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Applications and Originals
., Community Development Department City of Yelm P.O. Box 479 Yelm, WA 98597 (- ~) ;%te Received: JQN n „ ' llp~ C)F ~~~dBy. INAL PUNCH LIST APPLICATION USE BLACK INK ONLY owner: C ddress: I15 t EPrs T 11 L11~ ~T~t City 8v State: ~C 61vt ~-, ip: ~(°u4~5 )~(PcS 1~1 itG 7UV I Phone: Gz~ Ci $~ • Fax: 253 S 3~- ' ~ I l~3 1~3~0 E-Mail: I11tO~i~C~In,L~ ~° AU1-Con1 Applicant: ddress: I l r, ~L~S T ~ 1 •Li)-1 ~T>ZC~ 1 City an/d~ State: ~(OlY1 ip: '1~f~1~•S ~i', Wl~ Phone:~53 53~•l03 Fax: 253 S3~' • ~ 1 lQ3 ~0 E-Mail: Iu.~b~IGdh~~G61- ngineer: ~ )cc, • S ~ (~ ~hL . AT1h: CI Z~t U . ddress: S3D~ I Zt~ ~rtZ~~t f/~ t. STS - B City 8v Stgate: r L~~. ip: l ~ ~ Z. ~ _ ., L~(A blfil YLG T ct>n Phone: ~i ~, ~ 7 Fax: 253 ~ Z~ -~ ~ S !-~' ~ S ~i E-Mail: N Inc ROJECT NAME, ADDRESS/LOCATION AND CASE NUMBER: FOR OFFICIAL USE ONLY Date Received: ~ T ~ ~~r Date of Interdepartmental Distribution: Inspection Date(s): Wl Upon receipt of this application by the City, it will be routed to the appropriate City departments. The Development Review Engineer and any other relevant City staff will conduct a site inspection within 5 working days from receipt of the application. Upon completion of site inspection(s), a punch list and a final plat application packet will be provided to the applicant. R:\Community Development\Forms & Procedures\Final Plat\Punchlist Application.doc 0 ~.,,, Z LL ~, ~1' ~ ~S~ /Y1 ~ ~ / ' J M-! ee y~ [' y O Z ~.: s?. a - w , w Z ~ ~ J t ~ 'P Q '~ I L~ '.J ~ z z _ 'x U W j ~, O C ~ ' ~ ~ C~ ~.~ O ~9 N ;~ ! ~ ~ Ni ~ v2 W 6 ~-; CL tz I- ~ ~ ~ ~ Gs '~+ ~ ~ Fi ±i Q -a ~ ~ s Q ~ Y, c-~ Gt Fi ~ 1 A ~r"a x o a ~+ z ~ -- f w ~ _ 1 u~ m~v ~ ~ ~~ p J ~? F~ ,w ~+ !t W ~ 9 L' V ~ ~ W ,., ~ ~ ~,, ~a ;~ ~ I ' '~ ° ~~ ~ , - ~~ ~1 I ~ r ,-n ~ a; w as ~-+ a ~ ~o W U ,~~U r^ E+m ~o ~. h-a W ~ a~-+~ a e-i [-~ s N ~~ ~ ~ ,4~ ~~ ~F THE A,~ f 4~ f'~' YELM WASHINGTON CITY OF YELM PO Box 479 Yelm WA 98597 360-458-3835 APPLICATION FOR Final Plat OFFICIAL USE ONLY DG ^ Fee [] ~ C(~~" ar" ~_ Date Received I ~ rJ 3 By File No. Sl,t..~'G3 ' SS ~-- Fee: $750.00 (In addition, any professional service charges per Resolution #358) APPOINTMENT REQUIRED FOR APPLICATION SUBMITTAL -Please call 458-3835 Subdivision Name P~.rut~yt l'~I l~ Case # and Name of Preliminary Plat Approval ~ t_' ,~ " ~ ~ -' ©0~~'7 ~~ ~~ Tax Parcel Number(s) 2'L~ 3n13Dao D - 'LZ~' 3v ~ ~3t~ $ (lp SUBDIVIDER SURVEYOR Lubt3~ M.~-1~. L~haT~UI t~t oVl ~ 7.`t.~, • ~C[Zu~ Pb IYIT ~u~~ ~l hG Name lt5 [ ~ ~.r ~t zrn sn~t- Address TA~Cbhti k , I~JI~- a ~ N'~ S 1.53 53~ • l~3 ~ 253 53 ~ • ~ I to3 Phone Fax G.lol~~cay~f ~ uul • CDwt . E-mail PROPERTY OWNER(S) L.u~ ~ ~ r~~1r~. Ccns,1'~„c,~Sl oV1. Zhr Name il5t ~.-><Cf• hLTtt bTl~t'-~T Address ~~ t. ohn 1~ . I~(Ylcs 1~'11~.(~ Tc~ ~°~ 1k ~ 5 253 ~i~ - lr?,~ 2S3 53~ -`1t 1~3 Phone Fax lu~h~{~uin~~-C~ ~~ 1. ~otn. E-mail Name ~ ADS C~.y~Yt R.o~ C~rS t Address any ~,~c [ u. fir ~r~ a ~ ~~ ~ 25 ~ 53 ~ • b~l ~ L `L~a3 53°[ ~ 3L 3 `f Phone Fax hl~ E-Mail ENGINEER C.C.S N~1 Name 53u~ lZ1N~ Stf~=fit CST, Std ~ B Address r-~r . w~ ~~~L~ 1...53 X122. 1532 'L53 X1.2 -I~5~ Phone ~~JJ~~]] Fax '`~ ll~` IC\ ~' / ~\J E-Mail ~,~ " ,Y~ J J LAND USE BREAKDOWN (Calculate to the Nearest Hundredth) Total Acreage l~ •L~ Number of Single Family Residential Lots _~~ Number of Commercial Lots _~ Smallest Lot Area [ j~ . F r, Total Acreage in Open Space ~~ S[~ • rii, Length in Public Streets 1 K, ~'(, Length in Private Streets VV ~ ~ ~~~ i Number of Multifamily Residential Lots ~ Number of Industrial Lots _~ Average Lot Area ~.~,~ • C'( . Fee in Lieu of Open Space Total Acreage in Public Streets Total Acreage in Private Streets All of the information on the reverse side of this application is required to be filed at the time of final plat submittal unless a written waiver from the planner or engineer accompanies the application. After this office has received written acknowledgment from all departments required to sign the plat, the legislative body will be so advised and a date for a public meeting will be set for their consideration. R:\Community Development\Forms & Procedures\Final Plat\Final Plat Application.doc • CHECKLIST Submitted Missin SUPPORTING DOCUMENTS (Submit one copy of each document, unless otherwise noted) 1. Plat Certificate, date not to exceed thirty days prior to submittal. 2. A copy of any deed restrictions applicable to the subdivision. 3. A copy of any dedication requiring separate documents. 4. Approval (signed off punchlist) by the engineering department that the subdivider has complied with one of the following: A. All improvements have been installed in accordance with the requirements of this title and with the action of the legislative body giving approval of the preliminary plat; B. An agreement and financial security have been executed as provided for in the Subdivision Ordinance to assure completion of required improvements. 5. Mathematical boundary closures of the subdivision showing the error closure, if any (4 copies). 