HomeMy WebLinkAboutHERITAGE HILLS BLK 5 LT 5Heritage Hills Block 5 Lot 5 #015-221-35 FEB 112013 ^` Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page ( of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: r93 P 17A -4 Or -t PID Number: V";— 2'z( —35- 1 Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: N New ❑ Upgrade Name: M r v l + 4~1-7, ABSORPTION FIELD V] Deep Trench El Shallow Trench E] Bed E] Mound Address ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade It 0, GPD/SF I.(7 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade i Ft. Gravel depth beneath pipe I% Ft. Subdivision ))� Block Lot Y rr *G 1 � /% �� S $ Fill added a ove od�inal grade i� Gravel length Township Range Section �3 � t. 5 Ft. Gravel width I Beds: Number of Lines 210 Ft. Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 'b-00 Ftp Ft. Well /� `g t! �o ,F I ! ,/ V� �/ /� ( TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufapturer(� � k-. Capacity I Surface Water /Vdr� I d t ,� n rp Al - t -r / 25-0 Gal. Material 1 S4 C=( Number of compartments ?-- Lot Line /0 r'4lQ f- NA Foundation /0f.- (c)t LIFT STATION Manufacturer Capacity Curtain Drain }( Gal. Remarks Pump on level at n. Pump off level at n. igh water alarm at in. Pump make and Electrical Inspections performed by Installer PIPE MATERIAL House to tank �� 3K Tank to ; b3 drainfield _94(Ltt�� YUCK N�NfotirH Drainfield 301-H CO/MT Inspector Ml h? - ,J ,� A BENCH MARK (Assumed elevation) /Dsir 2 ft Inspection . dates: 1 // !✓! 7i 2�a /! /v LIZ Location and descri tion p -- 3" 41h T -op W e (I (IA 4r r15 COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL amp OF Altq �s1@r Conditional Approval: Date h`Pg.�.....• °09 *"49T ..:.. ............¢, �• MICHAEL N. ANDERSON ;� P° I $ •. CE 94 9 Approved v G()vt•v Date ! 1 Iss��®�`" K nspection Report_9-1-12.doc Permit No. OSP121304 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: HERITAGE HILLS BILK 5 LOT 5 PID No.: 015-221-35 MARK A 8 I FCO 15 37----L--77--�C04 -------- \ TC01 TCO2 14 18 I 45 53 / // // \ LY9i Fr�f L. col 1 CO2 22 23 I 57 ! / / \� MIN. 50' FROM CURTAIN DRAIN CO3 33 68 I /// • / MT21 C04 72 I 116 MT1 36 73 MT2 54 98 MTS/ CO3 i CO2 C01 ,------- --_ TCO 0 TC01 __------ — FCO NEW HOUSE / /100' RADIUS 1 / BENCH, TOP OF WELL �` It ASBUILT SCALE: 1"=30r rm TGGI TG62 99.2 ICINALOF.Mi$ .�"`1111f MTI LL . A4P RG TH1.E50 GALLON Sma TAN 85••0 17,B ...... ... ..........................0 M :... ........... ............MICHAEL N. ANDERSON♦No. E Q 469 �SEPTIC ♦♦♦f•,2 [[//?,•„�.�•,�1 SECTIO N.T.S.41A.- EFSS(1�U �4 FROM :Alpine Drilling FAX NO. :907 345 0202 Feb.11 2013 03:37PM P1 Alpine Drilling & Enterprises Well Log Permit Number: #SW1VM Date of Issue: 10-&12 Parcel Identification Number: g� ?21 5 Date Started: 10-25-12 Date Completed: 10-27-1 Is well located at approved permit location? x Yes ❑ No Legal Description: Herdtage Hills Block 5 Lot 5 Property Owner Name & Address: Merrit Hames 1920 West Dimond Anchorage_ Alaska 04!Rtl4 Borehole Data; Soil Type, Thickness :& Water Strata From To Depth (ft)FDiwamctar: hod of DAIlin x air r g o ❑ cable tool ng type: steel Stick -W 0 2l Thickness:.250 inches Silt Gravelly silt 2 7 7 21 ¢ inches Depth: 239 feet r Type: Diameter: _ inches Depth: _„` feet silt 21 35 Casing sdckupasbove ground. 