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PE-1037-76 (2)
TO WHOM IT MAY CONCERN nd :'lim � 1, ' lie Ot +Y•IC I. <3 I CCIUNTY ENGINEER ROBERT 5. TURNER COUNTY ENGINEER S l•/LK.LXE ,« uisatzNOTON !11)2111 November 30, 1978 RE: Streets in Ridgemont A44i-t -i.on 1eDacZ a- go Aa t tt 03'1 3'1 The roads in Ridgemont Addition have been inspected and approved for acceptance by this office. The public hearing before the Board of County Commissioners for consideration of establishment of the roads for maintenance per Chapter 36.81 R.C.W. will be set in the near future. Yours very truly, Robert S. Turner, P.E. Spokane County Engineer • SILLZ- Verril male Office ngineer Spokane County Of Engineer's N. 2521 Flora Rd Spokane, Washington Attention: Verle Smale Dear Verle, November 30, 1978 Per our conversation on 11- 29-78, in regards to Peplinski Subdivision, Sunnyvale Addition, Van Rees Addition, Dean's Addition, Barden's Addition and Clumpner's Addition. I am willing to work with you in regards to the items we discussed. This can be accomplished through the bonds that you have requested. However, in any subdivision where work has been done after the paving and curbing has been completed and the contractor recieves a permit from the County to do work (phone company or W.W.P.) than I feel that they shall be responsible for their own work. If any questions on the above matter, please don't hesitate to call. KJT /jm Yours tr l yy, Kennet h J. lu President Tupper Inc., Rectors EAST 12929 SPRAGUE AVE. • SPOKANE. WASHINGTON 99216 • (509) 928-1991 / _ c _ `MINUTES JUNE 17, 1977 PRELIMINARY SUBDIVISION - RECONSIDERA3TICN OF PREVIOUSLY APPROVED APPLICATION • PE- 1037 -76 - RIDGEIVIONTADDITION: TUPPER 7E- 96 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL No action will be required because the sponsor has withdrawn the plat. I . GENERAL DATih : A, Location Section 25, Township 25 N., Range 44, EWM That portion of the N 1/2 of Section 25 bound- ed on the west by Sullivan Road, on the south by 29th Avenue, on the north by 16th Avenue, and on the east by the approximate toe of the hill lying 1, 900 feet more or less from 24th and Sullivan and 3,290 feet more or less from 1Sth and Sullivan, except a 11.5 acre school site tying north of 24th .Avenue and east of the west 250 feet of the i\•rd 1/4. 8. Sponsor: Kenneth J. Tupper East 12925 Sprague Avenue Spokane, WA 99216 C. Surveyors: Benthin and Clark East 2608 Sprague Avenue Spola ne, - iceA 90202 D. Site Size: 122 Acres E. Number of Lots: 281 F. Land use proposed by sponsor: Singie family dwellings and duplexes G. Existing Zoning: Agricultural, established Iviarch 27, 1942 H. Advertised Zone Upgrading: Single Family Residential and /or Two - Family Residential I, Water Source: Vera Water and Power " J. School District: Central Valley School District I.. Reconsideration: To reconsider the approval of the preliminary subdivision, declaration of non- significance, and the need for an Environmental Impact Statement as set forth In Resolution 77 -261 dated March 10, 1977, by the Board of County Commissioners of Spokane County, referring the matter back to the Spokane County Planning Commission with consideration of the revised proposal which Indicates approval of 281 lots. AGENDA, JUNE 17, 197" TELEPHONE NO.: 456 -2274 SPOKANE COUNTY PLAN-ING COMMISSION Time: Friday, June 17, 1977, 9:30 A.M. Place: Conference Room A, County Court House Annex (Use Mallon Avenue entrance) PRELIMINARY STUBDIVTSION - REC,ONSIDERATION OF PREVIOUSLY APPROVED APPTICCATION 1. PE- 1037 -76, Rirlgemnnt Addition (Continued from May 13, 1977) a. b. c . d. e. f. g. h. i. J. k. .- it - • • 1• - .a • - 1 • Section 25,Township 25 N. ,Range 44,EWM. That portion of the N 1/2 of Section 25 bounded on the west by Sullivan Road, on the south by 24th Avenue, on the north by 16th Avenue, and on the east by the approximate toe of the hill lying 1,900 feet more or less from 24th and Sullivan and 3,200 feet more or less from 16th and Sullivan, except a 11.5 acre school site lying north of 24th Avenue and east of the west 250 feet of the NW 1/4. Sponsor: Location: East 12929 Sprague Avenue Spokane, WA 99216 Benthin and Clark East 2608 Sprague Avenue Spokane, WA 99202 122 Acres 281 Single family dwellings and duplexes Agricultural, established March 27, 1942 Single Family Residential and /or Two - Family Residential Vera Water and Power Central Valley School District To reconsider the approval of the preliminary subdivision, declaration of non - significance, and the need for an Environmental Impact Statement as set forth in Resolution #77 -261 dated March 10, 1977, by the Board of County Commissioners of Spokane County, referring the matter back to the Spokane County Planning Commission with consideration of the revised proposal which indicates approval of 281 lots.; Surveyors: Site Size: Number of Lots: Land use proposed by sponsor: Existing Zoning: Advertised Zone Upgrading: Water Source: School District: Reconsideration: Kenneth J. Tupper - 9 - N 1 Scale. ( "t yz mite. AGENDA, MAY 13, 1977 SPOKANE COUNTY PLANNING COMMISSION Time: (PLEASE NOTE TIME CHANGE) Friday, May 13, 1977, 8:351 A M. Place: Conference Room A, County Court House Annex (Use Mallon Avenue entrance) PRFT,TMVNARY SIJRDIVISION — RFCONSIDERATION OF PREVIOTLST,Y APPROVED APPLICATION 1. PE- 1037 -76. 7E— 96 -76, a. Location: Section 25,Township 25 N. ,Range 44,EWM. That portion of the N 1/2 of Section 25 bounded on the west by Sullivan Road, on the south by 24th Avenue, on the north by 16th Avenue, and on the east by the approximate toe of the hill lying 1,900 feet more . or less from 24th and Sullivan and 3,200 feet more or less from 16th and Sullivan, except a 11.5 acre school site lying north of 24th Avenue and east of the west 250 feet of the NW 1/4. b. Sponsor: Kenneth J. Tupper East 12929 Sprague Avenue Spokane, WA 99216 Benthin and Clark East 2608 Sprague Avenue Spokane, WA 99202 122 Acres 281 Single family dwellings and duplexes Agricultural, established March 27, 1942 Single Family Residential and /or Two — Family Residential Vera Water and Power Central Valley School District To reconsider the approval of the preliminary subdivision, declaration of non significance, and the need for an Environmental Impact Statement as set forth in Resolution #77 - 261 dated March 10, 1977, by the Board of County Commissioners of Spokane County, referring the matter back to the Spokane County Planning Commission with consideration of the revised proposal which indicates approval c. Surveyors: d. e. f. 9. h. 1. J. k. Site Size: Number of Lots: Land use proposed by sponsor: Existing Zoning: Advertised Zone Upgrading: Water Source: School District: Reconsideration: Ridaemont Addition (Continued from April 15, 1977) Agricultural to Single Family Residential — 14 — ;PHONE NO.: 456 -2274 , state.'. f C 1 .4 tndc. is 4 4 PRELIMINARY SUBDIVISION - RECONSIDERATION OF PREVIOUSLY APPROVED APPLICATION PE- 1027 -76 - RIDGEMONT ADDITION: TUPPER ZE- 96 -75 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL Continue to the June, 1977 Planning Commission hearing at the request of the applicant. GENERAL DATA: -29 - MINUTES MAY 13, 1977 1. Location: - Section 25, Township 25 N., Range 44, E. W.M. That portion of N 1/2 of Sect 25 bounded on west by Sullivan Road, on S by 24th Avenue, on N by 16th Avenue,. and on E by approx. toe of hill lyg 1930 feet m/1 from 24th & Sullivan and 2200 ft m/1 from 16th & Sullivan, except a 11.5 acre school site lying N of 24th Ave. and E of the W 250 feet of the NW 1/4. 2. Sponsor: Kenneth J. Tupper East 12929 Sprague Avenue Spokane, WA 99216 2. Surveyors: Benthin 8 Clark E.2608 Sprague Avenue Spokane, WA 99202 4. Site Size: 122 acres 5. Number of Lots: 281 6. Land use proposed by sponsor: Single fancily dwellings and duplexes 7. Existing Zoning: Agricultural, established March 27, 1942 8. Advertised Zone Upgrading: Single Family Residential and /or Two Family Residential 9. Water Source: Vera Water and Power 10. School District: Central Valley School District 11. Reconsideration: To reconsider the approval of the preliminary subdivision, declaration of non - significance, and the need for an Environmental Impact Statement as set forth in Resolu- tion #77 -261 dated March 10, 1277, by the Board of County Commissioners of Spokane County, referring the matter back to the Spokane County Plan- ning Commission with consideration of the revised proposal which indi- cates approval of 281 lots. .:AGENDA , SPOKANE Time: Place: ?RRPTMTNARY SITRI)TVTSTON 2. PE 1037 -76. Ridgemont Addition 7E— 96 -76, Agricultural to Single Family Residential a. Location: Section 25,Township 25 N.,Range 44,EWM. That portion of the N 1/2 of Section 25 bounded on the west by Sullivan Road, on the south by 24th Avenue, on the north by 16th Avenue, and on the east by the approximate toe of the hill lying 1,900 feet more or less from 24th and Sullivan and 3,200 feet more or less from 16th and Sullivan, except a 11.5 acre school site lying north of 24th Avenue and east of the west 250 feet of the NW 1/4. b. Sponsor: c . d. e . f. g. h. J• k. APRIL 15, 1977 COUNTY PLANN._ (PLEASE NOTE DATE CH .G COMMISSION ANGE) Friday, April 15, 1977, 9:30 A.M. Conference Room A, Court House Annex (Use Mallon Avenue entrance) — RFCONSTDERATION OF PRRVIOITSTY APPROVED APPT TCATTON Kenneth J. Tupper TELEPHONE NO.: 456 -2274 East 9803 Sprague Avenue Spokane, WA 99206 Benthin and Clark East 2608 Sprague Avenue