6. The mathematical lot closures and street centerline closures, and square footage of each parcel (4 copies). 7. Lots containing one acre or more shall show net acreage to nearest hundredth. 8. A phasing plan (if applicable.) 9. A summary explanation is required of how all City Council conditions of approval and SEPA mitigation have been met. ' 10. Final drawings on disk in Auto Cad format. 11. A copy of any Home Owners Agreement. 12. A copy of any Maintenance Agreements (Storm Water and/or Open Space.) 13. Warranty Agreement for all improvements. 14. Bills of Sale for Sewer and Water. 15. Deferral Agreement -Waiver of Protest (if applicable.) 16. Storm Water Maintenance Agreement. 17. Water Rights Agreement (if applicable.) 18. Homeowners Agreement. 19. LID Segregation Application (if applicable.) 20. Documentation of Well/Septic/Drain field Abandonment. 21. School Mitigation Agreement. 22. Latecomers Payment (if applicable.) 23. Open Space Fee in-lieu of Payment (if applicable.) 24. Any outstanding City fees. 25. As-builts. 26. Plat Map (11 folded copies -rolled not accepted.) 27. One 11 x 17 reduced copy of the Final Plat Map Date Checked: Checked by: Additional Information Requested: Additional Information Received: Application Complete: R:\Community Development\Forms & Procedures\Final Pla[\Final Plat Application.doc ti ¢ ~M01 z a a a~ O O O N N W m w Zd" m ti ° O 301 Q ~ Z ~7~ W g JM N ~ ~ 3 ax w - d w o z WQ° U m ~ r o ~ Wa w 0 0 0 0 ~ o v~Ui } a te o a of U W w J I- ~ W d d d - d ~~ d ° O j ~ N ° o o ° N ° Z ~ Z x O~ N N Q W O W N °W O J U F ¢ Fi- 20 0 W N~o O > o ~ O w i v~i ° ~ V x ~ W z N V) V) ~ N U) F Z O d r r ~ ~ ~ ~ O J ° O ¢ u) ¢ ~ to w O ~ ° ~ O ~ ~ W H U w H O O W O O (`~ O O V) S ? VI F r a' Z 2 ~ m ^ a' ~ d F ¢ ~ 4 ¢ 2 ~+ 2 ~ d V d d r Z ° U W° Z W a a c~ a a 1}- `` d ~ O o ° 2 z g ~ °z w ~ Z U O z z O ~ w O O e ~ D C7 ¢ W e d Z ¢ w~¢ ~¢ U \~ U o 4 ° } ~ ° < o o ° o ~ ° Z ~ > 4 z ~ o U W$Z o ~Z a ~Z ~ o ~ W ~ e~ J ~ `20 Q ¢ } ~ ~ } e ~ J ~ ~ .. Y 1 f ~ W W ~ ~] J In 2 T^ x 1- ~'1 x ~ W X w e X r (~R! 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LOS a W aa~S mar ,96'949Z M„Lb,OS.LOS uuvai J i AUTUMN HILL ~~ v -------------------~t----- - PT# DESCRIPTION BEARING CURVE DAT MAP CHECK CLOSURE REPORT BO True Point Surveying 8705 Canyon Road East ~ yallup, WA 98371 (253) 539-0942 J Mon Dec 20 05:34:35 2004 r _______________PROJECT: c:\data\plat.pro NORTHING FASTING ELEVATION ISTANCE VERTICAL ANGLE DARY 18 COR 1 589187.44649 1116942.76441 N88 30' 21"W 646.70 ft 16 COR 589204.30917 1116296.2832.0 N1 46' 23"E 331.22 ft 9 COR 589535.36763 1116306.53081 Nl 52' 20"E 116.00 ft 15 COR 589651.30865 1116310.32073 S88 32' 10"E 646.34 ft 17 COR 589634.79657 1116956.45358 S1 53' 58"W 116.00 ft 19 COR 589518.85696 1116952.60838 S1 42' 05"W 331.56 ft 18 COR 589187.44649 1116942.76441 --- -------- Closing ----------- latitude ---- ------- ------------ 0.00023 ------------- --------- ------------ Closing departure = -0.00213 Closing bearing = S83 45'16" E Closing distance = 0.00215 Total tr averse length = 2187.82000 Total er ror of closu re = 1/1019001 Error of closure in lat itude = 1/9366721 Error of closure in dep arture = 1/1025085 Area = 289210.31 SQ FT Area = 6.64 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (2531 539-0942 Mon Dec 20 05:34:35 2004 AUTUMN HILL PROJECT: c:\data\plat.pro ------------------- PT# DESCRIPTION ------------ BEARING ----------- ------------ NORTHING ------------------------- FASTING E%~F.VATION CURVE DATA DISTANCE - VERTICAL ANGLE -- ----- ----- -- ------------------------------- MAP CHECK CLOSURE REPORT 1 ---------- ------------ - ----- --- -- 101 COR 589345.58627 1116777.38670 S88 17'55"E 60.00 ft 99 COR 589343.80486 1116837.36025 S1 42'05"W 103.56 ft 100 COR 589240.29304 1116834.28561 N88 30'21"W 60.00 ft 102 COR 589241.85754 1116774.30562 N1 42'05"E 103.77 ft 101 COR 589345.58627 1116777.38670 -------------------- Closing latitude ----------- = ----------- -0.00701 ------------ ------------------------- Closing departure = 0.00018 Closing bearing = Nl 30'23"W Closing distance = 0.00701 Total traverse length = 327.33000 Total error of closure = 1/46673 Error of closure in latitude = 1/46690 Error of closure in departure = 1/1775612 Area = 6219.96 SQ FT Area = 0.14 ACRES ~ 1 True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (253; 539-Q942 Mon Dec 20 05:34:35 2004 AUTUMN HILL PROJECT: c:\data\p1it.~~ro PT# DESCRIPTION BEARING NORTHING FASTING ELE'JATiON CURVE DATA DISTANCE VERTICAL ANrLE; MAP CHECK CLOSURE REPORT 2 104 COR 589347.36768 1116717.91315 588 17'55"E 60.00 ft 101 COR 589345.58627 ll16777.386?0 Sl 42'05"W 103.77 ft 102 COR 589241.85754 1116774.30562 N88 30'21"W 60.00 ft 103 COR 589243.42205 1116714.3256.'