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HomeMy WebLinkAboutBLD2010-00210 • 0 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 #: BLD10-00210 SITE ADDRESS: 4372 S DISCOVERY RD Issue Date: 01/20/2011 PORT TOWNSEND, 98368 Final Date: 3/9/2012 APPLICANT: KARL JON JACOBSEN PHONE: 360-385-2758 SANDRA J JACOBSEN 4250 S DISCOVERY RD PORT TOWNSEND WA 98368-9676 SUBDIVISION: Block: Lot: TX15 PARCEL NUMBER: 001321012 Section: 32 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ATT GARAGE & U/G 500 GAL PROP TANK 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 THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON3/9/2012 I:\F_BLD_Occupa ncy.rpt 10/29/19 • Jefferson County Building Division Permit Null: BLD10-00210 Applicant: JACOBSEN 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 Deck is to be at least 33 feet from top of shoreline bank. Erosion Control Foundation Footing ? 117-1k, rfr a 12,41-0--y--- k 1116. Footing Drains 417)11 /c1S-0-- 9/24/ 075 Foundation Stem Wall 3 )5-1 it (2,-A4,Als,e- 1-4 ti It )7E,— Underground Plumbing Under Floor Framing Gq ✓ Straps(hold downs) 113 Ext. Shear Wall Nailing s-/L��l 1 Rough-in Plumbing Shower Pan / 1 l 7 ip Framing „a L. f! ( 1 Blocking °/ 1( 1611 Airseal 6 l /;j2:e, Insulation:Walls 2' - 11 / up,/is ,vt b•,le --/ 9774 fetp Insulation: Floors /" 41/ 9 5 ,13Y . G��/� Insulation: Ceiling IC-- �,f� 3 A S psr Int. Shear Wall Nailing r/ Pa' of 0� S'���� 7- Wallboard Nailing 't ✓ /A �� Gas Line: Interior l"� ir' Gas Line: Exterior f , (a,i i Propane Tank ,rGP' Heat/Chimney Clearance 6- / Drywell/Alt Drainage 3 1g-15 Address Posted a 9, /!Z ` �� i -1` `12-e eff FINAL INSPECTION 3 ,72 %ZD FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR MLA10-00236 • BUILDING PERMIT APPLICIPFION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD10-00210 Received Date: 6/14/2010 SITE ADDRESS: 4372 S DISCOVERY RD PORT TOWNSEND, 98368 OWNER: KARL JON JACOBSEN PHONE: 360-385-2745 SANDRA J JACOBSEN 4250 S DISCOVERY RD PORT TOWNSEND WA 983689676 SUBDIVISION: Block: Lot: TX15-1 PARCEL NUMBER: 001321012 Section: 32 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: • PROJECT DESCRIPTION NSFR W/ ATT GARAGE & U/G 500 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,874 VALUATION 495,854.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2006 HEAT BASE: 1,456 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 1,418 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: 749 CONST TYPE: DECK: 987 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,211.35 LYK 06/14/10 117846 APPROVED Plan Check $2,087.38 LYK 06/14/10 117846 State Building Code $4.50 LYK 06/14/10 117846 Potable Water Application $98.00 LYK 06/14/10 117846 JAB" Zjli Total: $5,401.23 Jefferson County Planninc & Building Department r • • CONDITIONS for Building Permit# :BLD10-00210 1.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM ENVIROTECH ENGINEERING STATING THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE PLAN FOR THE PROPERTY LOCATED AT 4372 S. DISCOVERY ROAD, PORT TOWNSEND, WASHINGTON" DATED JUNE 30, 2011 AS SIGNED BY MICHAEL STATEN, PE. 2.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2005 DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, THE PROJECT PROPONENT SHALL ADHERE TO THE FOLLOWING REQUIREMENTS: A. STABILIZE CONSTRUCTION ENTRANCES WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. B. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. C. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED TO PREVENT SEDIMENTS FROM BEING TRACKED ONTO THE PAVEMENT. D. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ONSITE. E. ANY QUARRY SPALLS (OR HOG FUEL) THAT ARE LOOSENED, WHICH END UP ON THE ROADWAY, SHALL BE REMOVED IMMEDIATELY. 