Spokane, WA 99202 122 Acres 281 Single family dwellings and duplexes Agricultural, established March 27, 1942 Single Family Residential and /or Two — Family Residential Vera Water and Power Central Valley School District To reconsider the approval of the preliminary subdivision, declaration of non — significance, and the need for an Environmental Impact Statement as set forth in Resolution #77 - 261 dated March 10, 1977, by the Board of County Commissioners of Spokane County, referring the matter back to the Spokane County Planning Commission with consideration of the revised proposal which indicates approval of 281 lots."' Surveyors: Site Size: Number of Lots: Land use proposed by sponsor: Existing. Zoning: Advertised Zone Upgrading: Water Source: School District: Reconsideration: — 10 — 1 c o • PRELIMINARY SUBDIVISION - RECONSIDERATION OF CONDITIONS ON PREVIOUSLY APPROVED APPLICATIONS PE- 1027 -76 - RIDGEMONT ADDITION; TUPPER ZE- 96 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL Planning Commission Decision: Continue to May. 1977 hearing at request of of applicant. (Vote was unanimous.) A. GENERAL DATA: MINUTES APRIL 15, 1977 1. Location: Section 25, Township 25 N., Range 44, E.W.M That portion of N 1/2 of Sect 25 bounded on W by Sullivan Rd., on S by 24th Ave. , on N by 16th Ave., and on E by approximate tce of hill lying 1900 ft m/1 from 24th & Sullivan and 3200 ft m/1 from 16th & Sullivan, except a 11.5 acre school site lying N of 24th Ave. and E of the W 250 ft of NW 1/4. 2. Sponsor: Kenneth J. Tupper E 9803 Sprague Avenue Spokane, WA 99206 3. Surveyors: Benthin & Clark E. 2608 Sprague Ave. Spokane, WA 99202 4. Site Size: 122 acres 5. Number of Lots: 281 6. Land use proposed by sponsor: Single family dwellings and duplexes 7. Existing Zoning: Agricultural, estab. March 27, 1942 8. Advertised Zone Upgrading: Single Family Residential and /or Two Family Residential 9. Water Source: Vera Water & Power 10. School District: Central Valley School District 11. Reconsideration: To reconsider the approval of the preliminary subdivision, declaration of non - significance, and the need for an Environmental Irnpact Statement as set forth in Reso- lution *77 -261 dated March 10, 1977 by the Board of County Commis- stoners of Spokane County, referring the matter back to the Spokane County Planning Commission with consideration of the revised proposal wi which indicates approval of 281 lots. - 29 - 31 4 p& Zs S o 3 zaes cceav Aa0 .2 14/ LC., 4 c - L v S � 04,,g 14f G � ro- boa/ 4 w QJ � s ¢ 8, Srp -iv- 8 .aarns ce 47 5roP 4'1 j'/ I • P DPrrni Plaou. p'/, F 41 *s oa f - 57 ,t aC5 A 3 1 2 vs'. 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F SJaii r Szbi ,atera;,s o / a,ecsa '.� 4,44,L,cde n,u 6e -J &ece $ // crat d4 6.5 ,y J vese4 , he . � Ph "e4 i /1ria 74 «rce r'e £trvses. , i Laic /n. 2] y ,, . . .. , csingfk s44_ 44. pri E9eu' f e /eneinlyNtu£ri czais:je r:akti °Faec.se -ri , <1 4t.a.egyiate a.dcb- I . :74.c764 , 7e1 a \ c p.✓ L f-&et I tgc cth' No &meet__ 6,f u - s = 4 J • 75476 .6)4 74:1 rei mvs 4c/s14 Oa; Waif 4 Aaele ide Sou ri- - a1 fra 6/ -.�/. �� >�ys - � e4 4 Sapr 3O 1S7(0 ,feed 4 C/5 mod /mod a, eIedtal/So z'!l`s c„,le &fut�es _ —'siiu a+tee cso a( ye' C evddien's ° i env L t i. evirz- ,,� J ` € " , " _, _ d 141L err e / Ldz�d / i �/ e* E, r ✓/ C .tocv_ eusgss � aisW . e;? - ,jael, cnierr ( fct ._ - } __ . _ wLU ka * u.Urlb. e � Ka Oc n e L w/fen.. c.+ea t t;d / , �,r drer��zie, ,nit . ei tLia... �s 1.�1 4 1 4 I arnn.eA r..A d : H tr J - ({.e cos -. . • I qt.,: 17.11:-Z-th'ir.; ft: 49:£ tit I' P TFIE SPO =t=tt--.; • ,-,' - - - -.. r .:.7.:..4 -7 ‘j VI'ittiliit i N..r ,•t , :j::: - --4-'''" ---- " ---- ""- "}-,,.1,,? •‘'.. ......, ---....•:, 7 ,1.-2, . .•;5‘,...f, ; -''' fl-b• ''' tti lilict .. --....-- ,nziszfth $4 ini€ Veradare ncentive - fights 2 tojects.:: ,-..enuurse .. ;',2.1._, s imsas ,„,„. ardensi mmi. .... r. about whether unsewered -t. Councilman W E. Gut- *. , l .. .q.,.. 71 :71‘i, " 19 6 •t4 ,- .••:- .- • • - • would add to hrie's proposal that the city. L . ....., 4 •• ..>, ."-:..^-.." Two proposed Spokane Va1 likelthood of future pollu- _ liunitute • an incentive prog- -- • ley housing developmentaF,tion of :the aquifer, said that ram. to reward its employes: - .i ,. " 1. were criticised by an an 91 : they...want us:. on- for-saving money and impro- .2- - . group al • about 60 Penang 'Systems they should keep us ving efficiency drew Spokane iFft21- . - Monday night at a town hall4rural.'4:z„, • r„.1. - 1.- -,--,.. . ;,-; City ,..,Cotmcil t endorsement, - , ..&-... , ,,T.i. , ,.i. , • - . • meeting at Adams Efellstes,?17.1:Whiliaeting"as tigettasiMI , .gMottday niglit. : • :4 - 1; '-` 1/4 1 : ‘ , ,• - Lary chool - in Verada at the meeting, Coelho, - - • f ...--._. trr ito-.7 - z teto' Wash. - :, • - - ;,:r+:: - ....;;;QiIoutlineOfourt.objections ttog:-;.GothrieHtold the council: ': • "i.-.44 The develOPmentst'sPiirettFhigli-denaity development:41:411VIV Suggestions result inev;? Faitt: .... • 'Ridgemont ..„ Additietn,: proAVeradalei:lie saidt.i5.--Sstril,O,,tqe,,i-;:actual7z cash savings or the -••• ti..- • . 1 . • posed for the east side of Sul-til.,•••=•-• Persons wbo litniArt;the.0,Collectine: of l• additionar: ' • liven Road from Sixteenth toSPokane moved thare7-.: for the city, the sug All...1". , Twenty-fourth, and Sullivan - to get 'away from neighbor would be awarded 50 Ol ' -- Way Subdivision, on the west ,.• hoods in which bomes,were ,.... Per . o cent of the net savings .. .7„.: By RoBERT ALLEN ;.; Mrs.,. iamb, : concerned -* • • side of Sullivan from crowded togethet.9-;f4-.,,t,i accrued ID the first year . • ., ttik • • teenth • north . about four .=.' - Increasedttraffie cii:J:‘,..ificliitiposed a different ' blocks • in an undeveloped toatis cause typinf award for suggestions rc area. --T.dangerous situations. In addl.- • resumng in "intangible The Ridgemont Addition .... don, police protection, which - b not translated into ,:,t . .'...-t•:-.::,- , •;t7 1 .1.`? " ", -, •••■•■••-1 1 '' ' ': .' T • • " • which has become the subject 'i he said is already-lacking in- dollars." This defizdtion.,.1.:2,-*,3-;, •,,2:: 7.e....-.....,. . . .. of the most. controversy, ....the Spokatte.Valley; wotthi be would include such areas ais 7 ' • ' • „.--- • ,., • : -- would involve more than 500 further taxed.. • . -,,, • ,.. ------ working conditions, increas-.42:';‘Pre-VOcational...TrainutHeannteil dwellings on L22 acree. - - • - There may be a chance ing health or morale. In this - profit school to help afflicted people Final. hearings for zone-. that liVestock . -, may :. be- case he suggested a point mg difficulties, has received $1,000, • • changes ,which would allow . declared . a nuisance :- and system "determined by a Management ..Corp, toward-the p "• . - both developments have been ri;ordered removed fromsmall subjective evaluation involv- , - ,,eguipment - to help • in evaluation, scheduled for Thursday after- , farms • which border:„.1tig11. ing several specific factors.".• • . noon before the Board , of •'' density developments: 7" ' .7 . - speech,' hearing and visual' diSm • . Spokane - county Commis- '.:,; 7,- There have been no con - .. - "Management suggestions - money came from:the 'lease of Nor • sioners. e studies which have • will be recognized by award- . • • The Vera Valley Citizens determined whether the ing of plaques or, for the best • • . • • Planning Committee, whose aquifer running under the • suggestion, a trip for two up • *organizers: called Monday's- Spokane Valley iabeing to a ;750 cost". said Guthrie. meeting, said they will pre- •. taminated. Nevertheless, he Guthrie proposed - . that sent petitions, signed by huit-7,. suggested that. _ continued awards be determined by a dreds of Spokane Valley real- developments such as the two Suggestion Award; Commit- • dents who oppose both pro-- which the opposes -tee composed of the president jects, at the commissioners' could dictate the need for of the non-uniform employes' • hearing, said meeting mod- future installation of sewers union; the president of the • erator Chris M. Coelho, S2406 in the Valley. • professional - . employes' Timberline. • Al B. Renz, S2009 Sullivan, . union; Roger .Crum,„ city • • • In addition, the committee - who owns the property on management analyst; and will ask Thursday that the which Ridgemont Addition. two members of private • county require environ-- -would be inult, said at the industry. Guthrie • volun- . • mental impact statements meeting he was no longer from the developers of both able to make a profit farming projects. •••••• 4." the ground on which the sub- "We don't want to stop division is proposed.. development. We would like Rent said it would not be to see that the homes are built tprofitible for him to divide similar to the ones around the area into one-acre tracts, them," said committee which has been advocated by organizer Mrs. Phyllis M. the Vera Valley Citizens teered to serve as chairman. He also suggested that the incentive - program be extended to Spokane Transit System employes. • - Guthrie told his council col- leagues that he has leaned that management does "not have an exclusive" on good - • Lamb. 5 1421 Progress Road. -Planning Committee., • ideas. . , . 71' --- • - ' • --- :11 ' , 7';; ..-;-'-'-'_ - ::::;* ' ' • kt!•,c,:.-5.,4;stl :4-.f:',, . . Dozen. jurors:sought± . , .. ., ... Several items;..-valuecl at Burglary repo ed --, . .. 4.. .... ., .4 .,..;,...