> N1 42'05"E 103.99 ft 104 COR 589347.36768 1116717.41315 Closing latitude = 0.00298 Closing departure = 0.00048 Closing bearing = S9 09'32"W Closing distance = 0.00302 Total traverse length = 327.76000 Total error of closu re = 1/108406 Error of closure in latitude = 1/109806 Error of closure in departure = 1/681056 Area = 6232.98 SQ FT Area = 0.14 ACRES r ~ True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (2.53) 539-0992 Mon Dec 20 05:34:35 2009 AUTUMN HILL - PROJECT: c:Adata\plat.pro ---------- - ----- ------------------- PT# DESCRIPTION ------- ---- BEARING ----------- ------------ NORTHING - ------- -- EASTINC; E;L~E~,IATION CURVE DATA DISTANCE - - ---- VERTICAL ANGLE ------------------------- ------------------------------- MAP CHECK CLOSURE REPORT 3 -------- -- -- ----- 139 COR 589349.14909 1116657.43960 S88 17'55"E 60.00 ft 104 COR 589347.36768 1116717.41.;15 Sl 42'05"W 103.99 ft 103 COR 589243.42205 1116719.32563 N88 30'21"W 60.00 ft 106 COR 589244.98655 1116654.34564 Nl 42'05"E 109.21 ft 139 COR 589349.14909 - 1116657.43960 ------ ------------ -- -------------------- Closing latitude ----------- = ----------- 0.00298 ----------- --- --- - Closing departure = 0.00048 Closing bearing = S9 09'32"W Closing distance = 0.00302 Total traverse length = 328.20000 Total error of closure = 1/108551 Error of closure in latitude = 1/109953 Error of closure in departure = 1/681970 Area = 6246.00 SQ FT Area = 0.14 ACRES i T.r_iie Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (25~~', 539-0992 Mon Dec 20 05:34:35 2004 AUTUMN HILL ------------------- ------------ ---------------------- PROJECT: - ------- c:Adata\p1at.;~ro --- ----------- PT# DESCRIPTION BEARING NORTHING FASTING ELSE`;'P, ~' ION CURVE DATA DISTANCE VERTICAL ANGLE MAP CHECK CLOSURE REPORT 4 107 COR 589350.93050 1116597. 46605 S88 17'55"E 60.00 ft 139 COR 589349.14909 ll16657. 43960 S1 42'05"W 139.43 ft 105 COR 589209.18498 1116653. 30003 N88 17'55"W 60.00 ft 108 COR 589211.56639 1116593. 32648 N1 42'05"E 139.43 ft 107 COR 589350.93050 1116597. 4660` ------------------- Closing latitude ------------ = ----------------------- 0.00000 --------- ----------------- Closing departure = 0.00000 Closing bearing = N90 00'00"W Closing distance = 0.00000 Total traverse length = 398.86000 Total error of clos ure = > 1/9999999 Error of closure in latitude = > 1/9999999 Error of closure in departure = > 1/9999999 Area = 8365.53 SQ FT Area = 0.19 ACRES True Point Surveying 8705 Canyon. Road East Puyallup, WA 9837' (253; ~;3~)-0942 Mon Dec 20 05:34:35 2001 AUTUMN HILL - PROJECT: ~.:.. '~d~=;t,_i'~~~lat . o.ro ---------- -------- PT# DESCRIPTION ------------ BEARING ----------- ------------------------------------- NORTHING FASTING ELEVAT.[ON CURVE DATA - DISTAN CE VERTICAL ANGLE: ---------------------- - -- ------------------------------ MAP CHECK CLOSURE REPORT 5 ----------- -------- - --- 114 COR 589352.71191 1116537.49250 S88 17'55"E 60.00 ft 107 COR 589350.93050 1116597.4660~~ Sl 42'05"W 154.43 ft 141 COR 589196.57278 1116592.881;_3 N88 30'21"W 60.00 ft 113 COR 589198.13728 1116532..90113 N1 42'05"E 154.64 ft 114 COR 589352.71191 111653",'.492:-; f) ------- ---- - -- ------------------- Closing latitude ------------ = ----------- -0.00701 ------------------- -- - - Closing departure = 0.00018 Closing bearing = N1 30'23"W Closing distance = 0.00701 Total traverse length = 429.07000 Total error of clos ure = 1/61181 Error of closure in latitude = 1/61202 Error of closure in departure = 1/2327504 Area = 9272.06 SQ FT Area = 0.21 ACRES True Pcint Surveying 8705 Canyon Road East Puyallup, WA 98371 i2 53i 5.39-`)9~~2 Mon Dec 20 05:34:35 2004 AUTUMN ------- HILL ---- PROJECT: c:\data\plat.pro PT# DE -------------------- SCRIPTION BEARING ---------- ------------- NORTHING ------------------------- FASTING ELEVATION CURVE DATA DISTANCE VERTICAL ANGLE MAP CHE CK CLOSURE REPORT 6 109 COR 589340.96544 1116477.117]_::; N57 25'10"E 14.16 ft RADIUS POINT: 10 589380.51762 1116460.2462`; RADIUS: 43.00 ft DELTA: 18 57' 36" LEFT ARC: 14.23 ft MIDDLE ORDINATE: 0.59 ft EXTERNAL: 0.60 ft DEG OF CURVATURE: 133 14' 46" ARC DEFINITION TANGENT: 7.18 ft 458 589348.59273 1116489.05?_56 N69 49'14"E 14.91 ft RADIUS POINT: 469 589333.74394 111650?_.45082 RADIUS: 20.00 ft DELTA: 43 45' 42" P.IGHT ARC: 15.28 ft MIDDLE ORDINATE: 1.44 ft EXTERNAL: 1.55 ft DEG OF CURVATURE: 286 28'44" ARC DEFINITION TANGENT: 8.03 ft 430 589353.73512 1116503.04963 S88 17'55"E 34.96 ft 114 COR 589352.71191 1116537.49250 S1 42'05"W 154.64 ft 113 COR 589198.13728 1116532.9011, N88 30'21"W 60.00 ft 110 COR 589199."10179 1116472.92114 Nl 42'05"E 141.',3 ft 109 COR 589390.96544 1ll6477.1171? Closing latitude = 0.00557 Closing departure = -0.00348 Closing bearing = S32 00'56" E Closing distance = 0.00656 Total traverse length = 419.50000 Total error of closure = 1/63909 Error of closure in latitude = 1/75373 Error of closure in departure = 1/120549 Area = 9143.82 SQ FT Area = 0.21 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (253; >_, A-a`~~i2 Mon. Dec 2.0 05:34: 5 2!J 09 AUTUMN HILL PROJECT : c : Ada'-,=a `,pl.;~t . ~~ro ------- PT# DE ------------------------ SCRIPTION BEARING ---------- ------------- NORTHING -------------------------- FASTING ELEVATION CURVE DATA DISTA NCE - ----- VERTICAL --------- ANGLE ----------------- ------- MAP CHE ------------------------ CK CLOSURE REPORT 7 ---------- --- ---- 122 COR 589340.93084 1116443. 