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13-101788< r A . rkf of Federal#ay Community & Econ. Dev. Services 33325 8th Aft S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: WYNSTONE EAST LOT 68 Project Address: 802 SW 339TH ST f Ouilding � pgle Pa�. Permit #: 13 -101788 -00 -SF Inspection Request Line: (253) 835-30�0 Parcel Number: 957850 0680 Project Description: NEW - Construction of a 1,697 square foot, 1 -story, single-family residence with a 944 square foot basement, 19 square foot covered entry, and a 437 square foot attached garage. Includes plumbing & mechanical. ***3 Bedrooms; $361,950 estimated selling price" Owner ARRI*cant Contractor Lender LENNAR NORTHWEST INC LENNAR NORTHWEST INC LENNAR NORTHWEST INC OWNER IS LENDER 12815 CANYON RD E SUITE F 12815 CANYON RD E SUITE F LENNAN1893QG (11/7/13) Plumbing to be Included?......................................Yes VANCOUVER WA 98686 VANCOUVER WA 98686 12815 CANYON RD SUITE E Bathtubs ......................................... family) Dishwashers................................... PUYALLUP WA 98373 Laundry Washer Outlets................ 1 Census Category: 101- New Single Family House Includes: #1 #2 #3 #4 Occupancy Class. R-3 Construction Type: Type V - B Occupancy Load:- oadFloor Type V - B FloorArea . ft. 2,750 0 0 0 Additional Permit Information New / Additional Sq. Feet -1 st Floor....................1697 Occupancy # 1- Area (Sq. Feet).............................2750 New / Additional Sq. Feet - 3rd Floor....................0 No New / Additional Sq. Feet - Basement...................9" Furnaces ......................................... Occupancy #1 -Construction Type. ....................... Type V - B New / Additional Sq. Feet - Garage ......................437 19 Occupancy #1- Class.............................................R-3 Plumbing to be Included?......................................Yes Zoning Designation...............................................RM Occupancy # 1 - Use ............................................... Residence (1 or 2 Bathtubs ......................................... family) New / Additional Sq. Feet - 2nd Floor...................0 Occupancy # 1- Area (Sq. Feet).............................2750 BasicPlan?........................................................... No New / Additional Sq. Feet - Deck..........................0 Furnaces ......................................... Mechanical to be Included?...................................Yes Gas Piping ...................................... New / Additional Sq. Feet - Other .......................... 19 New / Additional Sq. Feet - Total .......................... 3097 Zoning Designation...............................................RM 3600 Mechanical Fixtures Ducting ........................................... 1 Fans................................................ 7 Fireplace Inserts............................. 1 Furnaces ......................................... 1 Gas Piping ...................................... 3 Hot Water Tanks ........................... 1 Plumbing Fixtures Bathtubs ......................................... 2 Dishwashers................................... 1 Laundry Washer Outlets................ 1 Lavatories....................................... 5 Showers.......................................... 2 Sinks............................................... 1 Water Closets ................................. 3 Hose Bibbs..................................... 