-, -- ...,., --- .,. • , - more than WA were taken in f d or .....„,„,...„..,,,,. V/1407 Chelan between 1 and 5, • . a burglary of a residence - at . amage case ..:c.-:,_.:, - MondaY. SPohnne Pollee' . , . . .. ...:. - • .t 41:-.1rePorted•- he i iaid •, .t.: ..,,• . ..••" ''' • • - ; ttema Selection./ will • continue ---, Powell - then, loadedthet .•.inicludecr rtifleslt.'severati , . : today . of .•!- a 12-member -- weapon and placeditundet alkboxes ; .. - • Spokane •,4 County Superior - ..davenport: accorditietOtheViand .14 radio:VAP- ..7. • . - Court jury to decide a $475,380-"'eomplaint. ' •'. -54' - : --•- T. -. • -: lawsuit filed by the mother Of-.: Miss Allen took the pistol/ - •••• • . a teen-ager -who was shot to from beneath the divenportr death during a 1974 party. • pointed it at Shadlow and • - • Jury • ••• selection began • twice pulled the trigger. The ' ......„- -. Monday.pds, .. - , - second . time,. the -gun - fired • Nancy • JfiShadlow, E10219 ••••• and the bullet struck Shad- / : Broadway, • is seeking dam- low, the complaint claims. - .- ages both individually and as . In another document, Miss X r.. representative of the estate of ..: Allen ., said she believed the • .- .:1.4 - her deceased son,. Richard N.4gumt . •,:.'was. , • unloadedii and' . ,,•,- •••-•• - Shatilqw,',17:vgtics:k4:"&,;: pointed • it at the:victiny as a.• • . T'he4,,nompalinnVaames.4: Itellse-7-*.i • 'SQUARE_ • :: • :r4;'DANCIG. :for lesson . information: 0 'ci , Li.: -,. jean: q; ,... ;,.;::: • -d •- - - 0924-91611Ft• • n ;---- , .,...-....e • .4 • . -•ts - • . „ 7•••' " - , • - ••■ •• ,• ce , • , tv L ..... c....7!-A - Arilt-rt" wastyeqr b il,Yis gaF.s Trin s.yr.. • • • i twel - and the epttc 4 t s Ot ' IC- - "rstr-‘r invoice. c in andiapPlY.'a :-Y- w ( l et.k. , • 4 #044-1,7ft • 7 AGENDA, AUGUST 13, 1976 SPOKANE COUNTY PLANNING COMMISSION Time: Place: TELEPHONE NO.: 456 -2274 Friday, August 13, 1976, 9:30 A.M. Conference Room A, Court House Annex Mallon Avenue ,entrance) PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING 8. PE- 1o37 -76, Ridgemont Addition ZE- 96 -76, Agricultural to Single Family Residential and /or Two - Family Res. a. Location: Section 5, Township 25 N., Range 44, E.W.M. That ion of the N 1/2 of Section 25 bounded on the west by Sullivan Road, on the South by 24th Avenue, on the North by 16th Avenue, and on the east by the approximate toe of the hill lying 1,900 feet more or less from 24th and Sullivan and 3,200 feet more or less from 16th and Sullivan, exCept a 11.5 acre school site lying north of 24th Avenue and east of the west 250 feet of the NW 1/4. b. Sponsor: Kenneth J. Tupper East 9803 Sprague Avenue Spokane, Washington 99206 c. Land Surveyors: Benthin and Clark East 2608 Sprague Avenue Spokane, Washington 99202 d. Site Size: 122 acres e. Number of Lots: 316 f. Land use proposed by sponsor: Single family dwellings and duplexes g. Existing Zoning: Agricultural, established March 27, 1942 h. Advertised Zone Upgrading: Single Family Residential and /or TworFamily Res. i. Water Source: Vera Water and Power j. School District: Central Valley School District 8 e Ma TI N i 1 r 4w — • • • ' i ° :1 l 1 �� 0 ..a I Il • 7 AGENDA, AUGUST 13, 1976 SPOKANE COUNTY PLANNING COMMISSION Time: Place: TELEPHONE NO.: 456 -2274 Friday, August 13, 1976, 9:30 A.M. Conference Room A, Court House Annex Mallon Avenue ,entrance) PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING 8. PE- 1o37 -76, Ridgemont Addition ZE- 96 -76, Agricultural to Single Family Residential and /or Two - Family Res. a. Location: Section 5, Township 25 N., Range 44, E.W.M. That ion of the N 1/2 of Section 25 bounded on the west by Sullivan Road, on the South by 24th Avenue, on the North by 16th Avenue, and on the east by the approximate toe of the hill lying 1,900 feet more or less from 24th and Sullivan and 3,200 feet more or less from 16th and Sullivan, exCept a 11.5 acre school site lying north of 24th Avenue and east of the west 250 feet of the NW 1/4. b. Sponsor: Kenneth J. Tupper East 9803 Sprague Avenue Spokane, Washington 99206 c. Land Surveyors: Benthin and Clark East 2608 Sprague Avenue Spokane, Washington 99202 d. Site Size: 122 acres e. Number of Lots: 316 f. Land use proposed by sponsor: Single family dwellings and duplexes g. Existing Zoning: Agricultural, established March 27, 1942 h. Advertised Zone Upgrading: Single Family Residential and /or TworFamily Res. i. Water Source: Vera Water and Power j. School District: Central Valley School District 8 PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING PE- 1037 -76 -- RIDGEMONT ADDITION: TUPPER ZE- 96 -76 -- AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL AND /OR TWO- FAMILY RESIDENTIAL Planning 'Commission Recommendation: Approve, subject to the following conditions: (Four voted "yes" and two voted "no "). REASONS: 1. The Planning Commission desired to get the motion on the floor so that action could be taken on this plat at the hearing. 2, To help accommodate Spokane County's increasing population. A. CONDITIONS: MINUTES AUGUST 13, 1976 1. That the plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot nor shall any lot be further subdivided for the pur- pose of creating additional lots or bailding sites without filing a replat. 3. That the plat provide for right of way width for streets as indicated on the preliminary plat of record, and that a total of 30 feet of right of way be provided through dedication from Sullivan Road centerline (which is the west section line of Section 24, Township 25 W, Range 4, E.W.M.) to the east. This would provide a 50 foot right of way for Sullivan Road. 4. That appropriate provision be made that the following desc.ibed property be held in trust until the continuation of the street s be dedicated or deeded: A 1' strip at the ends or edge s of all streets that terminate or border the plat bounary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries ) 5. That appropriate street names be indicated. -8- • PE- 1037 -76 - RIDGEMUNT ADDITION (Continued) 6. That appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 7. That a plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved. by the appro- priate health authorities. The health authorities, water supplier, (purveyor) and fire protection district will certify, prior to the filing of the plat, on the face of said water plan, that the plan is in conformance wit h their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. The water supplier (purveyor) will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule . The time schedule will provide, • in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County and the water supplier (purveyor) harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat dedication will contain a statement to the effect that the public water system as approved by County and State Health authorities and the local fire district and water supplier (purveyor) will be installed within this plat, and the subdivider will provide for individual service to each lot prior to sale of each lot. NOTE: Tile Spokane County Health District has determined that the s oil conditions in the plat are suitable for on -site sewage disposal systems on each lot. 8. That a certificate of title be furnished the Planning Commission prior to the filing of the final plat. - 8A - • • EE- 1037 -76 - RIDGEMONT ADDITION (Continued) 9. That the preliminary plat be given coalitional approval to September 1, 1977. 10. That streets be improved to standards established by Spokane County or a bond to cover the cost of such improvements be furnished the County Engineer. The bond may also cover the cost of "as built" plans, engineering costs, and placing of final center line monuments. 11. That profiles of streets, cross sections, proposed grades, and drainage plan of the plat be submitted, and approved by the County Engineer and by the Planning Director before the final plat is drawn. ' Prior to acceptance of the improvements or release of bonds, a certificate by a registered civil engineer or licensed land surveyor will be required indicating that all improvements have been installed to the lines and grades shown on the approved construction plans. NOTE: Spokane ' County Engineer requests that prior to filing any phase of this development, a storm drainage plan for the entire plat be designed by. the sponsor's e ngineer and approved by the Spokane County Engineer. 12. Conditional approval of the plat is given subject to the dedication of the right of way to the public and approval of the road system in the plat by the County Engineer, and that a statement be placed in the plat dedication prohibiting individuallct access onto Sullivan Road. 13. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and. the Planning staff. B. STAFF ENVIRONMENTAL REVIEW AND RECOMMENDATIONS: As required in WAC 197 -10 -320, the staff of the County Planning Commission reviewed the environmental checklist submitted by Mr. Kenneth J. Tupper for a peliminary subdivision called "Ridgem ont Addition." The proposal is located approximately in the NW 1/4 of Section 25, Township 25 ?North, Range 44, E.W.M. adjacent and south of 16th Avenue, adjacent and east of Sullivan Road and adjacent and north of 24th Avenue. The proponent is 'requesting to subdivide about 42 acres into 110 lots for single family and duplex units creating a gross density of 3.4 units_ per acre. The site is locked on flat terrain currently cultivated farm land. - 8B - • •PE- 1037 -75 - RIDGEh_,NT ADDITION (Continued) The staff review has identified four potential areas of environmental. impacts. First, and common to all subdivisions is the increase in motor vehicle traffic and all the effects associated therewith. These would include such impacts as increased air pollution, speci- fically suspended particulates from unimproved streets, increased noise, and increased public safety hazards from traffic. A second potential environmental impact area considered was the increased demand on public services and utilities. This would include such factors as increased requirements for police and fire protection, provision of additional school, park, and recreational facilities, and additional maintenance requirements on all county facilities and roads. This would also include such impacts as associated with extension of utility lines (power, natural gas, telephone) and the provision of suitable long term sewerage, domestic water,.storm water runoff, and solid waste disposal systems. A third potential environmental impact revealed by the staff evaluation involves the subsurface injection of sewage effluent and storm water runoff. This waste water placed at a depth will percolate downward toward the aquifer rather than evaporating back into the atmosphere as under natural conditions. A portion of the contaminants will likely be filtered out of this waste water, but the resulting quality has not been determined yet. Approximately 33 acre -feet of waste water will be generated.• annually and injected into subsurface, 21 acre -feet of which will be sewage effluent. The final potential area of environmental impact is the of land from an active agricultural use to suburban re The 42 acres site is currently us& as cultivated land posal will change this to single family and two family use at a gross density of 3.4 units per acre. The conclusion of this environmental checklist review is that no significant environmental impacts will likely result from the pro- posal if the specified mitigating measures are adopted. Therefore, it is recommended that a.Declaration of Non - Significance be issued and an environmental impact statement not be requited.. - 8C- transition sidential. but the pro- residential i . PE- 1037 -76 - RIDGEMONT ADDITION (Continued) C. ZONING RECOMMENDATION: Planning Commission Recommendation: Upon filing of the final plat, approve Lots 1, 2, 7, 9, 10, 11, and 12 of Block 1, Lots 1, 2, 31, 32, 33, 34, 35, 36, 37, 38, 39, and 40 of Block 9, Lots 1 and 26 of Block 10, and Lots 12, 13, 14 1516, 17, 18, 19, 20, 21, 22, of Block 11 of Ridgemont Addition, as indicated on the preliminary plat of record to the Two Family Residential Zone (R -2) classification and approve the balance of Ridgemont Addition as presented to the Single Family Residential Zone (R -1) Classification. REASONS: D. GENERAL DATA: The Planning Commission is of the opinion that the interior lots of Ridgemont Addition are not sufficiently disadvantaged to warrant duplex development, whereas, the above mentioned lots recommended for the Two - Family Residential (R -2) Zone classification either have frontage on Sullivan Road or are disadvantaged because of their relationship to Sullivan Road, a major arterial, and are situated on the edge of a residential neighborhood. 2. The Planning Commission has been upgrading similar residential plats in this area to the Single Family Residential (R -1) Zone ane lots with frontage on major or secondary arterials have been upgraded to theTwo Family Residenital (R -2) Zone Classification. 3. Both the Single Family Residential (R -1) and the Two Family Residential (R -2) zone classifications prohibit large animal keeping and mobile homes. a Location: Section 25, Township 25 I1., Range 44, E.W.M. That portion of the N 1/2 of Section 25 bounded on the west by Sullivan Road, on the South by 24th Avenue, on the North by 16th Avenue, and on the east by the approximate toe of the hill lying 1,900 feet more or less from 24tH and Sullivan and 3,200 feet more or less from 16th and Sullivan, except a 11.5 acre school site lying north of 24th Avenue and east ' of the west 250 feet of the NW 1/4. - 8D - c. d. e . f. 9. PE- 1037 -76 - RIDC-EMONT ADDITION (Continued) b. Sponsor: Land Surveyors: Site Size: Number of Lots: Land use proposed Existing Zoning: - 8E - Kenneth J. Tupper East 9803 Sprague Avenue Spokane, WA 99206 Benthin and Clark East 2608 Sprague Avenue Spokand, WA 99202 122 acres 316 by sponsor: Single family dwellings and duplexes Agricultural, established March 27, 1942 h. Advertised Zone Upgrading: Single Family Residential and /or. Two Family Residential i. Water Source: Vera Water and Power j, School District: Central Valley School District 4. SPOKANE couNrf ENGINEER ROAD DEPARTMENT SUBDIVISION SECTION TO: Director of Planning FROM: Robert S. Turner, County Engineer SUBJECT: Standard Plat. Conditions We recommend approval of the plat of Ridgemont Addition PE- 1037 -76 subject to the following conditions: that conditional approval of the plat is given subject to dedication of Right of Way to the public and approval of the road system in the plat by the County Engineer; that plans, profiles, and cross sections showing proposed street centerline and curb grades be submitted to the. County Engineer for approval prior to construction and the filing of a final plat; that drainage plans and design calculations showing the grades and alignment of drain- age facilities be submitted to the County Engineer approval prior to construction and the filing of a final plat; construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed land surveyor, who shall be responsible for perpetuating all evidence of the location of survey monuments which may be disturbed during construction and who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; no construction work is to be performed within the Public Right of Way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer; all construction within the Public Right of Way is to be completed prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. that prior to filing any phase of this development, a storm drainage plan•for the entire plat be designed by the developers Engineer and approved by the Spokane County Engineers. that the developer dedicate all rights of vehicular' ingress and egress to Sullivan Road except at street intersections. DATE:August 2, 1976 'IL" CHECKED 8Y: GERALD D NASGAI 5 DATE: 10/21/75 6 7 9 10 12 13 14 15 16 17 10 19 20 71 27 23 14 25 • 26 u l 22 Li 29 30 31 32 33 35 36 37 30 /, 39 6 1, 1 . 40 41 42 43 44 45 46 47 48 49 59 51 I 4 857 53 SICK LOT BEARING DISTANCE 1 - - -- LATITUDES - - - - I - -- DEPARTURES - -- - N O R T . H 5 0 U T H . EAST W E S T 54 , 55 56 57 58 59 TRAVERSE ANAL YS I' L_R NZ SUBDIVISION 01 SURVEYOR: •AMES F. BENTHIN E2608 SPRAGUE AVE SPOKANE WA 9920 PLAT, PLAT PLAT PLAT PLAT PLAT PLAT PLAT PLAT BDRY BDRY BDRY BDRY BDRY BDRY 037. - J,2 N 0 27 18E N 16 10 39E N_ 19 13 .9E. N 27.21 36E N 43 26 16E S 41 33 PLAT PLAT PLAT BDRY BDRY BDRY N 86 59 38E 133.070 S 3 0 22E 600.000 S' 44 57 18W 79.830 6.979 132.887 599.174 31.465 56.493 56.404 BDRY 5 6 41 16W BDRY N 89 34 58W BDRY N 0 39 38E 60.00,0 522.690 530. 670 136.880 859.410 478.460 785.650 293.300 210.000 59.998 501.993 501.094 121.568 624.036 , 2.136 209.986 PLAT PLAT PLAT BORY N 89 34 58W BDRY N 0 39 38E BDRY N 89 34 58W 210.000 150.000 260.000 1.530 149.990 1.894 1.729 209.994 259.993 PLAT BDRY . 5 0 39 38W 335.000 PLAT BDRY N 69 34 58W 340.320 2.479 PLAT BDRY N 46 35 14W 176.960 121.616 358.001 780.304 334.978 PLAT . BDRY S 0 27 18W 176.960 176.954 *CURVE: ANGLE = 47 2 32 RADIUS = 176 .960 LENGTH = 145.2.91 PLAT BDRY N 89 32 42W 75.230 0.598 1, CL N 0 27 18E 1 CL N 16 10 39E 1 CL N 19 13 9E 1 CL' N 27 21 36E 1 CL N 43 26 16E 1 CL 5 41 33 44E 1 CL S 48 26 16W 1 CL- 5 48 26 16W • 1 CL' S 41 33 44E 817.330 . 0.476 143.6/9 174.687 62.907 590'.901 317.426. 2.421 TANGENT = 2305.894 2305.903 1460.529 1460:532 AREA = 1628128. SO FT 1 37.38 ACRES) 30.000 29.999 0.238 522.690 501.993 145._629 530.670, 501.094 174.687 136.880 121.568 62.907 859.410 624.036 590.90.1 250.000 187.059 .165.858 40.000 26.537 309.800 205.531 1 ' CL S 48 26 16W 200.000 132.687 611.555 542.243 TANGENT 1 CL N 69 3 44W 817.330 292.076 - CURVE: ANGLE = 27 30 0 RADIUS = 817.330 LENGTH = 392.290 1 CL 5 20 56 16W 330.000 308.210 1 CL S 20 56 16W 230. 214.813 1 CL- 5 69 3 44E .2004.500 716.317 1872.140 1 CL N 73 3 44W 2004.500 583.979 - Cl9RYF_ANGLE = 4 0 0_._RADIS95 _- 2004..50 _LENGTH -= 139.940 TANGEN T 1 CL 5 16 56 16W 25.000 23.916 1 CL 5 16 56 16W 130.230 124.581 1 CL' N 73 3 44W 146.960 42.814 91.496 293.292 3.862 340.311 128.548 1.405 77.022 75.228 29.929 231.803 149.647 763.361 = 199.999 117.927 82.191 . 1917.548 = 69.998 7.283 37.940 140.585 7 1 4 6 7 8 9 111.1! 12 13 • 14 • 15 17 11 G „I 26 11 23 13 29 37 35 4 25 26 2P .. L 10 79 31 33 37 31 39 L. 7 5 6 7 8 9 J . 00 11 76 77 78 ,79 30 31 '37 • 33 .I 34 35 36 37 38 39 40 41 47 43 44 45 I ''OId , 57 h X 1 58 11 • 13 15 16 17 18 19 70 71 73 74 75 47 48 49 50 55 57 53 54 55 56 59 1 CL S 0 27 18W 146.960 146.955 1.167 *CURVE: ANGLE = 73 31 2 RADIUS = 146.960 LENGTH = 188.567 TANGENT = 109.774 1" CL N 89 32 42W 75.230 0.598 75.228 2698.157 2698.161 3554.604. 3554.608 AREA = 415178. SO FT 1 . 