3.) PRIOR TO BEGINNING ANY GROUND-DISTURBING ACTIVITIES OR CONSTRUCTION, THE PROJECT PROPONENT SHALL CLEARLY MARK THE CLEARING LIMITS. FOR THIS PROPOSAL, THE MARKERS FOR CLEARING LIMITS SHALL BE LOCATED NO CLOSER THAN 33 FEET FROM THE TOP OF THE BANK. 4.) A GRASS SEED MIX SHALL BE SPREAD OVER ALL DISTRUBED AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. MULCHING PROVIDES IMMEDIATE, TEMPORARY PROTECTION FROM EROSION. MULCH SHALL BE PROVIDED AS A TEMPORARY COVER MEASURE UNDER THE FOLLOWING CONDITIONS: A. ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. B. AS A COVER FOR SEED DURING THE WET SEASON AND DURING THE HOT SUMMER MONTHS. C. DURING THE WET SEASON ON SLOPES STEEPER THAN 3H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF. MULCH MAY NEED TO BE REFRESHED PERIODLY TO BE EFFECTIVE. STRAW, CHIPPED SITE VEGETATION, OR WOOD-BASED MULCH FROM A SUPPLIER WITH A SOLID WASTE HANDLING SHALL BE USED AS MULCH. 5.) SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO BEGINNING ANY EARTH WORK OR OTHER GROUND-DISTURBING ACTIVITIES. STRAW BALES AND/OR SILT FENCING SHALL BE USED AS SEDIMENT CONTROL. SILT FENCING SHALL BE INSTALLED PER REQUIREMENTS IN THE 2005 STORMWATER MANUAL (SEE ATTACHED). SEDIMENT CONTROL DEVICES SHALL BE LOCATED AT LEAST 33 FEET FROM THE TOP OF THE BANK. SEDIMENT CONTROLS SHALL BE MAINTAINED DURING CONSTRUCTION. ANY FAILURE OF THE SEDIMENT CONTROL DEVICES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 6.) THE SEPTIC SYSTEM APPROVED UNDER SEP10-00133 SHALL BE INSTALLED AND FINALED PRIOR TO ISSUING A BUILDING FINAL FOR THE SINGLE-FAMILY RESIDENCE. 7.) The stormwater runoff tightline shall be designed and placed in order to minimize visual impacts to users of the beach and nearby waters. 8.) The stormwater runoff tightlineg must be composed of durable material is resistant to weakening and damage due to time, weather exposure (including ultraviolet radiation), and impacts from trees, rocks and debris. The corrugated plastic material used for tightline construction in the past is no longer acceptable. More durable plastic or ultraviolet radiation-resistant flexible rubber material shall be required. 9.) The applicant/owner and all future owners are responsible for maintaining and protecting the stormwater runoff tightline to the beach against damage due to normal wear, weather exposure, and/or trees, rocks and debris. If and when damage occurs to the tightline that renders it ineffective, the responsible party must execute the necessary repairs as soon as possible and no longer than 30 days. 10.) 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. 11.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 12.) 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. 13.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 14.) Construction shall be in substantial compliance with the site plan submitted on January 13, 2011 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 15.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 16.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 17.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 18.) 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. + r • • 19.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 20.) The setback from the road right-of-way is 20 feet, the side setbacks are 5 feet, and the setback from the shoreline is 30 feet. The site plan shows that the deck will be constructed no closer than 33 feet from the top of bank. 21.) The building height shall not exceed 35 feet. 22.) 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. 23.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet(30') in height from the finished grade. 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. 0114-6k-s°1'st C, • • w4� or�'� 621 JEFFERSON COUNTY DEPARTMENTSheridanStreet OF COM• MUNITYPortTownsend DEVELOPMENT "' 440 •Washington 98368 360/379 4450 • 360/379-4451 Fax JUN 4 �010 www.co.jefferson.wa.us/commdevelopment 'S$7Na� Master Permit Application MLA: /(� - -2 3 6 Project Description(include separate sheetse as necessary): / S t ry ` / q.Q.S. a�N e.g.. �J `-^, 11 g1 Q �a � / �Y lS.