456811 N89 56'28"E 33.66 ft RADIUS POINT: 10 589380.51762 1116460. 24629 RADIUS: 43.00 ft DELTA: 46 05' 00" LEFT ARC: 39.59 ft MIDDLE ORDINATE: 3.43 ft EXTERNAL: 3.73 ft DEG OF CURVATURE: 133 14' 46" ARC DEFI NITION TANGENT: 18.29 ft 109 COR 589390.96544 1116477. 11713 Sl 42'05"W 141.33 ft 110 COR 589199.70179 1116472. 921?_9 N88 30'21"W 60.00 ft 112 COR 589201.26629 1116412. 9411", N1 42'05"E 84.59 f_t 111 COR 589285.82115 1116415. 95271 N26 56'15"E 61.82 ft 122 COR ------ --- ------ 589340.93084 ------------- 1ll6443. --------- 95680 ---------------- ------- Closing ---------------- -- latitude = - -0.00327 Closing departure = 0.00134 Closing bearing = N22 12'22 "W Closing distance = 0.00354 Total traverse length = 381.40000 Total error of closure = 1/107855 Error of closure in latitude = 1/116496 Error of closure in departure = 1/285378 Area = 7626.95 SQ FT Area = 0.18 ACRES True Point Surveying 8705 Canyon Road East Puyailup~ WA 98371 (253) 539-0992 Mon Dec 20 05:34:35 2004 AUTUMN ------- HILL ------------------------ -- PROJECT: c:Adata\plat.p.ro PT# DESCRIPTION BEARING -------- ------------- NORTHING ------------------------- EASTIi~iG ELEV%?TION CURVE DATA DISTANCE VERTICAL ANGLE MAP CHECK CLOSURE REPORT 8 120 COR 589249.70186 1116297.55169 N50 08'43"E 168.93 ft 119 COR 589352.96133 1116427.236=13 S53 26'10"E 20.19 ft RADIUS POINT: 10 589380.51762 1116460.24629 RADIUS: 43.00 ft DELTA: 27 09'45" LEFT ARC: 20.39 ft MIDDLE ORDINATE: 1.20 ft EXTERNAL: 1.24 ft DEG OF CURVATURE: 133 14'4 6" P,RC DEFINITION TANGENT: 10.39 ft 122 COR 589340.93084 1116443.45680 S26 56'15"W 61.82 ft 111 COR 589285.82115 1116415.45271 Sl 42'05"W 84.59 ft 112 COR 589201.26629 1116412.9411x; N88 30'21"W 116.70 ft 16 COR 589204.30917 1116296.28320 N1 47'55"E 40.41 ft 120 -------- COR ----------------------- 589244.70186 1116297.55169 Closing latitude = ----------- -0.00217 ------------- ------------------------ Closing departure = -0.00983 Closing bearing = N77 32'05" E Closing distance = 0.01007 Total tr averse length = 492.64000 Total er ror of closure = 1/48933 Error of closure in latitude = 1/226703 Error of closure in departure = 1/50114 Area = 11605.76 SQ FT Area = 0.27 ACRES t a True Point Surveying 8705 Canyon Road East PuV~llup, WA 98371 (25~; '-,'<,~-_~)c)q'? Mon. Dec 20 05:34:35 20(".9 AUTUMN HILL ~ PROJECT: c: ca<3'-,-i`-r,l at :>r~o PT# DESCRIPTION BEARING NORTHING FASTING ELF"•IATTOi~i CURVE DATA - - DISTA ---- NCE - - - VERTICAL ANGLE - --- ---------- --- -------------- ---------- ----- MAP CHECK CLOSURE REPORT 9 --- --- --- --- ---- ---- -- - - 118 COR 589352.?_9251 1116300.93046 N79 57'12"E 118.80 ft 117 COR 589373.01636 1116417.905c~~`; S24 57'02"E 22.12 ft RADIUS POINT: 10 589380.51762 1.116460.2462~~ RADIUS: 43.00 ft DELTA: _79 48' 30" LEFT ARC: 22.37 ft. MIDDLE ORDINATE: 1.45 ft EXTERNAL: 1.50 ft DEG OF CURVATURE: 133 14' 46" ARC DEFINITION TANGENT: 11.44 ft 119 COR 589352.96133 1.116427.2364> S50 08'43"W 168.93 ft 120 COR 589244.70186 1116297.5516~~ N1 47'55"E 107.64 ft 118 COR 589352.29251 1116300.93046 -------- Closing ----------------------- latitude = ---------- -0.00157 ------------- -------------------------- Closing departure = 0.00498 Closing bearing = N72 29'08 "W Closing distance = 0.00522 Total tr averse length = 417.49000 Total er ror of closure = 1/79974 Error of closure in latitude = 1/265742 Error of closure in departure = 1/83861 Area = 8041.79 S~ FT Area = 0.18 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 X25 3'; `i:9-09.12 Mon Dec 20 05:34:.35 z00~9 AUTUMN ------- HILL ------------------------ ---------- ------------- PROJECT: c: `~d~,`.a`~,piat .pro -------------------------- PT# DE SCRIPTION BEARING NORTHING FASTING ELEVATION CURVE DATA DISTA NCE VERTICAL ANGLE MAP CHE CK CLOSURE REPORT 10 115 COR 589423.01733 1i16303.1514~ S88 17'55"E 131.94 ft 116 COR 589419.09999 1116435.03394 S31 56'53"W 9.35 ft RADIUS POINT: 472 589425.42396 1116416.0600`: RADIUS: 20.00 ft DELTA: 27 Ol' 98" RIGHT ARC: 9.44 ft MIDDLE ORDINATE: 0.55 ft EXTERNAL: 0.57 ft DEG OF CURVATURE: 286 28' 44" ARC DEFI NITION TANGENT: 9.81 ft 468 589411.16798 1116430.Ofs795 S17 42'30"W 40.05 ft RADIUS- POINT: 10 589380.51762 1116460.2.962`:+ RADIUS: 43.00 ft DELTA: 55 30' 35" LEFT ARC: 41.66 ft MIDDLE ORDINATE: 4.95 ft EXTERNAL: 5.59 ft DEG OF CURVATURE: 133 14' 46" ARC DEFINITION TANGENT: 22.63 ft 117 COR 5893'73.01636 1116417.90563 S79 57'12"W 118.80 ft 118 COR 589352.29251 1116300.93046 N1 47'55"E 70.76 ft 115 COR 689423.01733 1116303.].>].