9.53 ACRES) 1 SL 1 SL 1 SL 1 SL 1 SL - CURVE: ANGLE 1 1 1 3 3 3 3 N 16 10 39E 14 19 13 9E 1 N 43 26 16E 522.690 501.993 530.670 105.400 N 43 26 16E 130.500 5 41 33 44E 199.440 S 48 26 16W 130.000 N 41 33 44W 18'8.070 501.094 1 5L- 1 27 21 36E 1 SL N 43 26 16E 1 SL S 41.33 44E 136.880 859.410 2 121.568 624.036 164.612 62.907 590.901 145.955 S 48 26 16W 549.800 364.755 S 41 33 44E 847.330 . 634.002 N 69 3 44W 847:330 302.797 = 27'30 0 RADIOS = 847.330 LENGTH = 406.689 V 51 '_ S 20 56 16W 560.000 523.023 200.118 1 SL S 69 3 44E 2034.509 72/. 0 1900.159 1 SL N 73 3 44W 2034.500 592.719 1946.246 - CURVE: ANGLE = 4 0 0 RADIUS = 2034.500 LENGTH = 142.034 TANGENT = 71.046 1 SL S 16 56 1611 1 148.496 45.224 1 ' SL N 73 3 44W 116.960 34.074 111.886 1 . SL S 0 27 18W 116.960 116.956 0.929 *CURVE: ANGLE =_ 73 31 2 _ RADLUS = 116.960 LENGTH = 150.073 TANGENT =.. 81.365 1 SL N 89 32 42W 75.230 0.598 . 75.228 2678.879 2676.883. 3582.385 3582.389 76.533 1 5 41 33 44E 1 5 48 26 16W 1 N 41 33 44W 220.000 105.000 210.810 157.736 164.612 145.955 69.660 78.565 139.858 1 2 N 43 26 16E 1'30.500 94.759 1 2 $ 41 3 44E 210.810 1 2 `5.48 26 16W 130.000 1 2 N 41 33 44W 199.440 149.228 234.269 234.272 218.425 218.423 AREA = 22618. S0 FT .4 0.52 ACRES) 94.759 AREA = 353677. SO FT 1 8.12 ACRES) . 89.727 157.736 139.858 86.246 149.228 86.246 145.629 174.687 562.146 TANGENT 72.469 89.727 132.315 411.380 791.380 207.340 97.271 132.315 243.987 243.982 229.586 229.586 AREA .= 26666. SO FT l 0.61 ACRES) 97.271 124.772 140.721 235.48 _235.174 222.042 - 222.042 AREA = 25188. S0 FT 4 ° 0.58 ACRES) 7 - 3 4 5 6 7i w 1 9 10 13 14 I5 16 I7 18 I 19 1 71 77 11 74 75 26 77 78 19 30 3I. • 7 2 3 61 f. 4 6 7 9 10 11 12 13 14 15 6 " 1 '16 17 IB 19 10 21 22 23 24 25 il " . • 1 28 79 38 3, 32 33 .34 35 36 77 38 39 41 42 43 44 45 46 47 48 49 . 51 4 I.52 53 54 55 56 57 58 59 1 4 N 43 26 16E 100.380 72.888 69:018 1 4 S 41 33 44E 188.070 140.721 124.772 1 4. S 48 26 16W 100.000 66.343 1 4 N__11. 3.344-2014 179.320 134.17 1 5 5 48 26 16W 1 5 3 41 33 44E 1 5 N 42 35 24W 84.800 84'7.330 847.330 207.062. 207.064 .193.790 193.790 AREA = :18370. SO FT t 0.42 ACRES) 623.817 CURVE: ANGLE 1 1 40 RADIUS = 847.330 LENGTH '= 15.199 .TANGENT = 7.600 115.365 1 5 .N 42 35 24W 170.470 125.503 824.437. 824.435 .752.242 752.243 AREA = 17756. 50 FT t 0.41 ACRES) 1 6 N 43 26 16E 117.580 1 5 5 42 35 24E 170.470 1 5 S 42 35 24E 847.330 85.377 663.938 AREA 125.503 623.817 663.939 18819. •577.633 577.639 56.259 634.002 562.146 80.844 115.365 573.428 i 7 N 43.26 16E 118.850 86.300 1 7 S 49 13 OE 169.110 110.463 128.048 81.71'7 1 8 N 27 21 36E 67.990 60.384 31.247 1 4. 8 N 43 26 16E 52.750 38.303 36.269 1 8 5 55 50 36E 181.490 101.899 150.184 -1 8 55_50_36E 8A7-.3.3.0 _ 475.74.0 701 170 74.824 118.96 63.450 573.428 1 6 N 49 13 OW 847.330 553.476 641.585 - CURVE: ANGLE = 6 37 36 RADIUS = 847.330 LENGTH = 98.000 TANGENT = 49.055 1 6 N ,49 13 OW 169.110 110.463 128.048 749.316 749.320 769.637 769.633 AREA = 18173. SO FT t 0.42 ACRES) 1 7 S 49 13 OE 847.330 553.476 641.585 1 7 N 55 50 36W 847.330 475.740 701.170 -CURVE: -ANGLE = 6 37 36 RADIUS = 847.330 LENGTH = 97.999 TANGENT = 49:054 1 7. N 55 50 36W 181.490 101.899 150.184 851.350 851.354 S0 FT t 0.43 ACRES) 1 8 N 62 28 12W 847.330 391.647 751.385 - CURVE: ANGLE = 6 37 36' RADIUS = 847.330 LENGTH = 97.999 TANGENT = 49.054 1 8 N 62 28 12W 188.870 87.298 167.484 918 918.869 AREA = 20489. SO FT t 0.47 ACRES) . 7 9 )II i1 12 13 4 15 16 17 II . 19 28 21 27 23 74 19 72 • 31 39 .33 11 . 76 37 31 39 18 25 76 n - In. 3 4 6 7 9 I ... 90 12 13 14 I5 16 17 16 19 70 71 77 23 74 25 26 17 16 79 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 i 57 . 1 � y 59 1 9 N 19 13 9E 50.530 47.714 16.634 1 9 N 27 21 36E 68.890 61.184 31.660 1 9 5 62 28 12E 188.870 87.298 167.484 1 9 5 62 28 12E 847.330 391.647 751.385 1 9 • (y_69 3 44W 857.33 302.797' 791.38.0 CURVE: ANGLE = 5 35 32 RADIUS = 847.330 LENGTH = 97.490 TANGENT = 48.799 • •1 9 N 69 3 44W 188.210 67.258 175.782 478.952 478.946 967.163 967.162 AREA = 20536. 50 FT ( 0.47 ACRES) 1 1) N 19 13 9E 93.040 1 10 S 69 3 44E 188.210 1 10 $ 20 56 16W 93.000 1 10 N 69 344W 185.420 66.261 1 12 5 20 56 16W 93.000 1 12 N 69 3 44W 179.840 87.855 64.267 30.627 67.258 175.782 86.859 15.4.115 154.117 206.409 206.410 AREA = 17374. 50 FT ( 0.40 ACRES) 1 11 N 19 13 ,_9E 93.040 87.855 30.627 1 11 5 69 3 44E 185.420 66.261 173.176 1 11 5 20 56 16W 93.000 86.859 33.234 1 11 N 69 3 44W 182.630 65.264 170.571 153.118 153.120 203.804 203.805 AREA = .17114. S.0 FT 1 0.39 ACRES) 1 . 12 N 19 13 9E 93.040 87.855 30.627 1 12 5 69 3 4_4E 1.8:2...6:30 65.2.64 170.57 86.859 1 13 N 19 13 9E- 93.040 87.855 1 13 5 69 3 44E 179.840 64.267 167.965 1 13 5 20 56 16W 493.000 86.859 1 13 N 69 3 44W 177.050 63.270 •152.121 152:123 201.198 201.199 AREA = 16855. 50 FT ( 0.39 ACRES) 30.627 1 14 N 19 13 9E 93.040 87.855 30.627 33.234 173.176 33.234 167.965 33.234 • 165.359 151.124 151.126 198.592 198.593 AREA .= 16595. S0 FT ( 0.38 ACRES) 1 14 'S 69 3 44E 177.050 63.270 165.359 .1 14 S 20 56.16W 93.000 - 86.859 33.234 1 14 N 69 1_44-W___174.260 ` 62.27.3 162.753 150.127. 150.129 195.986 195.987 AREA = 16336. 50 FT t 0.38 ACRES) 9 14 11 12 13 17 11 19 1 70 71 24 37 3 4 5 6 1 .1 14 95 16 22 25 76 27 28 29 3 31 ` 33 34 35 , 36 37 33 3v ,, • II4 5 6 7 6 l0 11 12 93 '14 15 16 17 le' 19 21 22 23 24 2 5 - . 26 27 •., 28 29 30 31 ' 32 33 34 35 36 37 ,36 39 .41 42 43 144 45 46 47 48 19 50 51 !: L 457 53 54 55 56 57 58 59 1 1 17 1 1? 1 17 1 17 - CURVE: ANGLE = 1 17 1 17 15 N 16 10 39E 15 N 19 13 9E 15 5 69 3 44E 15 5 20 56 16W 15 N 69 3'44W PI S 5 N 5 N 80.350 14.940 174.260 95.000 1.67.140 77.168 14.107 59.728 151.004 AREA 97.740 . 62.273 88.727 1 15 N 16 10 39E 101.770 1 15 S 69 3 44E 167.140 59.728 1 15 5 69 3 44E 2034.500 727.038 3 16 N 71 42 35W 2034.500 '638.493 - CURVE: ANGLE .= 2 38 51 RADIUS =_2034.500 LENGTH = 94.00 1 15 N 71 42 35W 161.040 50.540 16 10 39E 87.830 93.956 71 42 35E 161.040 50.540 71 42 35E. 2034.500 638.493 73 3 44W 2034.500 592.719 1 21 9 RADIUS = 2034.500 LENGTH = 48.027 16 56 16W 46.000 44.005 73 3 44W 159.130 1 18 S 16 56 16W 94.000 89.922 1 18 N 73 3 44W 157.880 45.996 22.387 4.918 162.753 151.000 190.058 190.052 16249. SO FT t 0.37 ACRES) 28.3.55 156.104 1900.15 786.773 786.766 2084.617 2084.617 AREA 16008. 50 FT 1 0.37 ACRES) 27.257 152.904 1931.713 TANGENT 46.360 733.035 733.037 2111.874 2111.874 AREA 15335. SO FT ( 0.35_ACRES) 1 18 N 16 10 39E 94.010 90.287 26.192 1 18 .5_7_3__3 44E_159.13.0 46.360 152.22.7 33.949 156.104 1931.713 7 TANGENT = 47.012 152.904 41.438 1946.246 = 24.015 13.401 152.227 27.385 151.031 136.283 AREA 136.282 178.420 178.417 14900. 5Q FT ( 0.34 ACRES) 1 19 N 16 10 39E 148.730 .142.841 1 19 .S 73 3 44E 157.880 45.996 151.031 1 19 S 16 56 16W 15.230 15.569 . 1 19 N 73 3 44W 116.960 34.074 111.886 1 19 5 0 27 18W 116.960 116.956 0.929 *CURVE: ANGLE = 73 31 2___.RAOIl7S = 116.960 _ LENGTH = 150.073 TANGENT = 87.365 1 19 N 89 32 42W - 75.230 0.598 75.228 177.513 177.521 192.410 192.4.8.0 AREA = 18296. SO FT ( 0.42 ACRES) 2 1 1 4 5 6 . 7 , 16 13 13 14 15 le 17 16 • 19 . 19 r a 70 23 24 75 26 7c I 70 29 36 31 32 33 34 , 35 36 37 A I 39 7 3 4 $ 6 1 9 1 •1 . ' 11 17 u 14 15 16 17 18 19 20 71 1 1 177 23 74 75 26 27 78 79 30 31 37 33 36 37 38 39 40 41 42 43 44 43 1 .46 43 48 49 50 51 57 53 54 55 57 L 4 50 59 51 N 48' 26 16E 15'5.000 SL S 41 33 44E 20.000 5L _ N 48__26 16E 20.000 102.832 • .13.269 • 14.965 115.977 13.269 14.965 2 CL- N 20 56 16E 330.000 308.210 2 ' CL 5 69 3 44E 817.330 292.076 .. 2 CL. N 41 33 44W 837.330 611.555 +CURVE: -ANGLE = 27 30 0 ._ RADIUS = 817.330 LENGTH = 392.290 2 CL N 48 26 16E 200.000 132.687' 2 CL N 48 26 16E 309:800 205.531 , CL ` N 43 26 16E 40:000 26.537- 2 CL - 5 4133 44E 228.460 170.942 2 CL N 86 59 38E 133.070 6.979 2 CL 5 3 0 22E 600.000 599.174 28.243 2 CL ' S 44' 57 188 39.910 . 28.198 . 2 CL N 86 18 44W 66.330 4.266 66.193 2 CL., N 86 18 44W 1738.670. 8.119' 13.8.383 2 CL N 86 18 44W 60.000 3.859 59.876 2 CL' S 3 41 16W 373.230 372.457 24.006 2 CL N 3D 33 44W '. 373.230 321.380 189.778 - CURVE: -ANGLE = 34 15 0 RADIUS -= 373.230 LENGTH = 223.108 TANGENT = 114.999 2 CL S 59 26 16W 240.000 122.034 20.6.658 .2. CL S 26 16W 85.09 0 _ 43.220 _ 73.191. 2 CL N 30 33 44W 269.520 232.077: 137.044 2 CL S 20 56 16W 269.520 251.723 96.314 +CURVE_ANGL� = 51 30 0_. RADII S = 269.-520.___L.ENGTH = 24.2...256 T-ANGE.NT - 130.001 2 CL N 69 3 44W 50.000 17.868 46.698 1879.868 18.79.8.7.0.__160.8..5.8.6160 8..581 AREA = 602511. SO FT 1 13.83 ACRES) 2 SL S 69 3 44E 787.330 281.356 2 SL ' N 41 33 44W 787.330 589.108 +CURVE: ANGLE = 27 30 0 RADIUS = 787.330 LENGTH = 377.891 +CURVE:•ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 2 SL N 48 26 16E 427.470 283.598 2 51 ' 5 1 26 16W 427.470 427.335 -CURVE: ANGLE = 47 0 0 RADIUS = 427.470 - LENGTH = 350.655 2 SL S 88 33 44E 13.100 0.329 2 SL. S 1 26 16W 20.000 19.994 2 SL N 47 37.29E - 20.000 13.48D +CURVE: -ANGLE = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 2 SL N 47 37 .29E 45.000 30.329 . 2 51 ' N 1 26 16E 377.470 377.351. , 2 SL - S 48 26 168 377.470 250.426 *CURVE: ANGLE = 47 • 0 0 RADIUS = 377.470. LENGTH = . 309.640 2 SL N 48 26 16E 20.000 13.269 2 51 - N 41 33 44W 20.000 14.965 +CURVE: ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 2 . 2 2 2 2 SL N 48 26 16E 5l 5 41 33.44E Sl N 86. 59 38E 5L - S 3 0 22E SL ' N 86 18 44W 2 SL S 3 41 16W 304:800 . 198:460 13.3.070 600.000 291.330 403.230 , 202.214 . 6.979 18.739 148.495 599.174 402.395 117.927 763.361 . TANGENT = 199.999 231.803 , 29.929 151.568 132.887 31.46 5 735.341 522.340 TANGENT = 192.658 TANGENT = 319.848 TANGENT 13.096 14.775 TANGENT = 33.244 2 SL N 44 44 -57W 45.000 . 