�i cL l`,K. e e x C'_ V1\_04---L G'vL Tax Parcel Number: 00 - 32•1 - O 12. Property Size:231 go9.5 ( square fee Site Address and/or Directions to Property: 437.2- S.D'rscove,tcy R.,00l loa��wNscNA, W 4. 963ta0 Property Owner(s)of Record:\ g\ 4.s l r'RA J Acob3d.,,a Telephone:3(Qo-385-2.75$ -Egaa ca11 360'30t- 362_3 email:KA/4 j @ c.ablespeed.Corn Mailing Address:425o 5.P;scovelty RoA4 I ?oRtTwr'ISer1c1, wA- 98369, Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: Wh t kind of Permit?(Check each box that applies 0 Lot or Road Segregation ©Building 0 Critical Areas Stewardship Plan ❑ emolition Permit / '' El Variance(Minor, Major or Reasonable Economic Use) t 'Single Family Ga .�: AttachedNjw etached 0 Conditional Use[C(a), C(d),or CI** ❑ Manufactured Home .0 Modu . - - 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑ Road Approach 0 Short Plat** ❑ Home Business ❑Cottage Industry 0 Binding Site Plan-- ❑ Propane 0 Long Plat** 0 Sign -- 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 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: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: 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. I 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 ny re uire ater inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of thew plicat n that or sh wants p for notice. Signature: _ Date:\vv4 c 1\,k , C-.y v V 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 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 h s been issued ill not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action ven if y are i .omplian with the Jefferson County development code.The Applicant adcnowle es that he,she or it holds individual and non nsfera espon b'ity for I. ' and complying with the ESA. The Applicant has read this di laimer and �and dates,it. Blow. Signature. \\\ Date: VII 1 te ) �U • • 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 contrCfgrs and that they will bi‘a as mI the responsibility of the General Contractor for the proposed project. Signaturek ! �` ", /`^ Date: 6 -tb- 1b S\' GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: . ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER • ARCHITECT/ENGINEER: �,�K 1)0 oke_ PHONE ( ) Fax:( y) MAILING ADDRESS: 4(pp1 1�1ASoro$t. Qef�1Twoe5 r I),]R . ►$36e. EMAILf, c�cQ ° SvRS oQ? R24 Project Type: Frame Type: Bathrooms: ,- Shoreline: Type of Sewage Disposal: X New X Wood Existing: ,, ❑ Sewer 0 Addition ❑ Steel Proposed: 3 Bank ❑ Community System Total: 3 Height:r4, 1 Individual Syste ❑ Repair ❑ Masonry SEP Permit# 1 ` El Alteration/Remodel ❑ Concrete. � 1 ^Zy ❑ Demolition ❑ Other: Bedrooms: iirWater Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 3 33( j Public Total: 3 Name of System: QXdbbN9 Q.u•D.-*1 SetoffCe 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 • A' If this is a Pro ane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank i Above ground Tank 2 Size of Propane Tank: Jr' OO 1AI. i Heat Stove Cook Stov� i Woodstove - Fireplace Ins) i Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactu ie Home? Yes /0 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 Eat Office Use Qliljr Alxlpt qt 'Revision Main Floor Heated ' EH Bld App Review: 3 Cjp ? 874 '1:' F ` % ConsistencyReview: `� --2�Floor Heated OCR Other Heated Base fee: 2 ' -3S - Mezzanine �.. ,:.:...:._ `, � V� ,1 _ ��1-Yu Q ake' 'C_[ k Heated Basement 1^5 Plan Check fee: Unheated Basement 11 State Surcharge fee: �bR �41� _ -- .�0 Other Unheated - Pot Water Review fee: 3 oo Garage/Carport SUBTOTAL 749 :z.z2? 