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HomeMy WebLinkAboutBLD2009-00003 • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 Al Scalf, Building Official PERMIT #: BLD09-00003 SITE ADDRESS: 493 ROSE POINT DR Issue Date: 03/23/2009 QUILCENE, 98376 Final Date: 5/9/2011 APPLICANT: ALVORD INVESTMENTS LLC PHONE: 206-523-3536 2146 E SHELBY ST SEATTLE WA 98112-2028 SUBDIVISION: FISHERMANS POINT Block: Lot: 5+ PARCEL NUMBER: 951700005 Section: 31 Township: 27 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ATTACHED UNHTD SCREENED IN PORCH & ATTACHED CARPORT W/ATTACHED UNHTDSTORAGE/SHOP. U/G 500 GAL PROPANE TANK AND RESIDENTIAL SHORELINE EXEMPTION PERMIT (SDP09-00002) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2006 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes ( no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 5/9/2011 I:\F_BLD_Occupa ncy.rpt 10/29/19 Jefferson County Building •ision Permit Nuor: BLD09-00003 Applicant: ALVORD JR BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that 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 4-am Minimum setback from Rose Point Drive right-of-way shall be 20 feet. Minimum setback from OHWM(as depicted on the approved site plan dated March 10,2009) is 140 feet. Minimum west property line setback shall be 5 feet. Erosion Control Lti.? �6 SEE ENGINEERED STORM WATER PLAN -CERTIFICATION 4 REQUIRED Foundation Footing t;- )r tt :: Footing Drains 5:1 1 4 1 '{`TI tt L-1 NIfTr Foundation Stem Wall 5 i 6ct Underground Plumbing Under Floor Framing �C Straps(hold downs) -t _ Ext. Shear Wall Nailing fl 61)ci eEL Rough-in Plumbing _L l�� p Ltn ti— "b V G'(1"j 5 17Ocr Pi4P x Z9a_c) 17ITO Framing ©q Blocking f Airseal 9t, j'z- 10-c`1 Insulation:Walls Insulation: Floors (i/ Orj 9i . 7~-i0 }` Insulation: Ceiling Int. Shear Wall Nailing Gt. Wallboard Nailing 6 Gas Line: Interior t. lb Gas Line: Exterior I Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage (-1 EE ENGINEERED STORMWATER PLAN -CERTIFICATION `REQUIRED Address Posted # 3 PO r ft Rf, 1. FINAL INSPECTION c— _� f, r715 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR 1 • BUILDING PERMIT 0 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD09-00003 Received Date: 1/6/2009 SITE ADDRESS: 493 ROSE POINT DR Issue Date 3/23/2009 QUILCENE, 98376 Expiration Date 3/23/2010 OWNER: ELLSWORTH ALVORD JR PHONE: 206-523-3536 5601 NE AMBLESIDE RD SEATTLE WA 98105-2851 FISHERMANS POINT SUBDIVISION: Block: PARCEL NUMBER: 951700005 Section: 31 Township: 27 N Range: 01 W t 5+ CONTRACTOR: JENNINGS HEINS &ASSOC PHONE (360) 509-2100 PO BOX 2198 POULSBO WA 98370 Contractor's License JENNIHA02209 Expires 9/28/2009 PROJECT DESCRIPTION: NSFR W/ATTACHED UNHTD SCREENED IN PORCH & ATTACHED CARPORT W/ATTACHED UNHTDSTORAGE/SHOP ALSO U/G 500 GAL PROPANE TANK AND RESIDENTIAL SHORELINE EXEMPTION PERMIT (SDP09-00002) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 600,000.00 MAIN: 2,805 CODE EDITION: 2006 ADD'L: HEAT TYPE: PRO HEAT BASE: HEAT TYPE: RAD OCCUPANCY: R_3 OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: 5N OTHER: 392 CONST TYPE: GARAGE: 1,020 SHORELINE: DECK: 285 SETBACK: 140 SEWAGE DISPOSAL: ALT BANK HEIGHT: 50 WATER SYSTEM: PUBLIC Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $3,708.75 KAS 01/06/09 103042 Exist: Exist: Plan Check $2,410.69 KAS 01/06/09 103042 Prop: 3 Prop: ,3'1 State Building Code $4.50 KAS 01/06/09 103042 Total: 3 Total: i'if Potable Water Application $59.00 KAS 01/06/09 103042 Potable Water Application $3.00 KAS 01/06/09 103043 Total: $6,185.94 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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED •CONDITIONS for Building Permit# :BLD09-00003 S 1.