31.959 CURVE: ANGLE = 272 22 26 RADIUS = 45:000 LENGTH = 213.922 2 51. N 44 44 571 20.00 -- 14.204 2 SL S 1 26 16W 20.000 19.994 +CURVE: ANGLE = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT . = 2' SL N 88 33 44W - 13.100 0.329 542.243 20.000 10.726 185.869 0.502 8.528 31.680 TANGENT = - 43.173 14.080 0.502 8.528 13.096 9.471 282.436 TANGENT = 164.129 14.965 13.269 TANGENT = 20.000 228.062 131.665 132.887 31.465 290.727 25.935 4 5 7 • 8 9 14 . 17 14 3 1 14 16 • 17 1b 1 19 I 70 ' 71 7z 7 �•fl 24 73 26 27 78 79 30 37 34 35 . 3 g 37 • 38 5 6 9 10 12 13 14 15 17 18 19 20 11 22 13 14 15 t 17 28 t9 30 31 32 33 34 35 36 37 38 54 55 56 57 +59 2 SL N 30 33 44W 403.230 347.212 - CURVE: ANGLE = 34 15 0 RADIUS = 403.230 LENGTH = 241.041 2 SL 5 59 26 16W 325.000 165.254 2 SL N 30 33 44W 239.520 206.245 2 51. 5 20 56 16W 239.520 223.704 +CURVE: ANGLE = 51 30 0 RADIUS = 239.520 LENGTH = 215.291 2 SL N 20 56 16E 20.000 18.679 2 2 SL N 59 3 44W 20.000 7.147 3 +CURVE: ANGLE _ 90 0 0 = 2Q.000 LENGTH = 41 42 43 44 45 46 47 48 49 50 53 58 1 N 41 33 44W 13 101.012 1' N 48 26 16E 2 2 N 48 26 16E 2 2 S 41 33 44E 2 2 5 48 26 16W 2 2 N 41.33 44W 100.000 100.000 135.000 100.000 135.000 2 3 S 41 33 44E 135.000 2 3 5 23 57 57W . 99.860 2 3 N 23 57 57E 377.470 344.927: 205.032 TANGENT = 124.242 279.850 121.790 85.593 TANGENT = 115.531 '7.147 18.679 31.416 TANGENT = 20.90 2553.417 2553.420 1916.233 1916.236 AREA = 507024. SO FT 1 11.64 ACRES) 66.343 66.343 101.012 101.012 66.343 74.824 167.355 167.356 206.488 206.482 AREA = 16673. SO FT 1 0.38 ACRES) 74.824 89.563 89.563 74.824 89.563 167.355 167.355 164.387 164.387 AREA = 13500. S0 FT 1 0.31 ACRES) 101.012 91.251 2 4. N 48 26 16E 100.000 66.343 2 4 N 80 50 10E 33.800 . 5.383 2 4 S . 1 26 16W -- 195.460 195.3918 2 4 N 1 26 16E 377.470 377.351 2 4 5 23 57 57W 377.470 344.927 +CURVE: ANGLE = 22 31 41 RADIUS = 377.470 LENGTH = 148.41 2 4 N 23 57 57E 99.860 91.251 89.563 15 3.32 5 40.562 13.269 74.824 33.369 4.904 9.471 153.325 7 TANGENT = 75.180 40.562 540.328 540.326 158.226 158.229 AREA = 19237. 50 FT 1 0.44 ACRES) 2 3 5 48 26 16W .377.470 250.426 282.436 +CURVE: ANGLE •= 24 28 19 RADIUS = 377.470 LENGTH = 161.223 TANGENT = 81.860 2._ 3 N 48 26 16E 20.000 13.269 14.965 2 3 N 41 33 44W 20.000 14.965 +CURVE: ANGLE .= 90 0 • 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 442.688 442.689 336.268 336.267 AREA = 18310. SQ FT 1 0.42 ACRES) s 7 e ' 13 IS 16 17 IB 70 21 22 13 17 18 li 19 19 30 31 32 33 36 37 36 39 3 5 6 7 0 I. 9 I0 17 13 15 16 17 18 19 70 71 77 23 24 25 26 27 78 79 30 31 32 33 11 .34 • 35 36 37 38 39 40 41 47 43 44 45 1 L I 4 46 47 48 49 50 51 57 53 54 55 55 1 67 � I s3 S9 2 5 N 1 26 16E 195.460 2 5 N 80 50 10E 84.630 2 5 N 86 59 38E 133.070 2 8• N 14.16 5E 176.240 2 8 $ 88 33 44E 13.100 2 8 S 1 26 16W 20.000 2 8 N 47 37 29E 20.000 195.398 13.478 6.979 2 5 N 65 36 18W 45.000 18.586 2 6 N 33 45 29E 45.000 37.413 - CURVE: ANGLE = 80 38 13 RADIUS = 45.000 LENGTH = 2. 6 N 33 45 29E 246.510 204.946 S. 3 0 22E 323.970 170:804 13.480 3 0.329 19.994 *CURVE: ANGLE = 46 11 13 RADIUS = : 20.000 LENGTH 16.122 2 8 N 47 37 29E 45.000' 30.329 2 8 5 19 58 56W 45.000 42.291 -CURVE: ANGLE = 27 38 33 RADIUS = 45.000 LENGTH = 21.710 2 8 5 19 58 56W 156.740 147.304 2 8 N 86 18 44W 130.000 8.362 4.904 • 83.550 .132.887 2 5 S 33 45_29..46 294.946 136.98 2 5 S 33 45 29W 1 45.000 37.413 25.006 2 5 N 44 44 57W 45.000 31.959 . 31.680 - CURVE: ANGLE = 78 30 26 RAMS = 45.0.00 LENGTH = 61.659 TANGENT = 36.771 2 5 N 44 44 57W 20.000 14.204 14.080 2 5 S 1 26 16W 20.000 19.994 0.502 *CURVE: ANGLE = 46 11 13 S = 20.000 LENGTH = 16.122 TANGENT = 8.528 2 5 N 88 33 44W 13.100 0.329 13.096 262.347 262..3.53 221.341 . 221.346 AREA'= 29180. SQ FT ( .0.67 ACRES) 2 5 9 65 •36 18W 151.520 62.582 137'.992 25.006 63.332 TANGENT = 136.982 23.524 16.990 323.527: 323.524 178.978 178'.974 AREA = 26838. SQ FT 1 .0.62 ACRES) 2 7, N 19 58 56E 136.740 147.304 53.562 .2 7. N 19 58 56E 45.000 42.291 15.378 2 7: S 65 36 18E 45.000 18.586 40.982 - CURVE: ANGLE = 85 35 14 RADIUS = 45.000 LENGTH = 6.7.220. TANGENT = 41.661 2 . 7: S 65 36 18E 151.520 62.582 . 137.992 2 7 S 3 0 22E 125.000__ 124.828 6.555 2 7' N 86 18 44W 255.000 16'.402 . 205.997 205.996 254.470 254.472 AREA = 34080. S0 FT I 0.78 ACRES) 43.436 2 8 N 14 16 5E 427.470 ' 414.284 2 8 S • 26 16W 427.470 427.335 -CARVE: ANGLE = 12 49 49 RADIUUS = 427.470 . LENGTH = 95.723 105.354 10.726 TANGENT = 48.063 13.096 14.775 40.982 38.188 254.472 0.502 TANGENT = 8.528 33.244 ' -. 15:378 TANGENT = 11.071 53.562 129.731 637.258 637:252 209.904 209.899 AREA = 22980. SQ FT ( 0.53 ACRES) 7 3 9 10 11 . 12 13 16 14 1 15 . n 22 25 76 17 • 78 79. 30 31 32 33 34 • 35 36 37 9 4 7 .3 5 6 7 6 . 9 10 13 12 u IS 15 16 18 i9 70 21 22 23 24 25 76 27 :• 29 30 31 31 33 34 35 36 37 38 , 39 40 41 42 43 45 46 47 46 /9 50 r`. 51 hi 52 53 54 55 56 57 51 2. 9 N 40 12 16E 259.940 198.528 167.796 2 9 N 29 35 17E 427.470 371.727 211.068 2 9 5 14 16 5W 427.470 414.284 105.354 - CURVE: ANGLE = 15 19 12 RADIUS = 427.470 LENGTH = 114.299 TANGENT = 57.492 2 9 S 14 16 5W 176.240 170.804 43.436 2 13 N 48 26 16E 115.000 76.295 2 10 5 41 33 44E .20.000 14.965 2 13 N 48 26 16E 20.000 13.269 *CURVE: ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 2 10 N 48 26 16E 427.470 283.598 2 13 S 29 35 17W 427.470 371.727 -CUBE? ANGLE = 18 50 59_ =_ 27.S.70 LENGTH = 140 E 13 S 40 12 16W 159.570 121.871 2 13 N 41 33 44W 180.960 135.401 2 11 2 11 2 11 +CURVE: ANGLE 2 11 2 • 11 2 11 AREA = N 47 47 8W 192.370 130.493 S 47 17 8E 787.330 534.081 N 41 33 44W 787.330 .589.108 = 5 43 24 RADIUS = 787.330 LENGTH . 78.647 N 48 26 16E 40.000 26.537 5 41 33 44E 180.960 135.401 5 40 12 16W . 100.370 76.657 2 12 N 55 35 58W 189.880. 107.277! 2 12 S 55 35 58E 787.330 444.822 2 12. N 47 17 8W 787.330 534.081 ' *CURVE: ANGLE = 8 18 50 RADIUS = 787.330 LENGTH = 114.24 2 12 `5 47 17 8E 192.370 130.493 . '2 12 5 40 12 16W 86.470 66.041 ' 33745. SO FT ( 0.77 ACRES) 86.047 13.269 14.965 TANGENT = 20.000 319.848 211.068 TANGENT = 70.95_8 10 3.00 5 120.055 508.562 508.562 434.128 434.127 AREA = 24107. S0 FT ( 0.55 ACRES) 141.343 578.485 `522.340 , TANGENT = 39.356 29.929 120.05 746.139 746.139 728.469 .. 721.4_73 AREA' = 20498. S0 FT ( 0.47 ACRES) 649.632 . 107.277 156.671 64.791 156.671 57.8.485 6 1IANGE.NT . = 57.223 _ 141.343 .n 55.818 641.359 641.356 790.975 790.974 AREA = 19275. SO FT l 0.44 ACRES) 156.600 649.632 57.603 2 13 N 63 58 6W 174.280 76.486 2 13 .5 63 58 6E 787.330 345.534 707.456 2 13 N 55 35 58W 787.330 444.822 • *CURVE: ANGLE .= 8 22 8 RADIUS =' 787.330 IE,NGTH' 115.000 TANGENT = • 2 13 5 55 35 58E 189.880 2> ' 13 $'40 12 16W 89.690 68.5 _ 57.896 521.308 521.312 864.127. 864.128 AREA = 18618. S0 FT l 0.43 ACRES) 3 5 6 7 2 • 9 0 11 C d 13 14 15 le 17. 11 72 :3 23 24 25 4 5 23 35 31 32 33 34 .1.1: 3s 37 38 39 2 3 5 6 7 9 d 1, 91, 12 13 14 IS 16 17 19 19 70 21 22 73 19 15 76 n 20 29 30 31 32 L 1136 35 36 37 33 39 40 61 n 43 44 346 ■ u 43 49 50 51 52 53 54 55 56 57 I lse " 2 2 2 2 *CURVE: 2 2 14 14 14 14 ANGLE 14 14 N 69 3 44W 141.950 50.726 N 20 56 16E 45.000 42.029 S 69 N 63 = 5 5 63 5 40 3 44E 787.330 281.356 58 6W 787.330 345.534 5 38 RADIUS .= 787.330 LENGTH = 69.998 58 6E 174.280 76.486 12 16W 105.330 80.445 438.287 908.021 908.025 17161. SQ FT ( 0.39 ACRES) 2 15 N 69 - 3 44W 100.000 35.735 2 .15 N 20 56 16E 120.000 112.076 2' 15 S 69 3 44E 1$1.950 50.726 •2 15 S 40 12 16W 127.120 97.087 2 16 (4 20 56 16E 2 .16 S 20 56 16W 239.520 223.704 *CURVE: ANGLE = 37 25 52 RADIUS = 239.520 LENGTH = 156.478 2 16 N 20 56 16E 20.000 18.679 2 17- 'N 40 12 16E 2 17 . S 30 33 44E • 2 17: S 59 26 16W 2: 17 N 30 33 44W 2 . 17 5 16 29 36E *CURVE :_ANGLE = 14 4 8 2 17 N 16 29 36W 2 18 2 18 2' . 18 2'' 18 N 40 12 16E 5 30 33 44E S 59 26 16W N 30 33 44W 115.000 145.100 159.640 105.000 • 239.52.0 206.245 239.520 127.090 201.5.10 120.000 159.640 16.081 735.341 42.882 132.577 143.812 1i2.814 175.4.59 107.406 110.820 97:064 137.'462 70 TANGENT = .35.022 156.600 67.992 175.45.5 AREA = ' 14517. S0 FT ( ' 0.33 ACRES) 137.462 53.390 229.664 RADIU 239 :520 LENGTH = 58.814 • 61.017 41.096 16 S 69 3 44E• 15 S 16 29 36E 15 N 16 29 36W 100.000 107:900 239.520 229.664 35.735 103.460 93.397 30.633 . 68.001 85.593 TANGENT 81.146 7.147 2 16 N 6 3 44W 20.000 '7.147 +CURVE: ANGLE '90 0 0 RADIUS = . 20.000 LENGTH = 18.679 31.416 TANGENT = 20.000 362.897 362.900 172.273 172.273 AREA = 17173. SQ FT ( 0.39 ACRES) 93.664 . 81.173 68.001 132.577 93.397 82.058 90.413 121.790 4 TANGENT = 29.555 107.900 103.460 429.525 420.517 242.838 242.836 AREA = 20018. SQ FT 1 0.46 ACRES) 30.633 82.039 102.462 • 103.329 81:173 234.527 234.533 184.501 184:502 AREA = 2 SO FT ( 0.50 ACRES) 2 . 3 9 10 .J 6 ,H• 12 13 If 17 • IC 99 " e 71 22 • 79 75 id v 70 29 0 3'1' 35 36' 37 34 2 j ,3 4 5 6 I 10 11 12 13 14 15 41 16 17 18 19 20 11 22 23 24 25 76 17 .4 28 19 30 31 32 33 34 35 36 37 38 39 J. : 40 41 42 43 44 45 46 47 48 49 50 51 • : 53 54 55 57 s3 59 88.061 2 19 N 40 12 16E 136.420 104.190 2 19 5 23 53 42E , 248.130 226.863 100.5 2 19 S 59 26 16W 100.000 .50.848 2 19 N 30 33 44W 201.510 173.516 2 2) 11 23 53 42M 2 20 S 86 18 44E 2 20 S 16 54 56E 248.130 133.850 187.800 226.863 8.609 179.675 2 21 $ 86 18 44E 145.980 9.390 2 21.' S 2 42 23E 153.460 153.289 2 21 S 2 42 23E 403.230 402.780 - 2 21 N 16 54 56W 403.230 385.784 - CURVE: ANGLE = 14 12 33 RADIUS = 403.230 LENGTH = 100.000 2 21 N 16 54 56W 187.800 179.675 2 22 5 86 18 44E 120.720 . 