3 Decks 911/Rd Approach fee: 987 L'xis •vLc 1 Other TOVAL: $ 7 2 3 _ I j 1‘ Receipt Number: // '7& /6 t C� Cash/Check Number:Date: J Fi 7 Z -ESTIMATED COST(REQUIRED) �•Fair market value of all labor and materials foundation to finish _ /J ,[/�.((� 4 / J-Da, +r. Initials: r.,.. •.,...__k 444444CllDA.fe444414\r1DTl LYID Ale\('....tee...r1DTl II.........\A(.........Dom...:.A....I:.....:....C'XI AS?.7...- 4111 J ! ! - .4 " t Ewv% �w rotecli g1,1Ateri,wi, ' ' ' OVE c,eotechwLcal° Ewvi,rowwtewtal. pro twage RDa %.!RMWATER PLAN SEP212011 June 30,2011 Karl Jacobsen JEFFE' •' cowry . .9 fl°"'I V ED 4250 S.Discovery Road DEFT.0f " '` • • ' ' '` Port Townsend,Washington 98368 SIGI' t �!!, 4IJG �%� 2C111 Reference: Drainage Plan for the roe located at 4372 S. DiscoveryRoad Jefferson County S property rty nvironmentei Healtr Port Townsend, Washington. Dear Mr.Jacobsen, Envirotech Engineering completed this drainage plan for accommodating the roof runoff of the house located at the referenced address. It was originally planned to utilize a dry well to accommodate stormwater runoff, and it is now proposed to tightline this water to the beach. The house will be located approximately 33 feet from the top of the bluff,and the bluff ranges from 14.5 feet to 17 feet in height. The peak design flow rate from the 100yr-24hr analysis that enters the catch basin was estimated to be, Q =0.071 cfs.Pipe design is based on the U.S.Department of Interior's"Measurement of Peak Discharge at Culverts by Indirect Methods."The design parameters for the culvert analysis is as follows: • Diameter=6 inches; • Area=0.1963 square feet • Length=40 feet; • Pipe Slope, S=0.33; • Pipe Material=corrugated; • Mannings Coefficient(n)=0.024;and, • Hydraulic Radius,R=0.17 A Type-5 flow was chosen because it was assumed that the culvert yields to inlet control, and is a conservative estimate for partially full flow under a high head. The Type-5 flow capacity equation is Q= (CdxA)[2g(h-z)1"/2,where: Cd=orifice coefficient=0.62 assumed because orifice (culvert opening) is sharp-edged A=pipe area=0.1963 sf g=gravity constant=32.2 f/s^2 z=dist between horizontal plane of pipe outlet and bottom of inlet=22 ft h=distance between horizontal plane of pipe outlet and hydraulic head =22.8 ft for Type-5 flow, h=1.5Dia+z Capacity flow from the above equation is Q = 0.87 cfs. Since the proposed 6 inch diameter pipe has sufficient capacity(0.87cfs>0.071 cfs),this diameter may be used. 4 ; PO gox.3215 1 S sectuivu., WasKwgtow98382 � Jr'si ; i '� Off: 360-681-4466 cell.: 30o-689-6045 E K: 360-275-4789 ewvlrotech@g eotech w%ca li w f o.covv. • • SOLID LID GROUND SURFACE 25 MIN FROM ROOF DRAINS 2FT MIN SHORELINE BANK 'MN 4' DIA. MI 6' DIA. CORRUGATED, SOLID PVC FLEXIBLE TIGHTLINE DRAIN PIPE FINE MESH SCREEN 11111111 12' CATCH BASIN ( - 20FT MIN 1 (YARD DRAIN) 3FT DIFFUSER TEE ROOF DRAINAGE DETAILS ry N.T.S. 3FT NOTES. 1. IT IS STRONGLY SUGGESTED TO UTILIZE A HEAT WELDED HIGH DENSITY POLYETHYLENE CHDPE) PIPE IN LIEU OF CORRUGATED PLASTIC PIPE. 2. IF PLASTIC PIPE IS USED, FREQUENT INSPECTION OF DRAINAGE SYSTEM (QUARTERLY), AND NECESSARY MAINTENANCE IS REQUIRED IMMEDIATELY. 3. HOLE DIAMETER SHALL BE 1 INCH FOR 6-INCH TEES, '' AND 2 INCHES FOR 12-INCH TEES. 0 4. HOLE SPACING SHALL BE EQUAL TO <1.5 X HOLE \` DIAMETER). �1 5. DIAMETER OF TEE SHALL EQUAL DIAMETER OF NO HOLES OPPOSITE TIGHTLINE PIPE. OF PIPE 6. IF FOOTING DRAINS ARE CONNECTED TO ROOF DRAIN RIECIEDIVIED SYSTEM, THEN BACKFLOW PREVENTERS ARE 000 o • REQUIRED TO PREVENT WATER FROM ENTERING THE DRILL HOLES o 0 0 IN FRONT HALF FOUNDATION AREA. , 0 0 0 0 OF TEE ONLY 3 FT DIFFUSER TEE DETAILS Jefferson County N.T.S. ;Enuironmente!Hearn P C SOLID LID r,,11hhhh,,1 , `\��` J /%� , ' j ter/ 43045 `-, - �7STlAi� ��` I 1 S -6 ♦� ■ t 7' KNOCKOUTS 1 I 4 SIDES 16. 14' 7' 1 / , PROJECT/ OWNER/ LOCATION, JACOBSEN DRAINAGE PLAN 4372 S. SCON 4372 S. 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