2 PERMIT EXPIRES Sunday, December 22, 2013 Permit Issued on Tuesday, June 25, 2013 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington of f=ederal Way. Owner or agent: Date: �x=� 4. Federal Way PERMIT #: • THIS CARD IS TO MAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 13 -101788 -00 -SF Address: 802 SW 339TH ST Project: LENNAR NORTHWEST INC FEDERAL WAY, WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card ❑ Final Erosion Control (4375) Approved By Date ❑ Final - Building (4050) Approved By V-4 Date tt- ❑ SWM Precon Site Mtg (440) ❑ Gypsum Wallboard Nailing Approved to install mud & tape Initial Erosion Control (4365) ❑ Footings/Setback (411 0) FB:y Approved By To be done prior to breaking ground By Approved to place concrete By Date By Date By *A(3 Date 16 Q ' 3 ❑ Final Erosion Control (4375) Approved By Date ❑ Final - Building (4050) Approved By V-4 Date tt- ❑ Foundation Wall (4115) ❑ Gypsum Wallboard Nailing Approved to install mud & tape Drainage/Downspout (4040) ❑ Plumbing Groundwork (4190) Date Approved to place concrete By Approved to backfill By Approved to cover By Date I By Date BAGS Date t By � Date Underfloor Framing (4285) Floor Sheathing (4105) Slab/Concrete Floor (4255) Approved to place concrete Approved to sheath floor Approved to install flooring By kA4 Date In f 31 13 By Date By Date Shear Walls (4245) Rough Plumbing (4230) Roof Sheathing (4220) Approved to install siding Approved to install roofing Approved By V g Date 11 1 3 113 By Date _ - Date 2 2G Fire/Draft Stops (4095) as Piping (4125) Mechanical Rough -in (4165) Approved Approved to release test Approved B C Date l B I G Date( j `� f By� Date( -L r'� Framing (4120) Approved to insulate Interim Erosion Control 4370 ( )EFZED[Eaft o scheduling a Framing inspectio:,m]d Approved Plumbing &Mechanical Rough-i By Date Stop inspections must be signed-o approved. IBC 109.3.4 By Date ❑ Final Erosion Control (4375) Approved By Date ❑ Final - Building (4050) Approved By V-4 Date tt- ❑ Insulation (4150) Approved to install wallboard ❑ Gypsum Wallboard Nailing Approved to install mud & tape By Date By Date Date By Date By ❑ Final - Mechanical (4065) Approved ❑ Final - Plumbing (407 Approved By Date 41,1114 By � Date ❑ Final Erosion Control (4375) Approved By Date ❑ Final - Building (4050) Approved By V-4 Date tt- ❑ Rough Electrical Approved ❑ Final Electrical11Right Approved of Way Approved By Date By Date By Date s• �" Federal Way PERMIT NUMBER 1 3— REC#VED 1;x,242013 -�( OF FEDERAL WAY -o-1 -7-S - PERM IWPPLICATION 4f 3 01-7 .5 S F TARGET DATE—Y,/7IV SITE ADDRESS SUITE/UNIT # 802 SW 339th Street PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL # $ 145,255.00 RS7.2 _ _ _ _ 957850 _ 0680 TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Wynstone East Lot 68 Construct new SFR PROJECT DESCRIPTION Detailed description of work to be included on this permit only NAME PRIMARY PHONE PROPERTY OWNER Lennar NW Inc. 253-590-2231 MAILING ADDRESS E-MAIL 12815 Canyon Rd. E., Ste. F kacia.kelly@lennar.com CITY STATE ZIP Puyallup WA 98373 NAME PHONE Lennar NW Inc. 253-590-2231 MAILING ADDRESS E-MAIL CONTRACTOR 12815 Canyon Rd. E., Ste. F kacia.kelly@lennar.com CITY STATE ZIP FAX Puyallup WA 98373 253-446-6751 WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # LENNAN1893QG 11/ 07 13 120-13-100182-00-131- 0-13-100182-00-BLNAME NAME PRIMARY PHONE Lennar NW Inc. 253-590-2231 APPLICANT MAILING ADDRESS 12815 Canyon Rd. E., Ste. F E-MAIL kacia.kelly@lennar.com CITY STATE ZIP FAX Puyallup WA 98373 253-446-6751 NAME PRIMARY PHONE PROJECT CONTACT Kacia Kelly 253-590-2231 MAILING ADDRESS 12815 Canyon Rd. E., Ste. F E-MAIL kacia.kelly@lennar.com (The individual to receive and respond to all correspondence CITY STATE ZIP FAX concerning this application) Puyallup WA 198373 253-446-6751 PROJECT FINANCING NAME N/A - Owner Financed OWNER -FINANCED Required value of $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a part of this application. SIGNATURE: DATE -13 PRINT NAME: Kada kelly Bulletin #100 - January 1, 2013 Page 1 of 3 k:\Handouts\Permit Application GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF MECHANICAL WORK MECHANICAL PERMIT Lakehaven Lakehaven $ None $ 4,800.00 Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing ixtures to remain. AIR HANDLING UNITS 7 FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER 2 BATHTUBS (or Tub/shower Combo) FIREPLACE INSERTS HOODS (C—rciai) 3 TOILETS BOILERS 1 FURNACES 1 HOT WATER TANKS (c-) URINALS COMPRESSORS DRAINS GAS LOG SETS REFRIGERATION SYST VACUUM BREAKERS DUCTING 3 GAS PIPING WOODSTOVES WATER HEATERS (Eleoho) GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF PLUMBING WORK PLUMBING PERMIT Lakehaven Lakehaven $ None EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? None $ 7,900.00 Indicate how many of each type offixture ❑ Yes 4 No to be installed or relocated as part of this project. Do not include existing res to remain. 2 BATHTUBS (or Tub/shower Combo) r LAVS (Hand Sinks) 3 TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS 2 SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS - . fit` -PROPOSED SINKS (Kitchen/Um,<y) WATER HEATERS (Eleoho) TOTAL 3,187 3,187 2 HOSE BIBBS t Y(�)ryy/yam "x01 1 SUMPS 1 WASHING MACHINES 1-7 TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS None Lakehaven Lakehaven $ None EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? None 5,158 0 Yes d No ❑ Yes 4 No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE 1404 In Square Feet a Stories ��� < ry; rQ'. 1,697 1,697 :x `, r h e FIRST FLOOR (or Mobile Home) None - E ADDITION COVERED ENTRY None 19 19 COMMERCIAL - REMODEUTENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction # of Additional Information in Square Feet Upe Stories GARAGE 56 CARPORT ❑ None 437 437 ZOr?`�§�i'%V(• i ` - . fit` -PROPOSED __ - rMSTING Area Totals - TOTAL 3,187 3,187 _ _--•_-• t Y(�)ryy/yam "x01 1 - ----ft ESTIMATED SELLING PRICE $ 361,950.00 1 # OF BEDROOMS 3 COMMERCIAL - NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction # of Additional Information In Square Feet a Stories ��� < ry; rQ'. . 3• , sr r, . ',«.� :x `, r h e .x .,,r - E ADDITION COMMERCIAL - REMODEUTENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction # of Additional Information in Square Feet Upe Stories TENANT AREA ONLY 111105i II 4 - Bulletin #100 — January 1, 2013 Page 2 of 3 k:\Handouts\Permit Application OJUL 16 FM Kinmy Department of Development and Environmental Services Building Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 Web date: 04/26/2007 This certificate provides the Public Health - Seattle & King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposals. Do not write in Number ✓ 'Building Permit ❑ Short Subdivision J Applicant's name: _ Name Ed Preliminary Plat or PUD AP ❑ Rezone or other: AI %Af&Y CD5 Ji Proposed use:�►� �-awmLf Location (attach map and legal description if necessary): l4PNl�MS9 d6 g ,�. t r700 ScZ C M-\PU-S ©ZW6 il• J 1. ❑ a. Wate, can be provided by service connection only to an existing (size) wat hat is feet from the site. OR I IN (h b. Water service will require an improvement to the water system of: (1) +/.. Q feet of water main to reach the site; and/or (2) The construction of a distribution system on the site; and/or MU 5T at AQ -6 � g i ] (3) Other (describe): CO KKA tf+ OEVEWE R 4 2. a. ALT' plan. The water system is in conformance with a County approved water comprehensiver OR1VA-'1 0>,1, ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) 3. a. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city, or is within the County approved service area of a private water purveyor. OR ❑ b. J 4. 