~;:=! Closing latitude = -0.00297 Closing departure = -0.00520 Closing bearing = N60 17'00 "E Closing distance = 0.00599 Total traverse length = 370.90000 Total error of closure = 1/61903 Error of closure in latitude = 1/124877 Error of closure in departure = 1/71277 Area = 7009.60 SQ FT Area = 0.16 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 O" _" - `)' -'I Mon Dec 20 05:34:35 2009 AUTUMN HILL PROJECT : c : A ~,~~ i ` t ~ --~_ ~_ . ern PT# DESCRIPTION BEARING NORTHING F ASTING F,L~EVP.TION CURVE DATA DISTA NCE VERTICAL ANGLE MAP CHE CK CLOSURE REPORT 11 129 COR 589482.98785 1116305 .03430 S88 17'55"E 132.69 ft 130 COR 589479.04840 1116437 .661?', Sl 42'05"W 54.29 ft 440 589929.;3016 1116436 .05127 S10 04'02"w 5.82 ft RADIUS POINT: 472 589925.42.396 1116416 .0600' RADIUS: 20.00 ft DELTA: 16 93' 55" RIGHT ARC: 5.84 ft MIDDLE ORDINATE: 0.21 ft EXTERNAL: 0.22 ft DEG OF CURVATURE: 286 28' 44" ARC DEFI NITION TANGENT: 2.94 ft 116 COR 589419.09999 1116435 .03391 N88 17'55"W 131.94 ft 115 COR 589423.01733 1116303 .1519'; Nl 47'55"E 60.OC ft 129 ------- COR ------------ - 589482.98785 1116305 .03480 Closing - ---------- latitude = ---------- 0.00169 ------------- -------- ----------------- Closing departure = 0.00509 Closing bearing = S71 37'21 "W Closing distance = 0.00537 Total traverse length = 384.69000 Total error of closure = 1/71672 Error of closure in latitude = 1/227332 Error of closure in departure = 1/75524 Area = 7962.57 SQ FT Area = 0.18 ACRE'S True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (253! 539-0942 Mon. Dec 20 05:34:35 2004 AUTUMN HILL PROJECT: c:Adat~_a\~lat.~ro PT# DESCRIPTION BEARING NORTHING FASTING FLE~.IA~C'1ON CURVE DATA DISTANCE VERTICAL ANGLI: MAP CHECK CLOSURE REPORT 12 132 COR 589542.95837 1116306. "9181'',_ S88 17'55"E 132.58 ft 133 COR 589539.02194 111.6439. 4437..4 S1 42'05"W 60.00 ft 130 COR 589479.04840 1116437. 66173 N88 17'55"W 132.69 ft 129 COR 589482.98785 1116305. 03980 N1 38'09"E 52.40 ft 9 COR 589535.>6763 1ll6306. 5308i. N2 55'15"E 7.60 ft 132 COR 589542.95837 1116306. 9181.1 Closing latitude = -0.00151 Closing departure = -0.00826 Closing bearing = N79 38'09" E Closing distance = 0.00840 Total traverse length = 385.27000 Total error of closure = 1/45873 Error of closure in latitude = 1/254987 Error of closure in departure = 1/46634 Area = 7962.53 SQ FT Area = 0.18 ACRES ,~ True Point Surveyinq 875 Canyon Road East Puyallup, WP. 98371 ~2~";; `--~`~^%. Mon Dec 20 05:34:35 2004 AUTUMN HILL PROJECT: c: `~~:~ii_a` ~ ~ . ~~r_~~o PT# DESCRIPTION BEARING NORTHING FASTING ELE~IA.TT.ON CURVE DATA DISTANCE VERTICAL ANGLE MAP CHECK CLOSURE REPORT 13 136 COR 589596.93184 ll16308.61309 S88 17'55"E 132.99 ft 137 COR 589592.99814 1116441.04641 Sl 42'05"W 54.00 ft 133 COR 589539.02194 1116939.44 '1~~ N88 17'55"W 132.58 ft 132 COR 589542.95837 1116306.91S1,~ N1 47'55"E 54.00 ft 136 COR 589596.93184 11i6308.6i309 Closing latitude = -0.00013 Closing departure = 0.00163 Closing bearing = N85 34'03"W Closing distance = 0.00163 Total traverse length = 373.07000 Total error of closure = 1/228653 Error of closure in latitude = 1/2958658 Error of closure in departure = 1/229339 Area = 7157.03 SQ FT Area = 0.16 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (25~? 53~%-0992 Mon Dec 20 05:34:35 'l_00~7 AUTUMN HILL PROJECT: C:~\d~;il.~a\plat.pro PT# DESCRIPTION BEARING NORTHING EASTINi-; ;;_~EVi~TION CURVE DATA DISTANCE VERTICAL ANGLi3 MAP CHECK CLOSURE REPORT 19 15 COR 589651.30865 1116310.32073 S88 32'10"E 132.40 ft 675 589647.92623 1116442.67795 Sl 42'05"W 54.95 ft 137 COR 589592.99814 1116441.04641 N88 17'55"W 132.49 ft 136 COR 589596.93184 1116308.6L;i:i`~ N1 47'55"E 54.40 ft 15 COR 589651.30865 1116310.320'? Closing latitude = -0.00130 Closing departure = 0.00113 Closing bearing = N91 10'38" W Closing distance = 0.00172 Total traverse length = 379.24000 Total error of closure = 1/217961 Error of closure in latitude = 1/288917 Error of closure in departure = 1/330293 Area = 7241.83 SQ FT Area = 0.17 ACRES True Point Surveyir.q 8705 Canyon Road East Puyallup, WP. 9837 i253i X39-0`~;~2 Mon Dec 20 05:34:36 20%9 AUTUMN HILL PROJECT: c: `,c.~r~ -,~r~' -.' ?~~o ------------------------------------------------------------------------------- PT# DESCRIPTION BEARING NORTHING EASTII>lG c,LE'/AT i ON CURVE DATA DISTANCE VERTICP.L ANGLE MAP CHECK CLOSURE REPORT 15 423 589646.49559 7i6498.660:~`~ S88 32'10"E 127.47 ft 138 COR 58964'.23900 1116626.093x,= Sl 27'50"W 55.7 ft 124 COR 589587.72706 1116624.6749 N88 17'55"W 127.70 ft 135 COR 589591.51861 1116497.02'? ~5 Nl 42'05"E 55.00 ft 423 589646.49559 1 7 6498.6601.5 ------------------------------------------------------------------------------- Closing latitude = -0.00111 Closing departure = -0.00095 Closing bearing = N40 25'90"E Closing distance = O.OOI46 Total traverse length = 365.70000 Total error of closure = 1/249979 Error of closure in latitude = 1/328391 Error of closure in departure = 1/385479 Area = 7051.29 SQ FT Area = 0.7.6 ACRES True Point Surveying 8705 Canyon Road r'asi-_ Puyallup, WA 983"? ~ !2 53'a-Oc~4? Mon Dec 20 05:34:6 200.1 AUTUMN HILL PROJECT: c: Adat\pl.~t.pro PT# DESCRIPTION BEARING I,IORTHING EAS'?'Ii~]G ,~; ~F.Vr~TION CURVE DATA -- DISTANCE --------- ------- ----- VERTICAL P1~1C=LF ------------------------- ----------------------------- MAP CHECK CLOSURE REPORT 16 - - 135 COR 589591. 51861 1116497.0?_7.i_~; S88 17'55"E 127.70 ft 124 COR 589587. 72706 1116629.6749. Sl 27'50"W 60.00 ft 126 COR 589527. 