2 feet Static water level (from ground level): L4 feet gravelly silt 35 49 sant, silt 49 55 Pumping lava. -j feet after gravelly silt silt 55 78 78 115 2 hours pumping 15 Spm Recovery Rate: Lj pmgravedly method of Testing: air li silt 115 151 q+eu Intake Opening Type= silt 151 165 x Open End © Open Hole gravelly silt silty water sand & gravel 165 198 198 203 ❑ Screened Start _..— feet Stopped — feet ❑ Perforations Start _ feet Stopped _ feet Grout Type: he�tp *e Szonutes Volume; 2 -ba th. tart 0 feet SMed / gravelly sift silty water sand & gavel 203 237 237 239 Pump; Intake Depth _ feet Pump size _ hp Brand Name _ Well Disinfected Upon Completion? x Yes ❑ No Method of Disinfection: Comments; WATER QUALITY TESTING Coliform Col/100ML Well Driller: Alpine Drilling & Enterprises PO Box 110496 i Nitrates 3 • I mg/L Arsenio N4 _ ug/L Anchorage it 99511 Pump Installation Date: 1/23/2013 Pump Intake Depth Below Top of Well Casing: 225 feet Pump Manufacturer's Name: Orundfos Pump Model: 10 SQE-15-330 Pump Size 1.5 hp Pitless Adapter Burial Depth: 12 feet Pitless Adapter Manufacturer's Name: Campbell B-10 Pitless Adapter Installer: N/A Well Disinfected Upon Completion? 0 Yes ❑ No Method of Disinfection: Comments: Pump Installer Name: Aarow Pump & well service, LLC P.O. Box 110496 Anchorage, AK 99511-0496 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Development Services Department Building Safety Division • On -Site Water & Wastewater Program ¢" 4700 Elmore Road P.O. Box 196650 a Mark Begich Anchorage, AK 99507 Mayor www.muni.org/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW 121304 Date of Issue: 1016/2012 Parcel Identification Number: 01522135000 Legal Description Property Owner Name & Address: Lot 5, Block 5 - Merit Homes Heritage Hills 1920 W. Dimond Blvd., Suite F Anchorage, AK 99515 Pump Installation Date: 1/23/2013 Pump Intake Depth Below Top of Well Casing: 225 feet Pump Manufacturer's Name: Orundfos Pump Model: 10 SQE-15-330 Pump Size 1.5 hp Pitless Adapter Burial Depth: 12 feet Pitless Adapter Manufacturer's Name: Campbell B-10 Pitless Adapter Installer: N/A Well Disinfected Upon Completion? 0 Yes ❑ No Method of Disinfection: Comments: Pump Installer Name: Aarow Pump & well service, LLC P.O. Box 110496 Anchorage, AK 99511-0496 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP121304 Tax Code Number: 01522135000 Work Type: Septic Initial Permit Effective Dates: October 10, 2012 to October 10, 2013 Design Engineer: ANDERSON CONSTRUCTION & ENG'G Subdivision: HERITAGE HILLS Site Legal Address: HERITAGE HILLS BLK 5 LT 5 G:2737 Owner/Address: ANDERSON MICHAEL N 50% & SCHUTT DALE T 50% 4661 NATRONA AVE ANCHORAGE AK 995160000 Site Mailing Address: 12290 TRACY RD, Anchorage Lot Size in Sq Ft: 23200 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either. A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel 1. D. C9 ( S— 22.1 — 3 Property owner(s) P/i-e r u , f 14oyn r s Day phone Mailing address Site address Legal description (Sub'd., Block & Lot) Al rr, { e ae_-� 9 // S a S- L. 19 -- Legal-' Legal description (Township, Range & Section) Lot Size Z`3, 2ot2 Sq. Ft. APPLICATION IS FOR: (® all that apply) Absorption Field [[ Septic Tank Single Family (SF) p Holding Tank ❑ Privy ❑ Private Well 9 Water Storage ❑ Number of Bedrooms q APPLICATION IS AN: TYPE OF DWELLING: Initial 2 Single Family (SF) p (w/wo ADU) Upgrade F-1Duplex (D) El ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or Permit/Rush Fees: aO0— Waiver Fees: _ Date of Payment: 0dI_)1No_k C IS Date of Payment: Receipt Number: )moi ea 11 Permit No. c6eiavioy Permit App_9-1-12.doc Receipt Number: Waiver No. Michael N. Anderson, P.E. Civil/Structural Engineering & Construction 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 Aug 12, 2012 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Heritage Hills Subd. Blk 5, Lot 5 To Whom it may concern: This is a request for a new 4 bedroom septic system and well permit. A test hole was excavated along the north property line and found silty -sandy gravels, SM/GM for the entire 17 foot depth. No water was observed during the excavation or after the 7 day monitoring period. The Pere rate was measured at 14 minutes per inch. The new system will consist of a 48 foot p trench for both the primary and secondary system, see the site plan. LunS Several surrounding lots are vacant, but they will not be impacted by this new 4 bedroom system. The slope is flat, then gradually slopes down about 10 percent to the northwest with no cut banks or open water with 200 feet. Please call me if you have any questions. ely04t Michael N. Anderson, P.E. DESIGN CRITERIA: (THNI ) 4 BDRM X 150 = 600 GPD—o9 SOILS = 600/0.8 = 750 GPD 750 GPD/16 = 47- (1) TRENCH 10.0' DEEP 8.0' EFFECTIVE 2.0' WIDE 47' LONG MOUND OVER GRADE —10.0-L --- I� 2.0' 1 I SEWER ROCK 17 LJ BOTTOM OF HOLE SEPTIC FIELD SECTION I \ \ r VACANT VACANT IkPTC i • \ \ PROPOSED \ DRAINFIELD PROPERTY LINE �� r — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — ` — PROPOWELL�DO' I N i c` SEPTIC RADIUS, TYP PROPOSED NEW I % SEPTIC AREA I ii \\ //""SEPTIC {� y SEPTIC ` i r __ I SEPTI PROPOSED LOT 3 N'—Ir 4 WELL RADIUS,TYP Septic Design Prepared for CHRIS PETERSON-MERRIT HOMES HERITAGE HLLS SUBD. BLK 5, LOT 5 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 4661 NATRONA AVE. DRAWN: ANCHORAGE, ALASKA 99516 PH 345-3377 / FAX: 345-1391 SCALE: 9/10/2012 DJR 1"=100' SEPTIC 1 PROPERTY LINE T ---I------- ------------ I��r- PTS vwgs 77p/a f + 1 20' STORM DRAIN EST. L------ --- -----------� 10' T&E EST. �'� ���• r 10' T&E EST. r— — — — — — — IS1'rO" 10' PROPERTY LINE . BE BY I 101 TO NE r. PROPOSED DRAINFIELD PROPOSED 1250 GALLON SEPTIC TANK PROPOSED SEPTIC AREA FOR LOT 4. I I I ���-- s-- co ----- iMT 2 � � C' CO ' co 'CO TCO co �APPROX LOCATION OF CURTAIN DRAIN GOING EAST PROPOSED 4 BEDROOM HOUSE PROPOSED WELLS FOR LOTS 4 & 5. T1l.TIT_191ike]l Septic Design Prepared for CHRIS PETERSON-MERRIT HOMES HERITAGE HLLS SLIBD. BILK 5, LOT 5 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 9/10/2012 4661 NATRONA AVE. DRAWN: DJR ANCHORAGE, ALASKA 99516 PH 345-3377 / FAX: 345-1391 SCALE: 1"=30' �tE OF AC.d Municipality of Anchorage �A ha Development Services Department 00 /:• ENCOUNTERED? COUNTE ED9 Building Safety Division On -Site Water and Wastewater Program ,• "' 4700 Elmore Road �• // P.O. Box 196650 Anchorage, AK 99507 •�• www.ci.anchoraae.ak.us 0 r^ (907) 343-7904 f Soils Log - Percolation Test I" Performed For: 1/t"r Yff) T /' t"'r4' �j Date Performed: Legal Description: P rrt �- e,C� Arr e-5 B S �" Township, Range, Section: 1 11 15- 16- 17� 18- 19 - COMMENTS t ` �Z Otl40'h'e 0%A4 M a WAS ATER ENCOUNTERED? COUNTE ED9 0 S IF YES, AT WHAT DEPTH? E Depth to Water After 41){t D Monitoring? e- E Date:(s� �/7�� F7 IDOMSUP111k' •...