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 2.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 3.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 4.) An Engineered Storwmater 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 and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. 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. 5.) 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 "ENGINEERED STORMWATER SITE PLAN" DATED FEBRUARY 2008 AS SIGNED BY STEPHEN ZENOVIC OF ZENOVIC &ASSOCIATES, INC. 6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 7.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 8.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 10.) The building height is not to exceed 35 feet. 11.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 12.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. sidential developers and indal builders shall be required to preserve *line �getation and reduce the asso •a ed risk of erosion during construction and any future activity which may impact the stability of the shoreline. , If an area of potential archaeological significance is uncovered during excavation or development of the site, all activity in the immediate area shall be halted and the Administrator shall be notified at once. 15.) Above-ground storage tanks shall be fabricated, constructed, installed, used and operated in a manner that prevents the release of hazardous substances or dangerous wastes to the ground or groundwater. Above-ground storage tanks intended to hold or store hazardous substances or dangerous wastes are provided with an impervious containment area, equivalent to or greater than 100 percent of the tank volume, enclosing and underlying the tank, or ensure that other measures are undertaken as prescribed by the Uniform Fire Code which provide an equivalent measure of protection. 16.) Landslide hazard areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC) Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 17.) Landslide Hazard Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 18.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 19.) All construction activities shall not encroach upon the landslide hazard and streamside buffers. This includes the storage or perparation of materials. 20.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, hedgerow, or any other prominent physical marking approved by the UDC Administrator. 21.) Clearing within geologically hazardous areas shall be allowed only from April 1st to Novembeer 1st, unless the applicant demonstrates that such activities would not result in impacts contrary to the protection requirements of JCC 18.15.275. 22.) Minimum setback from Rose Point Drive right-of-way shall be 20 feet. Minimum setback from OHWM (as depicted on the approved site plan dated March 10, 2009) is 140 feet. Minimum west property line setback shall be 5 feet. 23.) PRIOR TO OCCUPANCY & BUILDING FINAL - FINAL APPROVAL OF SEPTIC SEP07-283 IS REQUIRED. MUST MEET ALL CONDITIONS OF SEPTIC PERMIT. 24.) ALL COMPONENTS OF THE SEPTIC SYSTEM ARE TO BE COMPLETELY PROTECTED FROM VEHICULAR TRAFFIC OR MECHANICAL DISTURBANCE. PERMANENT PROTECTIVE BARRIERS ARE REQUIRED ALONG/AROUND THE PRIMARY DRAINFIELD TO PROTECT FROM PARKING, DRIVING, AND OTHER LAND DISTURBING ACTIVITIES PRIOR TO FINAL-MUST BE INSPECTED BY HEALTH DEPARTMENT OR DOCUMENTED ON SEPTIC RECORD DRAWING. 