74612 1116623.14209 N88 17'55"W 127.95 ft 134 COR 589531. 54506 1116495.245%5 Nl 42'05"E 60.00 ft 135 COR 589591. 51861 1116497.02716 Closing latitude = 0.00055 Closing departure = -0.00128 Closing bearing = S66 32'14" E Closing distance = 0.00139 Total traverse length = 375.65000 Total error of closure = 1/270178 Error of closure in latitude = 1/678581 Error of closure in departure = 1/294530 Area = 7669.70 SQ FT Area = 0.18 ACRES True Point Suraeyinq 8705 Canyon Road East Puyallup, WA 98371 (2.53; `.39-0992 Mon Dec 20 05:39:36 20~:~< AUTUMN HILL PROJECT: c: \data`,Ll--:r .,:,r°~~ PT# DESCRIPTION BEARING NORTHING EASTIr1G ._,~~~"%AT'lON ------------------- CURVE DATA -------- DISTANCE ----------- -- VERTICAL ANGLE ---- MAP CHECK CLOSURE REPORT 17 - --------- -------- ----------------- 134 COR 589531.54506 1116495. 2.9~=>?5 S88 17'55"E 127.95 ft 126 COR 589527.74612 1116623. 192(' S1 27'50"W 60.00 ft 125 COR 589467.76519 1116621. 6092~~~ N88 17'55"W 128.20 ft 127 COR 589471.57151 1116493. 46434 Nl 42'05"E 60.00 ft 134 COR 589531.54506 1116495. 245-'_; Closing latitude = 0.00055 Closing departure = -0.00128 Closing bearing = S66 32'14" E Closing distance = 0.00139 Total traverse length = 376.15000 Total error of closu re = 1/270538 Error of closure in latitude = 1/679485 Error of closure in departure = 1/294922 Area = 7684.63 SQ FT Area = 0.18 ACRES True Point Surveying 8705 Canyon Road ,East Puyallup, WA 98371 (25 539-09-')2 Mon Der 20 05: ";4:36 %'00 1 AUTUMN HILL PROJECT: -- c:~~,da~a\plat.pro ------------ -- ------------------------------- PT# DESCRIPTION BEARING ---------- ------------- NORTHING -------- - EASTIt~7G F'LE~JATION CURVE DATA DISTANCE VERTICAL - - --- AN~~i.,E -----_--- ------- ------------------------------- MAP CHECK CLOSURE REPORT 18 ----------- ------------ - -- - - - 127 COR 589471.57151 1116493. 46434 S88 17'55"E 128.20 ft 125 COR 589467.76519 111662E 60926 Sl 27'50"W 61.50 ft 128 COR 589406.2_8473 1116620. 0381:_ N88 17'55"W 108.46 ft 421 589409.50482 1116511. 62.958 N43 17'55"W 28.28 ft RADIUS POINT: 425 589429.49600 1116512. 2>338 RADIUS: 20.00 ft DELTA: 90 00'00" RIvHT ARC: 31.42 ft MIDDLE ORDINATE: 5.86 ft EXTERNAL: 8.28 ft DEG OF CURVATURE: 286 28'44" ARC DEFINITION TANGENT: 20.00 ft 427 589430.08981 111649'2. 23220 N1 42'05"E 41.50 ft 127 COR - - 589971.57151 -- 1116493. --------- 46434 ---------------- -------- Closing ----------------------- latitude = --- --- --- -0.00293 --------- - Closing departure = -0.00213 Closing bearing = N41 11'26" E Closing distance = 0.00323 Total tr averse length = 367.94000 Total er ror of closure = 1/113952 Error of closure in latitude = 1/151427 Error of closure in departure = 1/173031 Area = 7806.39 SQ FT Area = 0.18 ACRES Tr._:,e Point Surve,-ing 8705 :;anyor, Road ~,a t Puyallup, WA 98371 l<""-'.~~ "~1G-0~~)n,,? Mon Dec 20 05:34:35 %'~0 AUTUMN HILL --- ------------ PROJECT: --------- c:Ad~~a\plat.;t>ro -------------- -- ------------------------------- PT# DESCRIPTION BEARING ------- NORTHING EP.STIN~~ r,LF;~,»"'r~[~1 CURVE DATA DISTAN CE VERTICAL ANGLF'. MAP CHECK CLOSURE REPORT 19 125 COR 589467.76519 1116621. 60~~~~r; S88 27'27"E 122.06 ft 1161 589469.17971 111574;. 6277_:: S20 37'46"E 15.20 ft RADIUS POINT: 1172 589450.84983 1116728, :)ar,~;,; RADIUS: 20.00 ft DELTA: 44 39'4 3" RIGHT ARC: 15.59 ft MIDDLE ORDINATE: 1.50 ft EXTERNAL: 1.62 ft DEG OF CURVATURE: 286 28'4 4" ARC DEFI NITION TANGENT: 8.22 ft 911 589450.25603 1116748. 98184 Sl 42'05"W 27.78 ft 812 589422.48801 1116798. 15701 S46 42'05"W 7_8.28 ft RADIUS POINT: 811 689923.08181 i116728. 1658~i RADIUS: 20.00 ft DELTA: 90 00'0 0" RIGHT ARC: 31.42 ft MIDDLE ORDINATE: 5.86 ft EXTERNAL: 8.28 ft DEG OF CURVATURE: 286 28'4 4" ARC DEFI NITION TANGENT: 20.00 ft 813 589403. 09063 1.116727. '=;~'~_0' N88 17'55"W 107.58 ft 128 COR 589406.28473 i116620. 0381:~. Nl 27'50"E 61.50 ft 125 COR 589967.76519 1116621. 60'_)25 Closing latitude = 0.00081 Closing departure = 0.00295 Closing bearing = S74 37'44" W Closing distance = 0.00306 Total traverse length = 362.40000 Total error of closure = 1/118427 Error of closure in latitude = 1/446778 Error of closure in departure = 1/122820 Area = 7765.60 S~) FT Area = 0.18 ACRES True Point Surveying 8705 Canyon Road. Ease Puyallup, WA 98371 (?5", 5">9-:)992 Mon Dec 20 05:3-9 : 36 _'~)'% AUTUMN HILL PROJECT: o:`~da~a\~~.iat.^ro ------------------------------- PT# DESCRIPTION BEARING ---------- ------------- NORTHING ------------------------- E~?.STI!~Ir; L'LEVATION CURVE DATA DISTA NCE VERTICAL Af.'iGLL; MAP CHECK CLOSURE REPORT 20 123 COR 589556.99878 1116623.8883%' S69 49'26"E 116.33 ft 147 COR 589515.82607 1116733.07969 S11 23'32"E 53.40 ft RADIUS POINT: 13 589999.23589 1116780.95015 RADIUS: 51.00 ft DELTA: 63 08' lt" LEFT ARC: 56.20 ft MIDDLE ORDINATE: 7.55 ft EXTERNAL: 8.86 ft DEG OF CURVATURE: 112 20' 91" P.RC DEFI NITION TANGENT: 31.34 ft 1161 589464.47971 1116743.6271.; N88 27'27"W 122.06 ft 125 COR 589967.76519 1116621.60926 N1 27'50"E 89.21 ft 123 COR 589556.94878 1116623.88837 Closing latitude = -0.00438 Closing departure = 0.00270 Closing bearing = N31 37'49 "W Closing distance = 0.00514 Total tr averse length = 381.00000 Total er ror of closure = 1/74075 Error of closure in latitude = 1/86997 Error of closure in departure = 1/141253 Area = 7818.11 SQ FT Area = 0.18 ACRES True Point Surveying 870`x; Canyon Road Past Puyallup, WA 9837 i-'5~ >", '?