••........... MICHAEL N. ANDERSON ; CE�949 ¢9z. Site Plan 10ZArS, w ycrriyl k& ,cr0( PERCOLATION RATE (({ (minNeAno) PERC HOLE DIAMETER TEST RUN BETWEEN SFT ANDFT PERFORMED BY: N(f�,/�t I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9' N r 2... • Municipality of Anchorage Onsite Water and Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. �!s 7.a't� — �s Expiration Date: 3 1. GENERAL INFORMATION , r Complete legal description 11 �� a s� 1 i 5 <5 k 5- s _Location (site address) Current Propertyowner(s) T r r IJV w 4 Day phone Mailing address 'Real Estate Agent 2. TYPE OF DWELLING: Single Family (w/wo ADU) Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Received b44A= .COSA to be released to the Day phone L4 I TYPE OF WASTEWATER DISPOSAL: 9 Individual 1, a ❑ Holding Tank ❑ ❑ Community ❑ ❑ Public Sewer ❑ requested by the engineer. Date: COSA Fee $ (.4' v o Waiver Fee $ Date of Payment Z /� C Date of Payment Receipt Number ( (c(3 loop 3 Receipt Number COSA# OSG1310g0 Waiver# . 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outtided in the, Certificate 'of On Site Systems Approval Guidelines for. this application; dhows that the on-sfla-miter supply and/or wastewater disposal system is (are) safe, functional and adequate for the'.number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ` ordinances, and regulations in effect at the time of installation. . Name of Firm t4i (, or (AV -1 Phone^' 3 A s. 33 Address (D') h(a i ra.1.ti A.v er Engineer's Printed Name ,T t, , ;4tAe,r4 sV1 LP F , Date /3 OF A�t�4a j yt: 49TH; °d 6. :DSD SIGNATURE �•.• ...•. • :...� /..: �.......... _ System #7 Approved for bedrooms. �o • micr *ANDr escnr ; System 02 Approved for bedrooms. �� `�, •. CE- 46/,yyy 2 Disapproved. �F©P V Conditional approval for bedrooms, with the following stipula6o����`•'� By: Original Certificate Date:; The Municipality of An horage Development Services Division (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an Independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work, 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other If more than I a ptk system Is on the lot: COSA Chest # _of Stricture served by this system Certificate of On -Site Systems Approval Checklist Legal Description:.- o �(� ✓1 k, T- Lv F Parcel ID: 0 / S— z 21 A. WELL DATA Well type V0vk.4-c-- If A. B, or C provide PWSID # r Well Log (YM) _ Date completed 14 ilLSanitary seal (YIN) `Y Wires properly protected (YM) Total depth Z ft Casedto 1ft.. Casing height (above ground) 30 in. FROM WELL OG Date of test F`� z ? 2 Static water level l 4r 3 ft Well production 9— p.m-WATER SAMPLE RESULTS: AT INSPECTION ft O.P.M. Cofiformt0oug/L.! lonies/1 DO mL ; NitrateArsenic Date of sample. 