19 a. 10 Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant / -5-m 14 364 feet from the building/property (or as marked on the attached map): Rate of flow at Peak Demand: ❑ less than 500 gpm (approx, _ gpm) ❑ 5o0 to 999 gpm ❑ 1000 gpm or more ❑ flow test of gpm ❑ calculation of gpm Duration: ❑ less than 1 hour ❑ 1 hour to 2 hours t@ 2 hours or more Other: c f}ytkG{{��� (Note: Commercial building permits which include multifamily structures require flow test or calculation.) Water system is not capable of providing fire flow. a. OR Water system has certificates of water rights or water right claims sufficient to provide service. ❑ b. Water system does not currently have necessary water rights or water right claims.. ✓ Comments/conditions: WATVX SIC4Wi.CC CONNFrCjtb� I Aelrgc6p--l�ct_ S (J► W I certify that the above water purveyor information is true. This certification shall be valid for one ye'a`r from date of signature, LAKEHAVEN UTILITY DISTRICT }(�� f��Z.sb tv Agency name Signatory name 7/1 Title Date 3$ Highest In _ Pressure Zone, Elevation of Property Lowest ,✓ Est. Pressure- r46 -psi Min. Max. The District, at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. Water availability form Rev. 05-19-2003 Pago 1 of 1 Page 2 of 2 r r r CP OD ` o0 0o CO cc ,8 8 ,r8 a _ Cp t1pe- 12 r (t- 12 aolI Cp r 00 t � ;rte '1. r I \ $ j % �ti t N 4 aot �,r ydrants: +; i 360 —'cy X 00 tl�tGi main: +1 5 rC ti 8 8 8- 8 I f L 001 ,.�f r ' � � $ .:� � �•� � — 00 I r , � ``�•` rr 8 Ck r C 407(1 CO 2006: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. http://coluinbia/lion/map.aspx 7/13/2012 LAKEHAVEN UTILITY DISTRICT llydraulie Model Fire Flow Estimate Request/Reporting Form Requc�tcd By: KRB Date: 10/19/1999 Location to be Modeled: SW 344"11 ST & 12 AVE SW (approx.) Lakehaven V, sectio, Grid: G- l I Intersection: SW 344rn / 12"' SW Add. Description: See attached map Pressure Zone: 538 Results By: Date: Model Run No.: JCB (form update 3/17/11 10/22/1999 Master water System Model 2007.net 131A) FF #133 Condition Pressure (psi) Flow (gpm) Static 46 0 Fire Flow - 20 3000 NOTES: Lakehaven's adopted level of service goals for fire flow rates are 1000 gpm within single family residential areas (including duplexes) and 2500 gpm for multi -family, commercial, industrial areas. Model results depict the theoretical performance of the water system under high demand conditions and are not guaranteed to represent actual system performance. A design professional should be consulted for site specific design purposes. The calculated fire flow capacity in the above table is based on a currently available residual system pressure of 20 psi at the location modeled. The model indicates that Lakehaven's standard maximum allowable velocity of 10 ftJs is exceeded at a fire now rate above 2500 gpm. Fire flow capacities greater than 2500 gpm may be accommodated through water system improvements. Form Rev. 5/30/08 SW..7�t11H 5T. uf/ 0 LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Kathy Brown Date: 03/18/98 Hydrant Location: SPE' attached site plan 1/4 Section: G-11 Intersection: 10th Ave SW & SW Campus Drive Add. Description: 20 6300 NOTE: The fire flow analysis was performed at the 10" pipe crossing near 10th Ave SW and Campus Drive. On-site fire flow estimates would have to be determined during design of the water system improvements. This fire flow rate will cause velocities in excess of 10 f/s within the water distribution system and pressures in some areas to drop below 20 psi. A faire flow rate less than 3200 qpm will maintain flow velocities below 10 f/s and system pressures above 20 psi. There is no guarantee that the Hydraulic Model results will represent actual system performance. Model results depict the theoretical performance of the system under }sigh demand conditions. Field measurements should always be obtained for design purposes. 