-(.)`~« Mon Dec 20 05:34:36 20:;1 AUTUMN HILL PROJECT: c: Adata`,pi-=3t. ~->ro PT# DESCRIPTION BEARING NORTHING F ASTING EI_,E~,IATION CURVE DATA DISTA NCE VERTICAL ANGLE MAP CHECK CLOSURE REPORT 2i 138 COR 589693.23900 1116626 .09353 S88 32'10"E 30.61 ft 150 COR 589692.45967 1116656 .589"0 S40 58'04"E 138.68 ft 151 COR 589537.74999 1116747 .512x3'; S34 36'15"W 25.91 ft RADIUS POINT: 13 589499.23589 1i16780 .950L~, RADIUS: 51.00 ft DELTA: 28 51'23" LEFT ARC: 25.69 ft MIDDLE ORDINATE: 1.61 ft EXTERNAL: 1.66 ft DEG OF CURVATURE: 112 20'41" ARC DEFI NITION TANGENT: 13.12 ft 147 COR 589516.82607 1116733 .07Gr~ N69 49'26"W 11.6.33 ft 123 COR 589556.94878 1116623 .888"l-' Nl 27'50"E 86.32 ft 138 COR 589643.23900 1116626 .09353 -------- Closing ----------------------- latitude = ----------- 0.00629 ------------ -------- ----------------- Closing departure = 0.00658 Closing bearing = S46 18'09" W Closing distance = 0.00910 Total tr averse length = 397.25000 Total er ror of closure = 1/43651 Error of closure in latitude = 1/63183 Error of closure in departure = 1/60377 Area = 8320.50 SQ FT Area = 0.19 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 ;;'. ,- 3, ~ "'-(;`.)42 Mon Dec 20 05:34:35 :~C;0 " AUTUMN HILL PR0~.7ECT : ~.: `~ c.~~ ~ 1 `~} ~ i -rig ..aro PT# DESCRIPTION BEARING NOF<THING ERSTI~~1G ET~E`J:~~.`C7ON CURVE DATA DISTA NCE VERTICAL AN'LP MAP CHECK CLOSURE REPORT 22 150 COR 589642.45967 1116656. 58930 S88 32'10"E 127.98 ft 148 COR 589639.19020 1116789. 526?:? Sl 27'50"W 89.00 ft 149 COR ;89550.21925 1116782. 2'~3C)`; S70 14'53"W 36.91 ft RADIUS POINT: 13 589499.23589 1115780. 950i'~ RADIUS: 51.00 ft DELTA: 42 25" i4" LEFT ARC: 37.77 ft MIDDLE ORDINATE: 3.46 ft EXTERNAL: 3.7~. ft DEG OF CURVATURE: 112 20' 41" ARC DEFI NITION TANGENT: 19.80 ft 151 COR 589537.74494 1116747. 51285 N40 58'04"W 138.68 ft 150 COR 589642.45967 1116656. 589'0 Closing latitude = 0.00014 Closing departure = 0.00278 Closing bearing = S87 Oi'00 "W Closing distance = 0.00279 Total traverse length = 392.57000 Total error of closure = 1/140922 Error of closure in latitude = 1/2707769 Error of closure in departure = 1/141113 Area = 7995.43 SQ FT Area = 0.18 ACRES True Point Surveyin:~ 8705 Canyon Road East Puya]_1up, WA 98371 ~~'~.' ,`:3-0'~+)<' Mon Dec 20 05:34: 6 ~~i;)- AUTUMN HILL ------------------------------- ---------- ------------- PROJECT: ------- c:Adat--~\p1~~t.pro - PT# DESCRIPTION BEARING NORTHING ----- ------------ EASTINGI ELE`JATION CURVE DATA DISTA NCE VERTICAL ANGLP~ MAP CHECK CLOSURE REPORT 23 148 COR 589639.19020 1116784 .52672 S88 32'10"E 128.48 ft 145 COR 589635.90801 1116912 .96169 S44 00'22"W 139.02 ft 146 COR. 589535.91836 1116816 .3817"; N67 15'54"W 37.00 ft RADIUS POINT: 13 589499.23589 1116780. 95015• RADIUS: 51.00 ft DELTA: 92 32' 32" LEFT ARC: 37.87 ft MIDDLE ORDINATE: 3.47 ft EXTERNAL: 3.73 ft DEG OF CURVATURE: 112 20' 41" ARC DEFINITION TANGENT: 19.85 ft 149 COR 589550.21925 1116782. 25_'>G' N1 27'50"E 89.00 ft 148 COR .589639.19020 ll16784. 52672 Closing latitude = -0.00426 Closing departure = 0.00499 Closing bearing = N46 30'01 "W Closing distance = 0.00619 Total tr averse length = 393..50000 Total er ror of closure = 1/63592 Error of closure in latitude = 1/92383 Error of closure in departure = 1/87667 Area = 8027.76 SQ FT Area = 0.18 ACRES True Point Surveying 8705 Canyon Road East Pu~.~a].lup, WA 98371 !?:>:) i i--f)'-~',' Mor; Dec 20 05:39:36 %'Cii l AUTUMN HILL PROJECT : c.: `~ ~i~i ~ i ` ~ ' _1'._ . j:~ ro ------------------------------- PT# DESCRIPTION BEARING ---------- ------------- NORTHING -------- F ------------------- ASTiI.~IG ?I_~E`IAi':ON ------ CURVE DATA - DISTANCE VERTICAL ANG;Li? ------ ------------------ MAP CHECK CLOSURE REPORT 24 ---------- ------------ ------- ------------------ 145 COR 589635.90801 1116912 .961(-9 S88 32'10"E 30.51 ft 179 589635.12869 1116993 .45745 Sl 53'58"W 88.7.3 ft 142 COR 589546.49688 1116940 .5162 S73 31'05"W 115.90 ft 143 COR 589513."!0528 1116829 .85952 N31 14'16"W 25.98 ft RADIUS POINT: 13 589499.23589 1116780 .9501`.; RADIUS: 51.00 ft DELTA: 29 30'42" LEFT ARC: 26.27 ft MIDDLE ORDINATE: 1.68 ft EXTERNAL: 1.74 ft DEG OF CURVATURE: 112 20'91" ARC DEFINITION TANGENT: 13.43 ft 146 COR 589535.91836 1116816. 381-'3 N44 00'22"E 1.39.02 ft 145 CoR 589635.90801 1ll6912. 96i6 Closing latitude = 0_.00462 Closing departure = O.C1000 Closing bearing = S65 12'39" W Closing distance = 0.01102 Total traverse length = 399.64000 Total error of closure = 1/36266 Error of closure in latitude = 1/86497 Error of closure in departure = 1/39997 Area = 8471.42 SQ FT Area = 0.19 ACRES T.r_ue Sint 5rveyin<, 8705 Canyon Road East Puyallup, WA 98371 ;i , ,~~-U9~2 Mon Dec 20 05 54:36 20C) AUTUMN HILL PROJECT: ~: \~:l~at-_a, r;1 t .