2 3 Collected by: $. SEPTIC/HOLDING TANK DATA Tank Type/Material Date installed Tank size / 2,s0. gal. Number of Compartments _2— Cleanouts (Y/N) Foundation cleanout (YIN) Depression over tank (Y/N) ._JL_ High water alarm (YIN) Date of pumping % YUJ Pumper hfz;o C. ABSORPTION FIELD DATA 1 Date installed Soil rating (g.p.d./f0 or ft'/bdrm) Q., Sf System type tD-eeo A—r*nc t, Length r ft Width Z r a ft,V Gravel below pipe D ft. Total depths ft. Eff. absorption area �fe . Monitoring tube Depression over field Date of adequacy test / Results (Pass/Fall) / For bedrooms Fluid depth in absorption field before test __,-� in. Water added/ gal. New depth / in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. .Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date - D. UFT STATION Date installed `Pump on' level at. in. i Size in gallons _ o Access (Y!N) dam level at in. High water alarm level at In. Cycles tested Meets alarm & dreuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot l 0 0 On adjacent lots ' 0 d L Absorption field on lot 1/ t,, r f On adjacent lots Public sewer main i`i L/ b Public sewer manleicle nout Sewer /septic service line S d > Holding tank /y Animal containment areas /o a r)L - Manurelaniinal excrete storage areas 08 r� SEPTICIHOLDING TANK ON LOTTO: Building foundation t 01 Property line - t 0 r- � Absorption field tri r Water main Water service line � r S d f Surface water Wells on adjacent lotslei ABSORPTION FIELD ON LOT TO: Property line l 0 Building foundation /0 Water main r r !— Water Service line > r1 i— Surfaoe water i L2 d {— Driveway, pad3ngivehide storage 5 D r Curtain drain Wells on adjacent lots -LOLL S17' Out PAA4, F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that i have determined throughfield inspections and . review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Date COSA brown sheet 10-10-12.doc 140.00' S89' 59'00"E 10'T&E ESIAT F— — — — — — — — — — — — — T — — — U, I C.O. ........... EXISTING ... ...... HOUSE 'b ......... .......... DRIVE ................ .. .. . ......... 163-78, 879°12, 00" WELL 0 131st AVENUE 7 0 < I 4 0 UNDER NO CIRCUMSTANCES SHOULD AN AS—BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL UABIUTY ONLY FOR THE COST OF THE SURVEY. LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. L1 LOT SURVEY SURVEY TYPE SYMBOLS El FOUNDATION AS—BUILT Q FINAL STRUCTURE AS—BUILT • SET REBAR ASPHALT 7= W DRAINAGE ❑ PLOT PLAN ... AS—BUILT ... LOT SURVEY ... TOPOCOIAPHY 0 FOUND REBAR 9 9 a WOOD FENCE CONCRETE AS—BUILT... NO C(XtN(EfZS SET M REOMTACATON AS—WILT ... NO CORNERS 00 a ASSUMED ELEV. I( METAL FENCE WOOD DECK PLOT PLANS & LOT SURVEYS NOTE: IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS, TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. SURVEY CERTIFICATION Prepared by PLOT PLAN OF j�rr+ Robert E. Johns, Jr. & Assoc. I honMy Mottly Mat I I,Mo PhAkMy �Ad the l-tdo mddwoffbQIMr000,and ftkI 41% ......... `rlk Professional Land Surveyors beet my Air 1700 Brink Drive. ANCHORAGE, ALASKA 99504 =omd�a o""onsIon. Nno mmn AV• Scale; 1 1, = 40' Rec. Lot S.F. Rec. Plot File No. FOUNDATION AS—BUILT ; 1% 10 ' - " " * ..... i0o 1. Roloon e hobyomrftttot 1 0-7. - -7 0 Date Surveyed: Drawn la Checked lo . ...... ....... . ... ... ............ a 20B��E�R Zl� - e 1/14/13 Y' REJ JMK X- �J' R. Date Drawn: 1/14/13 Grid: 2737 W.O. 1 3-1 3 Mot ond oo&o*MMft oxiot W. otho� -P lo FINAL STRUCTURE AS—BUILT 4 Ftown, L lohaw *�. honky owufy Mat if •0 % #* Legal Description: Tune porionMW m A&­Bult �y of Ito s Moo lotand Mat all Mof�. -e ....... ... a Lot 5 BLOCK 5 ,=m I.,MMW . h. 'e'0fess not HERITAGE HILLS