AND CONSERVAI*IVELY PER SEEDING MANUFACTUR"c'".'R'S 4. ,VOID (COMPACTION 0[ SOILS DURING CONSTRUCTION. IF COMPACTION OCCURS, TILL SOILS, BEFORE SEEDING. INIO'T NEEDED FOR IRRIGATION DURING ESTABLISIAMENT Of VEGE"FATIOiN. D i VE, R UNOFF 6. A 6" tLAY,E'R OF TOFISOIL MAY BE USED IN LIEU OF AMFNDIING EXISTING SOILS. - k) WALE NTS , I", P LA N' 0 20 4-0 60 S 8 3 d4 1 ' 18 ” E 35.9. 53 --- ------- - --- ------ END CAP PRESSUR E 2"X1! °° TREATED GRA[)F_ EZOARD 4"X4" PRE'S'SSURE "I'REATED SUPPORT POST G/\LV/\1N;(_t-_.t_) IDO L 1 12 M I N 0 R A, 1 -rr r VC ), IJ R A I N ROCK CATCH H N/SOLID 6" MIN. FILJER FABRIC, -1. 7 Y:f* AR #3401 OR ,j F i 1 ) Er\j -I' APPROVED EQUAL S E C ""ION A---- A 21' .............. ..................... ..... . 8"O.C, .... 1 .......... GRADE BOARD .............. PIPE N 011: S: 1, TRENCI-] AND GRADE" BOAR(".) MUST BE INSTALLED LEVEI.- 0 R PLUG) 2. SUPPORT POST SPACING AS REOUIRE1.) -1-0 ENSURE GRADE PLAN !30 A P D :P\ t0k A I N S (_E E VE I-- WSPERSION TRENCTI . ....... . ....... 11 ........... NTS S-nNG RETAIN.110Q, WALLS DOWNSPOUT FROM ROOF---\ CRUSHED GRAVEL--\ 6" MIN. ... . ...... ............. -7 T 3 MIN. ' ?r_ SECTION 1:1 L A N D SPLASH PAD C 2 0 1 NT'S ts,r DOWNSPOUT FROM ROOF CE LAPP t S [T10 AT _ PL. M A�j 2 1 2013 I ING" KETAINING WALL - --..,E; L IVIAI 9 2013 iv coUpllfy _2 Cr MVipmwll Z __ - CRUSHED GRAVEL t :VDI co on 0)0 r LLuj oz 06 Lon 0 r,4 to w, 1 (3 0 Z z Lu 0 l 0 co 8 o- < Lij 1 N 1 0 Lj 0 V) 1 W-: z :zr 10 6 8 x OM < z K) a- IL LL, I �IT �` LLJ, 1 I , I Oil V) (n w lxJ < n �: JA j Lu Z Lu ct C) L Q) z N z I-J SCALE: 121 20' ............. 13050-.-El JOB NO: 13050 DATE: April 17, 2013 SET: 1001 Al WA. 2359 / ST iF-:-:- NAL SHEET C201