%ro PT# DESCRIPTION BEARING NORTHING F ASTING L,LE~.~P.T~.ON CURVE DATA DISTANCE ~,~ERSCAL ANG.:i=; MAP CHE CK CLOSURE REPORT 25 153 COR 589458.37311 1116937 .80608 N88 08'21"W 121.73 ft 1168 589462.;?2571 1116816 .14945 N14 56'26"E 53.1`3 ft RADIUS POINT: 13 589499.23589 11167 5 .9501.:; RADIUS: 51.00 ft DELTA: 62 50'43" LEFT ARC: 55.94 ft MIDDLE ORDINATE: 7.48 ft EXTERNAL: 8.76 ft DEG OF CURVATURE: 112 20'41" P.RC DEFINITION TANGENT: 31.16 ft 143 COR 589513.70528 1116829 .8545. N73 31'05"E 115.40 ft 142 COR 589545.44688 1116940 .516r:~7 Sl 53'58"W 27.20 ft 2 COR 589519.26540 11169{9 .614"/'- S1 92'05"W 60.92 ft 153 ------- COR - 589458.37311 111657 .80608 Closing ---- ------------------- latitude = ----------- -0.00270 ------------- ------- ----------------- Closing departure = -0.00729 Closing bearing = N69 41'56" E Closing distance = 0.00777 Total traverse length = 378.43000 Total error of closure = 1/48681 Error of closure in latitude = 1/140311 Error of closure in departure = 1/51905 Area = 7709.22 SQ FT Area = 0.18 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 ;2`?; ~?',-"~l<i; Mon Dec 20 05:34:36 X00] AUTUMN HILL PROJECT : c : ` a . t r: \ 3'= . _;,ro PT# DESC RIPTION BEARING NORTHING 1:~ ASTII~I~ ~;L,"`~iAT i ON CURVE DATA DISTA NCE VERTICAL ANG;:-: MAP CHECK CLOSURE REPORT 26 1168 589462.32571 1116816 .1444` S88 08'21"E 121.73 ft 153 COR 589958.37311 1116937 .80608 Sl 42' 05"W 36. 50 ft 445 589421.88921 1116936 .7223~~ S46 42'05"W 35.36 :Et RADIUS POINT: 444 589422.63196 11169iL .7334~~. RADIUS: 25.00 ft DELTA: 90 00' 00" RIGHT ARC: 39.27 ft MIDDLE ORDINATE: 7.32 ft EXTERNAL: 1.0.36 ft DEG OF CURVATURE: 229 10' 59" ARC DEFINITION TANGENT: 25.00 ft 428 589397.64248 1116910 .99116 N88 17'55"W 82.50 ft 831 589400.09192 1116828 .5275; N43 17'55"W 28.28 ft RADIUS POINT: 830 589420.08310 1116829 .121_;3 RADIUS: 2.0.00 ft DELTA: 90 00'00" RIGHT ARC: 31.42 ft MIDDLE ORDINATE: 5.86 ft EXTERNAL: 8.28 ft DEG OF CURVATURE: 286 28'49" ARC DEFINITION TANGENT: 20.00 ft 832 589420.67691 1116809. 13015 Nl 42'05"E 27.78 ft 913 589448.44493 1116809. 954` N24 Ol'56"E 15.20 ft RADIUS POINT: 1169 589447.85113 1116829. 9461: RADIUS: 20.00 ft DELTA: 44 39'43" RIGHT ARC: 15.59 ft MIDDLE ORDINATE: 1.50 ft EXTERNAL: 1.62 ft DEG OF CURVATURE: 286 28'9 4" P.RC DEFINITION TANGENT: 8.22 ft 1168 ---------- ---------------------- ---------- 589462.32571 ------------- 1116816. -------- 14445 ----------------- . , „ Tx?~~, Point Surv~yinc~ 87Ci5 Canyon Road rest Puyallup, WA 9837"! ~ _,:~, _;_~~-0942 Mon Dec 20 05:39:36 2004 AUTUMN HILL PROJECT: c:Aci:~[_-,i`~,x?.iat.c~ro PT# DESCRIPTION BEARING CURVE DATA ------------------------------ MAP CHECK CLOSURE REPORT 26 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure NORTHING EASTIi~7G r"~LE'7P.TiON DISTANCE VERTICA;~ ANGLE -0.00512 0.00940 N40 41'43"W 0.00675 347.5000 1/,-,1429 1/67832 1/78875 Area = 7618.58 SQ FT Area = 0.17 ACRES .. ., True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 (25"~; 539-0992 Mon Dec 20 05:39:36 2009 AUTUMN HILL PROJECT: c:Adata\pla~1_.E~ro PT# DESCRIPTION BEARING NORTHING FASTING i~LE`,'AT'IOI~I CURVE DATA DISTA NCE VERTICAL P.N<_;LE MAP CHECK CLOSURE REPORT TRACT A 99 COR 589343.80486 1116837 .36025 S88 17'55"E 77.00 ft 433 589341.51872 1116914 .32Fi3(i S43 17'55"E 28.28 ft RADIUS POINT: 432 589321.52753 1116913 .73250 RADIUS: 20.00 ft DELTA: 90 00' 00" RIGHT ARC: 31.42 ft MIDDLE ORDINATE: 5.86 ft EXTERNAL: 8.28 ft DEG OF CURVATURE: 286 28' 44" ARC DEFINITION TANGENT: 20.00 ft 285 589320.93373 1116933. 72368 S1 42'05"W 83.21 ft 180 589237.76375 1116931. 25326 N88 30'21"W 97.00 ft 100 COR 589240.29304 1116834. 285F:~i N1 42'05"E 103.56 ft 99 COR 589343.80486 1116837. 36025 Closing latitude = 0.00227 Closing departure = -0.00232 Closing bearing = S45 37'03 "E Closing distance = 0.00325 Total traverse length = 389.05000 Total error of closure = 1/119877 Error of closure in latitude = 1/171388 Error of closure in departure = 1/167734 Area = 9942.22 SQ FT Area = 0.23 ACRES True Point Surveying 8705 Canyon Road East Puyallup, WA 98371 ,"'S~, ~_.~~-0942 Mon Dec 20 05:34:36 2004 AUTUMN HILL PROJECT: c:\d<ata`,plat.pro PT# DESCRIPTION BEARING NORTHING FASTING ELEVATION ------------------- CURVE DATA ------------ DISTANCE ------------------- VERTICAL ANGLE MAP CHECK CLOSURE REPORT TRAC T B ---- -------------------------- 106 COR 589244.98655 1116654.34564 S88 30'21"E 277.00 ft 180 589237.76375 111.6931.25326 S1 42'05"W 50.00 ft 1 589187.78547 1116929.768-~ N88 30'21"W 3.37.00 ft 141 COR 589196.57278 1116592.88113 N1 42'05"E 15.00 ft 108 COR 589211.56639 1116593.32648 S88 17'55"E 60.00 ft 105 COR 589209.78498 1116653.30003 N1 42'05"E 35.22 ft 106 COR 589244.98655 1116654.3456<<1 Closing latitude = 0.00298 Closing departure = 0.00048 Closing bearing = S9 09'32"W Closing distance = 0.00302 Total traverse length = 774.22000 Total error of closu re = 1/256072 Error of closure in latitude = 1/259379 Error of closure in departure = 1/1608761 Area = 14793.59 SQ FT Area = 0.34 ACRES