7.4:s0N—a-,,06 JEFFERSCWOUNTY• a; 3` W \q ,.� DEPARTMENT OF COMMUNITY DEVELOPMENT11 ''' ��.t '' }' w ( 621 Sheridan Street • Port Townsend •Washington 98368 360/379-.4450 • 360/379-4451 Fax JAN p 6 20Q9 �,tS, xNOp www.coJefferson.wa.us/commdevelopmentJAN Master Permit Application JEFFERSON COUN : oQ,-3 Project Description(include separate sheets as necessary)041-0,00 NEW SINGLE FAMILY RESIDENCE WITH ATTACHED CARPORT&SCREENED IN PORCH £ UA F_t Y;Val' I`re_i k-4_. Tax Parce' Property Number: ISi-JGOC' )� Size: ' (acres/square feet) Site Address and/or Directions to Property: Rose Point Drive, Quilcene,WA 98376 Property Owner(s)of Record: Dr. &Mrs. Ellsworth C.Alvord Telephone:_206-523-3536 Fax: email: Mailing Address: 5601 NE Ambleside Rd, Seattle,WA Applicant/Agent(if different from owner): I,dc ( 125 II _rn Telephone:_206-525-7501 Fax: email:sc,112e' Mailing Address:_7044 50`h Ave NE �'� � 1T►St1•�m What kind of Permit?(Check each box that applies )3uilding El Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit El Conditional Use[C(a), C(d),or C]** x Single Family x Garage CAttach�/Detached ❑ Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home El Modular ❑ Special Use(Essential Public Facilities)** ❑ Commercial* El Boundary Line Adjustment ❑ Change of Use El Short Plat** El Address 0 Road Approach ❑ Binding Site Plan** ❑ Home Business ❑ Cottagelndustry ❑ Long Plat** ropane 0 Planned Rural Residential Development(PRRD)/Amendments** D Sign 0 Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** El Stormwater Management El Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Variance El Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetation Request *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DE GNATION OF AGENT I hereby designate '1) ,S'C to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: /S IO By signing this application form,the owner/agent attests that the information provided herein, and in any attachments, is trueand 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 :gai .t Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and r ght of e try o Jefferson County and its employees, representatives or agents for the sole purpose of application review and any requires - -r inspections. St:ff- ac ess and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that - or s e -nts • for of e. Signature: `/ ``'I w�� Date: I Cam) „w__(,e2_______ The action of actiorrs-Appli'ant will ndertake -f a u the issuance of this permit may negatively impact upon one or more threatened or endangered species and c•. : -_• to a potentia take"of 4n endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson ounty make no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA Any individ a roup or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you�rein com liance with th Jefferson o n development code.The Applicant acknowledges that he,she or it holds individual and non-transf Ir,b a responsib to a d I ng with the ESA. The Applicant has read this disclai and�sf ns an d tes it below. Signature: Date: /� C/ C:\Documents and Settings\gscha er\My Documents\My Profession\Alvord\Adm\master permit app for estimate.doc , 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 c[o,ntr orbs they will be assuming the responsibility of the General Contractor for the proposed project. �� if l� jr c.