7.765 2 22 S 3 41 16W 150.000 149.689 2' 22 N 86 18 44W 58.720 3.777 2 22 5 3 41 16W 403.230 402.395 2 22 N 2 42 23W 403.230 402.780 - CURVE: ANGLE _' 6 23 39 RADIUS = 403.230 LENGTH = 45.000 2 22 N 2 42 23W 153.460 153.289 2 23 N.-3 41 16E 150.000 :149.689 2 23 5 1.0 44E 115.000 2 23 S 3 41 16W 150.000 2 • 23 N 86 18 44W 115.000 7.397 133.573 54.643 145.678 7.246 120.470 • TANGENT = 9.648 7.397 114.762 149.689 86.108 102.462 277.706 277.710 188.569 188.570 AREA = 25301. SQ FT•I 0.58 ACRES) 100.508 2 2D 2 2D - CURVE: ANGLE 5 16 54 56E 403.230 . - 385.784 11,7.325 N 30 33 44W 403.230 347.212 205.032 13 38 48 RADLUS = 403.230 1ENGTH = 96.041 TANGENT = 48.249 574.075 574.068 .305.540 305.540 AREA = 23469.50 FT_I 0.54 AC.PES_1 19.040 117.325 TANGENT = 50.258 54.643 565.458 565.458 171.963 171.967 `AREA = 20220. SQ FT I 0.46 ACRES) 9.648 58.598 25.935 __. 19.040 22.523 7.246 559.846 559.849 120.470 120.467 AREA = 16885. SQ FT.( 0.39 A_CRESI 9.648 114.762 157.086 157.086 AREA:= 17250. 124.410 -124.410 50 FT I 0.40 ACRES) 3 6 7 9 10 i7 15 83 17 e= ad! 1v 6 70 21 22 73 24 75 26 17 26 79 30 . 31 37 33 3r' . 35 36 37 38 1 I •• 10 11 3 5 6 7 8 13 14 15 16 17 18 19 20 71 77 13 25 76 27 79 10 11 31 13 44 . 45 .1.A4 47 43 19 50 s1 57 33 s6 55 56 57 18 :s] X 59 3 CL N 16 56 16E 130.230 124.581 • 37.940 3 CL N 16 56 16E 25.000 23.916 7.283 3 CL- S 73 3 44E 2004.500 583.979 1917.548 3 i CL' N 69 ,3 44W 2004.500 716.317 1872.140 +CURVE:.' ANGLE = 4 0 0 RADIUS = 2004.500 LENGTH = _.139.940 TANGENT = 69.998 3 CL' N 20 56 16E 230.000 214.813 82.191 , 3 CL S 59 3 44E 50.000 17.868 46.698 3 CL'' N 20 56 16E 269.520 251.723 96.314 3 CL S30 33 44E 269.520 232.077 ..137.044 - CURVE: ANGLE = 51 30 0 RADIUS = 269.520 LENGTH = 242.256 TANGENT = 130.001 3 CL N 59 26 16E 85.000 43.220 73.191,,. 3 CL N 59 26 16E 240.000 122.034 206.658 3 CL S 30 33 44E 373.230 321.380 189.778 }4 7 3 CL N 3 41 16E 373.230 372.457: 24.00 +CURVE: ANGLE = 34 15 0' .RADIUS = 373.230 LENGTH = 22.3.108 . TANGENT = 114.999 .3 CL` S 86 1844E 60.000 3.859 59.876 3 CL 5 86 18 44E 138.670 8.919 138.383 ie 4.266 66.193 28.243 780.304 3/ 15 36 37 38 39 10 • /1 47 43 2 24 2 • 24 2 24 2 24 N 86 18 44W N 3 41 16E 5 86 18 44E 5 3 0 22E 117.610 150.000 100.000 151.030 7.565 117.366 149.689 3 CL N 89 34 58W •340.320 2.479 3 CL ,N 46 35 14W 176.960 121.616 3 CL S 0 27 18W 176.960 +CURVE: ANGLE = 47 2 32 RADIUS = 176.960 LENGTH 3• CL N 89 32 42M 75.230 0.598 61 +CURVE ANGLE, = 90 0 ` 0 RADIUS =' 20.000 LENGTH = 3 . SL S 73 3 44E 38.100 3 SL . S 16 56 16M 29.000 3 5L N 63 7 29E 20.000' 9.041 +CURVE: -ANGLE = 46 11 13 RADIUS = 20.000 LENGTH = 3 SL N 63 7 29E 45.000 . 20.342 6.432 150.822 3 CL ' S 86 18 44E 66.330 3 CL' S 44 57 18M 39.910 3 CL . 5 6 41 16W 785.650 3 CL N 69 34 58W 293.300 2.136 3 CL N 0 39 38E 210.000 209.986 '3 CL N 89 34 58M 210.000 . 1.530 3 CL N 0 39 38E 150.000 149.990 3 CL N 34 58W 260.000 1.894 3 CL 5 0 39 38W. 335.000 334.978 9.648 99.793 7.920 157.254 157.254 117.361 117.366 AREA = 16320. SO FT I 0.37 ACRES) 3 CL 5' 89 32 42E 75.230 9 3 L N 27_1_8_E 30. 0 .9 3 CL N' 0 27 18E 146.960 146.955 3 CL S 73_.. "3.44E 146.960 - CURVE: ANGLE = 73 31 2 RADIUS = 146.960 LENGTH 0.598 42.814 = 188.567 176.954 = 145.291 3 ' SL N 46 35 14W 176.960 121 6 3 SL .5 73 3 44E 176.960. 51.554 C1iAVE? ANGLE = 26 28 30_R_AD.LW.S = 176.960. L.E.NGTH = 81. 3 SL N 16 56 16E 85.230 81.533 3 SL . S 73 3 44E 20.000 3 SL N 16 56 16E 20.0.00 19.132 5.827 . 31.4.16 11.100 11.132 16.122 0.238 75.228 1:167 149...585 TANGENT = 109.774 2.421 1.729 28.198 91.496 293.292 209.994 259.993 3.862 340.311 128.548 1.405 ' TANGENT = 77.022 75.228 2536.241 ' 2536.239 3304.470 .3304.466 • AREA = .610430. S0 FT 1 14.01 ACRES) TANGENT 36.447 17.840 TANGENT T = 40.140 128.548 169.284 9 T ANGENT = 41.62.8 24.830 19.132 5.827 20'.000 5.827 8.528 3 6 9 10 . 11 17 16 17 18 171 71 . 24 . 27 79 • 32 25 16 30. 31 33 34 . 35 15 37 33 3 ' a 3 $ 6 7 9 10 12 13 94 15 1 6 u 18 19 20 71 12 23 74 29 36 31 , 32 33 34 39 L -4 44 45 46 ' 47 48 49 S0 51 dc., sa 53 54 55 56 57 . 58 .f9 3 51. N 29 14 57W 45.000 39.263 - CURVE: ANGLE = 272 22 26 RADIUS = 45.000 LENGTH = 213.922 3 SL ' N 29 14 57W , 20.000 17.450 3 SL 5 16 56 16W 20.000 19.132 +CURVE: ANGLE = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 3 51. ' N 73 3 44W 37.990 11.068 3 SL N 16 56 16E 20.000 19.132 5.827 3 51 N 72 28 34W 20.000 6.022 19.072 *CURVE: ANGLE = 9D 35 10 - RADIUS = 20.000 LENGTH = 31.621 TANGENT. = 20.206 3 SL $ 72 28 34E 1974.500 594.532 1882.865 3 51. N 69 3 44W 1974.500 705.597 - 1844.121 +CURVE: ANGLE = 3 24 50 RADIUS = 1974.500 LENGTH = 117.646 TANGENT = 58.840 3 SL N 20 56 16E 180.000 168.114 64.324 3 SL S 5 69 3 44E 20.000 . 7.147 18.679 9 SL 4_20 56 1.6E 7 0 18.679 7.142 *CURVE: ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 3 SL N 20 56 16E 299.520 279.742 107.034 3 SL- 5 30 33 44E 299.520 257.910 152.298 - CURVE: ANGLE = 51 30 0 RADIUS = 299.520 'LENGTH = 269.222 TANGENT = 144.471 3 51 ' N 59 26 •16E 40.000 20.339 34.443 3 SL 5 30 33 44E 20.000 17.222 10.169 3 SL- N 59 26 16E 20.000 10.170 17.222 +CURVE: ANGLE = 9D 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 3 SL S 30 33 44E 93.100 80.166 47.339 3 SL' $ 59 26 16W . 20.000 10.170 17.222 3 51' S 74 22 31E 20.000 '. - 5.387 19.261 +CURVE: ANGLE = 46 11 14 •RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8.528 3 SL' 5 74 22 31E 45.000 .12.120 . 43.337 - 3 51 - N 13 15 3E 45.000 43.802 .10.315 - CURVE: ANGLE = 272 22 26 RADIUS = 45.000 LENGTH = 213.922 TANGENT _ - 43.173 -3 SL N 13 15 3E 20.000 .19.468 4.584, 3 51 S 59 26 16W 20.000 - 10.170 17.222 +CURVE: ANGLE = 46 1113 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8.528 3 SL N 30 33 44W 93.100 80.166 47.339 3 SL N 59 26 16E 20.000 10.170 17.222 • 3 SL N 30 33 44W 20.004 1.7_.22 10.169 *CURVE: ANGLE _' 90 0 0 •RADIOS = 20.000 LENGTH = 31.416 TANGENT = 20.000 3 St' N 59 26' "16E 195.000 99.153 3 SL 3 30 33 44E 343.23 295.510 3 SL N 3 41 16E 343.230 342.519 *CURVE: ANGLE = 34 15 0 RADIUS = 343.230 LENGTH = 205.174 76 3 SL ' S 86 18 44E 12.320 0.792 3 SL ' S 3 41 16W 20.000 19.959 3 SL' S 83 18 44E "20.00 4 2.329 *CURVE: ANGLE = 93 0 0 _ RADIUS = 20.000 LENGTH = 32.463 3 SL 5 6 41 16W 485.670 482.365 " 3 5L N 83 18 44W 20.000 2.329 ' 3 SL S 37 7 31E 20.000 . 15.946 *CURVE: ANGLE 46 11 13 RADIUS = 20.000 LENGTH = 16.122 43 3 SL' S 37 7 31E 45.000 35.879 3 SL N 50 3113E 4.5.-000 '28.623 - CURVE: ANGLE = 272 22,26 RADIUS = 45.000 LENGTH = 213.922 3 SL N 50 30 3E 20.000 12.721 3 SL N 83 18 44W 20.30_0 2.329 +CURVE:' ANGLE = 46 11 13 RADIUS = 20.000 LENGTH = 9 SL N 6 41 16E 490.390 487,053 3 SL _ 5 83 _18 44E. 20.00 2.329 3 SL N 3 41 16E 20.000 19.959 +CURVE: ANGLE = 87 0 0 RADIUS = 20.000 LENGTH = 30.369 3 51. 5 86 18 44E 136.230 8.76 3 SL ' S 6 41 16W 785.650 780.304 3 51. N 89 34 58W 2 93.300 _,.• 3 _ .. SLN 0.39 38E- 230.000 3 51 N 89 34 5814 210.000 3 51 N 0 39 38E 1 3 51 N 89 34 260.000 2.136 209.986 1.530 149.990 1.894 16.122 21.987 TANGENT = - 43.173 9.772 5.827 TANGENT = 8.528 36.342 167.910 17.4. 22.076 TANGENT = 105.755 12.294 ,19.864 TANGENT _ 12.071 TANGENT = .27:160 34.724 TANGENT = 15.433 TANGENT = 57.110 19.864 1.286 TANGENT = 2 135.948 2.421 1.729 1.286 .21.07:6 56.560 19.864 8.528 43.173 19.864 8.528 18.9.79 91.496 293.292 209.994 259.993 u 1 l 2 3 4 `5 6 7 9 _. n 12 3 14 15 16 .17 18 19 70 21 ' 6 21 23 24 35 26 27 26 29 30 31 32 33 • 35 36 37 33 39 40 41 42 43 44 45 h u 46 47 43 49 50 51 52 54 55 .56 - 57 S. USe 59 SL S 0 39 38W 335.000 340.320 SL N 89 34 58W 2.479 334.978 3080.764 3080.759 3459.977 '3459.969 AREA = 499842. SO FT ( 11.47•ACRES) 3 1 N 46 35 14W 176.960 121.616 3 1 5 73 3 44E 176.960 ' 51.554 169.284 -CURVE: -ANGLE = 25 28 30 RADIUS 176.960 LENGTH = 81.769 TANGENT '= 41.628 3 N 16 56 16E 85.230 81.533 3 S 73 3 44E 20.000 5.827 3 N 16 56 16E 20.000 19.132 * CURVE: ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 3 1 S 73 3 44E 38.100 11.100 3 1 S 16 56 16W 20.00D____-__ 11.132 3 1 N 63 7 29E 20.000 9.041 • C ANGLE = 46 11 13 RADIUS = 20.000 LENGTH =,. 16.122 3 1 N 63 7 29E 4.5_4 20.342 3 1.. 5 0 24 54E 45.000 44.999 - CURVE: -ANGLE = 63 32 23 RADIUS = 45.000 LENGTH = 49.904 3 1 S 0 24 54E 120.370 120.367 3 1: N 89 34 58W 180.320 . 1.313 1 1 1 3 2 N 0 24 54W ..120.370 ;120.367 3 2 N 0 24 54W 45.000 44.999 3 2.. S 79 2 3E 45.000 .8.560 44.178 - CURVE: ANGLE = 78 37 9 RADIUS = 45.000 LENGTH 61.747. TANGENT = 3 2 S 79 2 3E 3 2 S 0 39 38W 3 2 N 893458W 120.770 22.973 118.565 135.000 • 134:991 160.000 1.165 166.531 166.524 162.743 3 3 N 79 2 3W 120.770 22.973 3 3 N 79 2 3W 45.000 .' 8.560 3 3 N 24 39 53E 45.000 . 40.894 -CURVE: ANGLE = 76 18 4 RADIUS'' 45.000 LENGTH = 59.927 3 _ 3 N 24 39 53E L65.800 150:6 3 3 S 73 18 35E 80.480 23.114 3 3 5 0 39 38W 200.000 199:987 - CURVE: ANGLE = 53 54 50 RADIUS = 45.000 LENGTH = 42.344 3 ' 4 N 29 14 57W ' 20.000 17.450 3 4 S 16 56 16W 20.000 _ 19.132 3.862 . 34.0.311 . 128.548 24.830 19.132 5.827 TANGENT = 20.000 36.447 • 5.127 17.840 TANGENT,= .40.L4.0 0.326 . . TANGENT = 0.872 • 8.528 27.868 180.315 252.978 252.979' 314,698 314.689 AREA : = 20870. SO FT ( 0.48 ACRES) 0.872 0.326 . 36.845 1.556 159.996 162.750 AREA = 0.5.2 ACRES) 118.565 14.178 18.779 TANGENT'= 35.349 69:190 77.089 2.306 223.101 223.101 165.058 165.049 AREA = 23363. SOFT ( 0.54 ACRES) • .3 4 S 24 39 53W 165.800 3 4 5 24 39 53W 45.000 - _3 4 N 29 14 45.000 39.261 150.673 40.894. 69.190 18.779 21.987 TANGENT = .22.886 9.772 5.827 • 9 10 11 12 13 le 17 le 19 I 23 26 27 n 33 34 14 95" 26 • 21 12 23 24 21 29 30 35 36 37 33 1 4 5 6 6 9 10 12 13 14 15 1 ' 16 '7 '09 19 20 11 21 13 14 15 •16 17 .. 