03/2_0/98 95LUDSFF.INP FF1163. John Bowman --�-� Conditioli' Pressure (psi) F]_oW (gpm) Static 91 0 Fire Flow 20 6300 NOTE: The fire flow analysis was performed at the 10" pipe crossing near 10th Ave SW and Campus Drive. On-site fire flow estimates would have to be determined during design of the water system improvements. This fire flow rate will cause velocities in excess of 10 f/s within the water distribution system and pressures in some areas to drop below 20 psi. A faire flow rate less than 3200 qpm will maintain flow velocities below 10 f/s and system pressures above 20 psi. There is no guarantee that the Hydraulic Model results will represent actual system performance. Model results depict the theoretical performance of the system under }sigh demand conditions. Field measurements should always be obtained for design purposes. 0.3 Ec c• / y. 28' as )1t �,s.,.,�t•eTi.�-�� Z 40 _s 49 50 SAO-\` ���. `�./ - ♦ 81 .01 61 $4 ♦5' `\ 26 J4•_KM � .� �• „tri Y TW Hyl I' a J, JJ J- , J J .'J J J , 4. 11J 57 reo I 61 J C 25 24 =0` 16 62 63 , � 23 28 22 0 54 21 i% 27 J J' 52 20 lop 1 28 '''' i9 3 43 �. St yl ��� J 119 30 so J- 312 16 15 17 FACILITY _MAP O 42 31 S A4 46 '` ��\ 41 •� 0.��9O' 49 {SVA 4 6 32 0 47 1 39 'co 34 33 47 46 48 ��� 46 N 64-i NYE s 0 0 100 xtaE nrte�mu�roria'rt Biu i PWiRNIRiO 16p SrMO'N •CC' t_AKEH AVEN G-1 UTILITY ���u� 5D o1 Was T R 1 C T 31627 st PROPERTY/LOT LINE RIGHT OF WAY LINE 38.82' ROAD CENTERLINE MAX HEIGHT 10.0' EDGE OF PAVING/CURB LINE CONTOUR LINE '- '3p2_ STORM DRAIN CATCH BASIN SW21'42"W 15.22' STORM DRAIN LINE D SANITARY SEWER MANHOLE SANITARY SEWER LINE - - - -� SANITARY SIDE SEWER LINE SS CLEAN OUT WATER METER WM WATER MAIN LINE —W— FIRE HYDRANT FH AIR VACUUM VALVE ASSEMBLY NATURAL GAS STUB ® G POWER STUB op CONCRETE 17 NEW IMPERVIOUS/DRIVEWAY ° ROOF DOWNSPOUT CONNECTION -------•------- LOCATION, CONTRACTOR I RETAINING WALL POINT OF MEASUREMENT Q POINT OF ELEVATION • SILT FENCE - - LOT SIZE = 5,158 SF IMPERVIOUS COVERAGE: TOTAL IMPERVIOUS: 2,937 SF ROOF: 2,536 SF DRIVEWAY: 321 SF WALKWAY: 35 SF PATIO: 45 SF BSBL FRONT: 10• GARAGE: 20' FROM R SIDE: 5' REAR: 5' LOT ADDRESS: 802 SW 339TH STREET FEDERAL WAY, WA 98023 LEGAL DESCRIPTION LOT 68 OF THE PLAT OF WYNSTONE EAST, RECORDED UNDER AUDITOR'S FILE NO. 20121205001817, RECORDS OF KING COUNTY, WASHINGTON. ROOF DOWNSPOUT CONNECTION $82'20'03"W REINFORCED FILL ROCKERY 38.82' MAX HEIGHT 10.0' 7.5• 63 SW21'42"W 15.22' PSDE 62 - - - -� I � RD T- II DC 7.5' BSBL DS SO 2'x10' PERFORATED �PAT10 PIPE CONNECTION TRENCH t 33 7. DS t ''I PER 2009 KC SWDM P a C I FIGURE C.2.11.A APPROX.' I ° LOCATION, CONTRACTOR I : t TO FIELD LOCATE I tet' EAVE (p I t N ml 2641 B 1 _ io o 322-- t -t- 67 69-+- --- 328-- ''F _ I- -� - 1 - -- --- ---3 it-- II I POWER STUB GARAGE L (APPROX 'I P I r LOCATION) I i 9.97' 20• GARA _ R� - 7.5 GAS STUB _.- J (APPROX II I II LOCATION) B58L D$ N DS 10 SS o GONGRETZ o WM I ROW DRIVEWAY N a o SILT FENCE 4— �- SIDEWALK PLANTER SCRIP 330 10'x5' WATER W EASEMENT CURB RAMP i r�W 3391'"S�EEr PROPOSED L=58.44' i (,i ('J'I{ V) CONTOURS R=1215.50 D=02'45'18" 8p APR lYJ- 2013 01 -JY OF FEDERAL Ilf CCAS Vmsg,led BMS 5cateScale.,Q�GHgV.T� 18215 72ND AVENUE SOUTH For: prom Al Horizontal KENT, WA 98032 LENNAR NORTHWEST INC. i'-20' 'V (425)251-6222 12815 CANYON ADE STE F c^Bekaa BMs (425)251-8782 FAX ayo—a BMs Vertical 1. �_ CIVIL ENGINEERING. LAND PLANNING, PUYALLUP, WA 98327 N/A G`TrryCEN.10�' SURVEYING, ENVIRONMENTAL SERVICES (253) 590-2205 0,,j.3le 13 I3 File: P:\16000s\16305\lots\16305-Wynstone Lots.dwg Plot Date/Time:4/22/2013 1:31 PM AJONES Title: RESIDENTIAL SITE PLAN WYNSTONE-LOT 68 PARCEL 957850-0680 MAP 0 m D v D7 m m O o M M m Z CO PLAN w Job 0 70 m p 16 D �Q m O � co 1