\‘ gin Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FM:k N 0 6 i`MAILING ADDRESS: ��f�o /��� EMAIL. f CONTRACTOR'S LICENSE 'v(�f t3O iiJA gg3 5O WAINS AliiiiSi1N COUNTY BCD NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE (360) 501 ?d od FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: x New x Wood Existing: Sewer Addition 1 Steel Proposed: 3 Bank Community System Alteration/Remodel Concrete Total: 3 leiph )Individual System Repair , Masonry .v- SEP Permit# (p7. z8 S Demolition Other: Bedrooms: Water Supply: Existing: Setback: i l Private well ❑ Two Party T pe of Heat Proposed: 3 I_OA Public ,,X,p� Total: 3 Name of System:1-141E1-H. QS If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: 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 / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: )(Underground Tank i Above ground Tank Size of Propane Tank: _CXJ cal i Heat Stove i Cook Stove i'Woodstove i Fireplace Insert (Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a 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 2805 sf EH Bld App Review: 70.00 1 3.CO 2'd Floor Heated Consistency Review: 151 •c1 1B.m Other Heated Base fee: 3708.75 Mezzanine ��i-SeLtiun: -7 %!a Heated Basement Plan Check fee: 2410.69 Unheated Basement State Surcharge fee: 4.50 Other Unheated 285 sf ,.BO Pot Water Review fee: g5.o0/5.00 , screene, I SUBTOTAL giziii/34.co arp %t�2(> sf 1r``14 6 62I�.iii/3s.co Decks 911/Rd Approach fee: I i_�I 00 (� cr !�'P`t Other te, yj��/S -1 U�. �D TOTAL: 6���.7�/�9 g Receipt Number: 103o�1 �t�t„ a/in ? total Cash/Check Number: �1� ' � 460017677 ESTIMATED COST(REQUIRED) Date: 1�� •Fair racket value of all labor and materials foundation to finish L 4,..$600,000.0 Fees are based on the higher valuation Initials: C:\Documents and Settings\gschaefer\My Documents\My Profession\Alvord\Adm\master permit app for estimate.doc \.‘.,i,,,C•N .,,,' ..,,, , . \ , • . ,, :\., Alik. 4111111 ... 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C>' 01 / . , ,• s, 4 4 4. , . / E)OSTNG R O.W. / EAS Ill LINE \ \ TIDAL LAGOON \ \ / / / N625 05 / 1 LEGEND: EXISTING PROPERTY LINE SEPTIC SYSTEMS - - - - - - - - - DEVELOPMENT ENVELOPE -- --- - — RIGHT-OF-WAY EASEMENT LINE EXISTING CENTERLINE — — — — — — — — — 20' ROAD EASEMENT SETBACK LINE EXISTING ORDINARY HIGH WATER MARK SILTATION FENCING PROPOSED BUILDING ------------------------ PROPOSED ROOF LINE ��•��•��•� PROPOSED STORM DRAIN LINE EXISTTNG BUILDING PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL DRIVEWAY —) - PROPOSED DITCH FLOWLINE EXISITNG GRAVEL DRIVEWAY PROPOSED PAVEMENT ROSE POINT DRIVE STABILIZED CONSTRUCTION ENTRANCE EROSION CONTROL NOTES: i. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (DOE, 2005). 2. ALL DISTURBED AREAS, EXCEPT THOSE ON WHICH ACTIVE CONSTRUCTION IS TAKING PLACE, SHALL BE EITHER SEEDED AND MULCHED OR PROTECTED WITH APPROPRIATE PLASTIC SHEETING WITHIN 2 DAYS OF DISTURBANCE BETWEEN OCTOBER 1 AND APRIL 30 AND WITHIN 7 DAYS BETWEEN MAY 1 AND SEPTEMBER 30. 3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED MONTHLY AND AFTER MAJOR STORM EVENTS. ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY. 4. ANY MUD THAT IS CARRIED OFFSITE BY VEHICLE WHEELS AND DEPOSITED ON PUBLIC ROADWAYS SHALL BE CLEANED UP IMMEDIATELY. 5. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES. 6. STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND APPROVED PRIOR TO SITE GRADING AND/OR FOUNDATION EXCAVATION. N 0 6 2009 JEff����� COUPJIY �Cfl W H O Z Y Q (%7 Z O in W Q W � p N W D o I- O w rn 0 z 5 H i O vi N H J O, D�rO a O V) Zv0 w Q Q W M N Of =2 O O Q M0-0_ w h 0 4, KJ p Q W U .