1. 38 19 30' 35 36 31 3 5 N 1 48 30E 299.520. ' 299.371 9:452 37 3 6 S 15 57'27E 299.520 , „- 287.978 82.345 37 - CURVE: ANGLE = 17 45 57 RADIUS_.• 299.520. LENGTH= 92.873. TANGENT. = ...46.812 J 3 6 S 15 57 27E 196.260 188.697 53.957 3 6 N 89 34 58W 120.000 0.874 119.997 37 38 39 1 _ , 40 , 1 41 42 43 X44 45 46 47 48 49 .50 51 • 52 53 54 55 56 57 58 59 21535. SO FT ( 0.49 ACRES). 3 5 N 20 56 16E 125.000 • 3 5 S 59 3 44E 20.000 3 • 5 N 20 56 16E 20.000 116.746 , 18.679 7.147 44.669 18.679 7.147 +CURVE: ANGLE = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8.528 3 4 N 73 3 44W 37.990 11.068 36.342 3 4 N 16 56 16E 10.000 .19.132 5.827 3 4 N 72 28 34W 20.000 6.022 19.072 +CURVE: ANGLE = 90 35 10 RADIUS = 20.000 LENGTH =. 31.621 TANGENT = 20.206 3 4 S 72 28 34E 1974.500 594.532 1882.865 3 4 N 69 3' 1974.500 ,705.597 1844.121 +CURVE: ANGLE = 3 24 50 RADIUS = 1974.500 LENGTH = 117.646 TANGENT = 58.840 3 4 N 20 56 166 55.000 51.369 19.654 3 4 S 69 3 44E 125.000 44.669 .116.746 , 849.900 849.901 2025.092 2025.090 3 5 N 59 3 44W +CURVE: ANGLE 3 5 3 5 - CURVE: ANGLE 3 5 125.000 44.669 = 9D 0 0 RADIUS = 20.000" LENGTH = 31.416 N 20 56 16E 299.520 ,279.742 S 1 48 30W 299.520 299.371 = 19 7 46 RADIUS =. 299.520 LENGTH = 100.001 3 5 N 73 18 35W '32.400 9.305 3 6 N 1 48 30E 167.210 167.127 5.27.6 116.746 . .TANGENT .= 20.000 .107.034 9.452 TANGENT = 50.470 5 1 48 30W 167.210 167.127 • 5.276 3 5 N 73 18 35W 48.080 13.809 46.954 473.645 473.644 177.530 177.529 AREA = 22019. SO FT ( 0.51 ACRES) 31.035 476.676 476.675 151.030 151.032 AREA .= 21939. 50 FT ( 0.50 ACRES) 3 7 N 15 57 27W 100.000 96.147 27.492 3 7 N 15 57 27W 299.520 287.978 82.345 3 7• S 30 33 14E 211.52.0 257.910 152.298 - CURVE: ANGLE = 14 36 17 RADIUS = 299.520 LENGTH = 76.348 TANGENT = 38.382 3 7" N 59 26 16E 40.000 20.339 34.443 3 7: S 30 33 44E 20.0 17.222 10.169 3 7 N 59 26 16E 20.000 10.170 17.222 +CURVE: ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 3 7 5 30 33 49E 93.1 - ' 80.1.6 47.339 3 7. 5 59 26 16W 20.000 10.170 17.222 3 7 S 74 22 31E 20.000 5.387 19.261 +CURVE:• ANGLE .= 46 11 14 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8.528 3 7 S 74 5 47W 159.790 43.786 153.674 414.633 414.639 280.731 280.733 AREA = , 16527. SQ FT ( 0.38 ACRES) 4 6 7 6 9 11 13 14 15 I7 73 21 75 26 27 78 29 34 . 31 31 33.. 34 v 36 le 37 30 39 1 7 3 5 6 9 10 II 17 13 14 15 16 17 18 19 70 n • r 1 ' 77 23 74 25 76 27 28 29 30 31 37 33 1 1 1. 34 35 36 37 38 39 40 41 42 43 ,44 45 ■ 14 y46 4e 49 51 52 53 54 55 .56 57 • •'se 59 3 8 N 15 57 27W 96.260 92.551 3 8 N 74 5 47E 159.790 43.786 3 8 5 74 22 31E 45.000 3 3 5 13-42_2.8.W__-__45.,00.0 - CURVE:. ANGLE = 91 55 1 RADIUS = 45.000 3 8 S 13 42 26W 83.910 ' N 8.9._34_3_8M 1:40.000 3 9 N 0 39 38E 150.000 149.990 1.729 3 9 PI 13 42 28E 83.910 61.520 19.8.8_4 3 9 N 13 42 28E 45.000 43.718 10.664 3 9 S 64 45 58E 45.000 . 19.184 40.706% - CURVE:_ ANGLE = 78 _28 26 RADIUS = _ 45.000 LENGTH =, 61.633 TANGENT = _36.749 3 9 S 64 45 58E 136.780 58.312 . 123.728 3 9 S 6 41 16W 200.360 198.997 23.334 3 9 N 39 34 58W 173.380 1'.263 - 173.375 3' 10 N 64 45 58W 136.780 58.312 3 10 N 64 45 58W 4.5.00 19.184 3 10 N 13 15 3E 45.000 43.802 - CURVE: ANGLE = 101. 58 59 RADIUS = 45.000 LENGTH = 3 10 N 59 26 16E 133.850 6 3 10 N 73 54 38E 65.780 18.230 3 10 S 6 41 16W 209.010 3 11 N 13 15 3E 20.000 19.468 3 11 5 59 26 16W 20.000 10.170 *CURVE: ANGLE = 46 11 13 RADIUS = 20.000 LENGTH 16.122 3 11 N 30 33 44W - 93.100 80.166 3 11 N 59 26 16E 20.000 -10.170 3 11. N 30 31_44V 20.00 : 17.222 *CURVE: ANGLE = 9D 0 0 RADIUS = 20.000 LENGTH = 31.416 3 11 N 59 26 16E 120.000 61.017 3 11 S 39 33 44E 127.53 _ - 1 3 ' 11 S 59 26 16W 133.850 68.059 3 3 3 3 12 - , N 3SL3,3 44-4 12.530 109.813 12 N 59 26 16E . 75.000 . 38.136 12 S 30 33 44E 343.230 12 N 18 3 13W 343.230 . .326.332 153.674 12.120 43.337 43.718 1.0.664 LENGTH = 72.191 TANGENT = 46.531 81.520 19.884 1.020- 139.99.6 137.356 137.358 197.011 197.008 AREA = 18574. SQ FT ( 0.43 ACRES_) 276.491 276.492 196.711 196.709 AREA = 41940. SO_ f7 ( 0.96 ACRES) 207.588 10.315 80.097 TANGENT, = 55.554 115.255 63.203 207.587, 207.588 188.773 . 18'8.775 AREA.= 20772. SO FT 1 0.48 ACRES) 295.548 4.584 T ANGEN T = 17.222 TANGENT = 103.329 64.8_4.6 64.581 174.523 26.464 123.728 40.7.06 24.341 17.222 8.528 47.339 10.169 20.000 115.255 188.042 188.042 1.89.981 189_.9.8 5 AREA = 17741. SO FT ( 0.41 ACRES) 64_.84 6 106.369 J' 9 19 11 17 13 14 19 .17 16 19 4 3 6 39 29 21 n 2 � .. 24 34 35 36 37 )8 .2 3 1. 4 4 5 6 7 9 10 11 12 13 14 IS iL. 16 .,; 17 18 19 70 21 22 ?; 23 24 25 26 , 27 -,, . 29 30 31 32 33 34 36 • 37 38 39 L 4 i.40 41 42 43 44 45 46 47 48 49 50 51 • ` - s2 53 54 55 56 57 58 59 +CURVE: ANGLE = . 12 30 31 RADIUS = 343.230 3 12 S 18 3 13E 153.000 3 12 S 73 54 38W 120.010 3 13 N 18 3 13W 153.000 14 3 13 S 18 3 13E 343.2 326.33 106.369 3 13 N 3 41 16E 343.230 342.519 22.076 *CURVE: ANGLE =.21 44 29 RADIUS = 343.230 LENGTH = 130.242 TANGENT 3 13 S 86 18 44E 12.32.0 0.792 12.294 3 13 S 3 41 16W 20.000 19.959 1.286 3 13 3 83 18 34 20.000 2.330 ,. 19.864 +CURVE: ANGLE = 93 0 10 RADIUS '= 20.00 LENGTH = 32.4.64 TANGENT = 21.077 3 13 S 6 41 26W 150.670 149.644. 17.554 3 13 N 83 18 34W 95.000: 11.068 94.353 3 14 N 6 41 16E 3 14 N 73 54 38E 3 14 5 83 18 34E' 3 3 3 3 15 N 6 41 16E 15 S 83 18 44E 15 S 6 41 16W 15 N 83 18 44W 144.010 54.230 95.000 170.000 145.000. 170..000 145.000 474.280 AREA 3 16 N 0 39 38E 210.000 209.986 3 16 N 89 34 58W 36.620 0.267 3 16 N 6 41 16E 95.360 94.711 3 16 5 83 18 44E 145.000 LENGTH = 74.933 145.467 33.259 TANGENT = 37.616 . 4 115.309 474.274. 286.520 286.524 19105. SQ FT I 0.44 ACRES) 47.416 = 65.914 499.054. 499.056 160.604 160'.609 AREA = 21100. SO FT I 0.48 ACRES) 143.030 15.0 168.843 11.068 174.953 174.945 163.230 163.236 . AREA = 23400. SO FT l 0.54 ACRES) 16.887 168.84.3 16.887 185.730 .. 185.730 ' ' 163..3.1.1 16.3.81.1 AREA = 24650. SQ FT I 0.57 ACRES) 16.887 3 16 N 83 18 44W 20.000 2.329 3 16 5 37 7 31E 20.000 15.946 ' +CURVE: ANGLE = 46 11 13 RADIUS = 20.000. LENGTH = 16.122 3 16 S 37 7 31E 45.000 35.879 . 3 15 $ 1 40 15W 45.000 • 44.981 - CU,R_VE_ . A.NG.LE_= 14.1_1.2_14_,___RADIO3 = 4.1..Q9A- LE,NG_T.H = 119_.901 3 16 5 1 40 15W 194.650 ..194.567 '. 3 16 N 89 34 58W 133.300 0.971 16.771 52.106 94.353 19.798 144.013 2.421 11.106 • 144.013 • 19.798 144:013 36.619 .19.864 12.071 TANGENT = 8.528 27.160 1:312 TANGENT ,= 127.79.8 5.675 133.296 308.264 308.260 196.771 196.767 AREA = 39655. 50 FT I: 0.91 ACRES) 7 1 . 9 16 !1. 12 13 . 23 24 75 26 .1 .1 24 26 29 39 31 37 33 36 37 31 3, 34 35 2 3 4 5 6 8 k 10 11 12 13 11 15 16 ' ,17 • 18 19 73 24 25 26 27 28 79 30 31 31 31 1 1../34 35 36 31 . :311 19 40 42 43 41 4 1 11 47 48 49 1 50 51 52 53 51 55 56 57 auJg •• 59 AREA = 37578..SQ FT ( ' 0.86 ACRES) 3 17 N 1 40 15E 194.650 194.567 3 17; N 1 40, 15E 45.000 44.981 3 17 3 83 18 44E 45.069 , -CURVE: ANGLE = 84 58 59 RADIUS = 45.000 LENGTH= - 3 17 5 83 18 44E 135.000 . 15.722 17 S 6 41 16W 221.250 . 219.745 3 - 17; N 89 34 58W 160.000 1.165 . 3 18 N 83 18 44W 45.000 , 5.241 44.694 134.081 3 18 N. 83 18 44W 135.000 15.722 3 18 N 50 30 3E 45.000 28.623 34.724 -CURVE:-ANGLE = 46 11 13 RAAIWS = 45.000 LENGTH = 36.275 TANGENT = 11.18_8 3 18 N 50 30 3E 20.000 . 12.721 15.433 3 18 N 83 18 44W 20.000 2.329 19.864 *CURVE: ANGLE = 46 11 13 RADIUS = 20.000 LENGTH = 16.122 TANGENT = 8.528 3 18 N 6 41 16E 147.490 146.486 17.176 3 18 S 83 18 44E 155.000 18.051 , 153.945 3 18 S 6 41 16W 194.4.00 193.077 3 3 3 3 3 19 N 6 41 16E 120.000 , 119.183 3 19 S 83 18 44E 155.000 23 N 6 41 16E 20 S 83 18 44E 20 $ 6 41 16W 20 N 83 18 44W 240.713 240.707 - 185.763 211.123. 211.129 221.278 221.279 AREA = 29593. SO FT ( 0.68 ACRES) 119.183 . 140.210 . .AREA • ' 18.0 5.675 1.312 44.694 TANGENT 134.081 13.975 153.945 41.223 25.76'6 159:996 185.762 3 19 5 6 41 16W 120.000 119.183 3 19 N 83 18 44W 155.000 18.051 13.975 153.945 137.235 137.235 167.920 .167.920 AREA = 18600. SO FT ( 0.43 ACRES) 120.000 155.000 18.051 129„._09.0 119.133. 155.000 , 18.051' 137.235 137235 167.920 167.920 AREA = 18600. SO FT ( 0.43 ACRES) , • 102.269 3 21_N 641 16E IflO 3 21 5 83 18 44E 20.000 2.329 3 21 N 3 41 16E 20.000 19.959 •CURVE: ANGLE = 87 0 0 RADIUS = 20.000 LENGTH = 30.369 3 21 S 86 18 44E 136.230 .8.762 3 21 S 6 41 16W 130.000 129.115 3 21 N 83 18 44W 155.000 18.051 140.207 19444. 13.97,5 153.945 13.975 153.945 • 19.864 1.286 TANGENT = 135.948 18.979 15.140 153.945 169.082 169.085 50 FT ( 0.45 ACRES) 1 2 3 5 9 14 1 2 13 14 22.6_49 16 17 le 19 20 21 27 24 25 76 3/ 33 34 35 36 37 DATE DESCRI /ON 6 /5- 72 THIS SECT/ON REPRODUCED FROM L /NEN TO myLAR. G. Roy Z3Sct'l{' 4 3flz 2 3 0 4 Z&Sch 26541 133; \340 2S5g3 Qo3� D°' _ .✓O. a ' 2 _ 0 •- 6.a' 03 96- ,c' o_, I 016 oSto 10 .. FRON cr. 25541 �iDOZ . e03zl T.P. N4442 - "c7" 040 4TH AV E . A/o. s' /2 for ',Bk.? A 30 ° 44' C T 157.5 L 307.3' 01 i g P� Q: fk c: 'S 4 F - k q? • i &t , Q' C T 0 �' , t- /A �S / ' t. / _ F s /r A/� a o f ii 1 N 029 °38' a � ' .r o � L.- / / c N L160.2. A 36° 0 4' e ms' ( C 20° Rt. S' T 53.3' 1 T SQL L 1 8 0.3' 1- ><es Z ROcaQ, � 2 c `) 9e t.Lot20,81k 1 2.05 35 , J �{ _ 0 036 0 24 543 iv , 6 0 . N S890•I'E tti 25. N .44 E H 0 0 O cn c /voTE : SHADED ARE/ DES /GNATE d VA CAT /ON" o •, 9 ::� ( a� ® P . e• mr.R S \o 1 9X j Q A "?..0 - •�d �h tctce1mov+ E% a s \s GQ r\ew F ta{ \o - Farce N- R s • 0VI - awe E. t JUL15 ' Srut' LANE cowl i Y PLANNING COMMISSION AIDE. S 89 ° /4'4-4 "E - /331. /9' 25 t 3 (3)03q 0 ) ( )OBI cto 24 19 30 25 30 36 3I