-� I- o o c a ' O o a z ` _ U II: a O U I 3 � Z W O {—I w a y Q 0 � � Z O O Q a Z z O N h W p w W In W 0) a � Lo a pZJ OQ oLocW w z W F O SCALE: NOTED DATE: June 27, 2008 FILE: 218- 2234. D WG JOB NO: 07218 WAsyi� p ,p 23594 FO/STERF- c� SS �? ONAL ENG E I ES: SHEET C 2 OF 3 PEDESTALE i / i EXISTING R.O.W. EASEMENT LINE / / CONSTRUCT A 5' X 5' X 1 \ \ TIDAL LAGOON / \ / ' j /r E)0 R.O.W. ' ENT LINE, / i S " o M CEN E / 5 rs CEDARS / 42. r 1400 S. . PRIMAR / ��A 15" CEDAR DRAINFI D p / ENT �' VELOPE � � FIR o 360 S.F. SECONDARY sa oo o DRAINFIELD D 4y � LNG OG • yAb- per. .. • .. 4y ) �ao�e � , oPROPOSED sas.o 1 /' / / �c �' ROOF LINE / 6 FIR 52 FIR _ /F /) INFILTRATION TRENCH 4'0 X 16' JMAPL-�RAIN WA / 6 FIR LF OF 4' WIDE TRENCH PER S I I ` l G STOR EAR 1 j'o aL DETAIL A/3 6 L TAN oKy�a / 10 � // / / � � •. � -'S��� ice_ 4" ED R_ P POSED / RE ENCE 2 FIR I 6 FIR a a FIN. FLOOR 548.50 \' o'I X� 2 Q I, cs,6s PROP D - L" PAVEME y7. II / I • C-)I '•r. its"°' I •f ", 6m . ': .•\ /� GJ,�,� \•,� / INFILTRATION TRENCH #2; o d 100 LF OF 4' WIDE TRENCH / O PER DETAIL A/3 i - -------------- ,� Y , Y � '= 3'0" FIR + o o a 1 IE 1 \ . y 6' FIR e 'x i - PA a e� pVG •.. 24•' FIR II teo at _ INSTALL OU TROL \ TRUCK ER IL D/3 0 n z 601' FIR N90'00'00" ` ---- 111.45'- I DEEP QUARRY SPALL PAD- AT PIPE j IJT ET CON UCT EMERGENCY j' OVERFLO PER DETAIL J/3._ / / \ A� 1 L 3 �INST LL 0 RFLOW STRU�TUR PER D AIL G/3 CONSTRUCT 3'-6' DEEP / INFILTRATION POND WITH A \ BOTTOM AREA OF 2700 SIF / / O MIN AS SHOWN; SEE DETAILS ON SHEET 3 / -,� POND BOTTOM ELEVATION = 534.0 \ / APP OX. TOP-f 1 rri Ile / OF C T SLOPE ` l INSTALL OUTLET AONTROL STRUCTURE PERT/ ETAIL 12�3/7- a• Y �y'yo l / /r N APPROX. TOP OF CUT SLOPE - / CONSTRUCT APPROX. / // 275 LF OF DRAINAGE DITCH ALONG DRIVEWAY &PER DETAIL 9/3 0MAGIC POINT LEGEND: - - - - - EXISTING PROPERTY LINE -- - - -- - SEPTIC SYSTEMS -- - - - - - - - - DEVELOPMENT ENVELOPE RIGHT-OF-WAY EASEMENT LINE — EXISTING CENTERLINE -- — — — — — -- — — 20' ROAD EASEMENT SETBACK LINE -- — EXISTING ORDINARY HIGH WATER MARK PROPOSED BUILDING PROPOSED ROOF LINE PROPOSED STORM DRAIN LINE EXISTING BUILDING PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL DRIVEWAY -- �— —� PROPOSED DITCH FLOWUNE EXISTING GRAVEL DRIVEWAY PROPOSED PAVEMENT ROSE POINT DRIVE DRAINAGE NOTES: 1. ALL CONSTRUCTION SHALL CONFORM WITH THESE PLANS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE AND ARRANGE FOR FIELD LOCATION AND MARKING OF ALL UNDERGROUND UTILITIES IN AFFECTED AREAS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAIN PIPING DESIGNATED AS PVC SHALL BE SDR35 PIPE CONFORMING WTH ASTM SPECIFICATION D3034. 4. FINAL ELEVATIONS, GRADES, AND ACTUAL PIPE LOCATIONS ARE TO BE DETERMINED Bi OTHERS SUCH THAT THE FINAL ELEVATIONS AND DRAINAGE PATTERNS CONFORM MTH THE PLAN AND DETAILS HEREON. ANY CHANGES MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 5. TIIS DRAINAGE SYSTEM MUST BE INSPECTED AND CERTIFIED TO THE COUNTY BY TyE ENGINEER. CONTACT ZENOVIC & ASSOCIATES, INC. AT LEAST 48 HOURS PRIOR TG THE TIME OF INSPECTION. mmid"612 APPROVED STORMWATER PLAN MAR 1 0 ?C69 DEPT. OF W F- O z Y vi Z O U1 S w �_ Li O Q O (V LLJ (D F F 1 O w 500 G7 Z 0 1 S r3^v 0 o w LLJ � F_ LLJ n � 0 0 (~/I Zv0 w QQL13 M N W ~ z v J —CK0 s Too w I,.I W ,, X W Lo o L�w 0 Q m O z Z a 1 N 3 z U ¢' o a o o r r z 0 w Q. � � o � w O J � a � CC W 2 I� 000 3 p o w W Co C) I 00 W ., E W o U_ -I cn on Z01 � � Q o p L17 (n r Z w � F U SCALE: NOTED DATE: June 27, 2008 FILE: 218— 2234. 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