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HomeMy WebLinkAbout010-841-36-5412-LUP-2025-198ELV FRONT_ SCALE: 1/8" = V-0" a -I ELTREAR SCALE: 1/8" = V-0" ---------- ELV LEFT SCALE: 1/8" = 1'-0" ELV RIGHT SCALE: 1/8" = 1'-0" TOP OF TOP OFSO6hLi3OH TOP OFFOIJNOATION o ,1 `-_- TOP OF 9'-4' 52'-0" LV-23A" 24' - 17'0" Walkout Wall 81-11"j, Walkout Wall Walkout Walkout Wall 7'-3' 5'-IIIA" X-21A' 12'V '.10 A". 14'-13/4" '-0" 8" THICK LOOKOUT WALL 5,01 Ya- ::;2:wj pt] a- 0 C 1b.5 P,A, .............. .... .................... ------------ ....... ------------------- !%:p lyz ......... ............................. --------- .................. --- .......... ------ --- -- - ------ . - -- ------ ..................................................EL . ..... .. .......------------------------------------- II II ..... ... . ........................... ... ... II• II III III I lit C; Uj cq z En FLUSH x jR LU En Z 49 co m L '0 mom 0 Uj w Ld C'4 Ld 0 �9 z 0 ................ . — --- ----------- ------ ------ > 70 C? --------------- -------- ........ 9 -- 9 --------------------................ ........•---- --------------------------------- ... . .......... ... 0 0) 0 0, 3 U9............ -- ------------------------------------ ---------------------- -------------------------------- .......... . ................ ...... ---------- I ------------------------- .. ............ C4 .1 m F- FLUSH z BEAM ........ ............ 00 1) 4'-4 401-111h, 16 �3�vw NG CL BEARIN CL BEARING IF ICL BEARING( I CL BEARING z MECHANICAL z ............... . ...... --------------------------------- ....................... ----------------------------------- --------- -- .................................................. ------ ------ -------------------------------- ....... . .. ... ............................. .................. .. ....... j :1.0" Thick -10' Tall Foundation Wall E� --- ------- ................. ------------------ Z r�, — ., -. .. .. '4 . P. I ...ti ------------------------------- I -- ---------------------------------------------------- STORAGE - 2.0.'-71/,' ;0_. --- VIA L) 431-6* 12" Thick - 10' Tall Foundation Wall Thick - 8'Tall Foundation Wall IF ----- - - ---------------------------------- ............ - ----- -------- -- --- ----------------------------------------------- ------------ 01' Thick - 10' Tal I Poundatlon Wall -------- FMTLK 4'— co 2371 SQ FT FINISH 9' BASEMENT HEIGHT 22 L FOUNDATION WALLS HEIGHT AS NOTED DIMENSIONS INSIDE ARE TO FINISHED DRYWALL o UNLESS OTHERWISE NOTED DPIV MPME cri o FOUNDATION BEARING. SCALE: 1/8" = 1'-0" Dnop raance --L --- ---------------------------- Nt/ .................. -------------------------------- ..................... 52'•C" - DECK 42' 0" 24'-0" 17',0" 161-113/"" 8'•911 5'-81 10'-G%a" 12'-0" CANT. RCOF TRIM- — 5'R00FC9VER PD it X B'-0 8%8" 8'.33A'• 4'-63/4" 4'-2i/a" 3'-5W .''23J." 6-714" 3'-11'h3'-0' x 6'-0' ." PF PF 2•_ga� W-6` 5•_G" 3%3W -� " • i 2a'•� 0w " 4' D" 3's}rux2' 0' 3'0'x2 -01t1I 3'.0'x2.0' 34 1'1x'-75-0'5 R" 4 �` 30' 6-0 PF 9'-0' x 6'-0" 6".0'3-.0' j-. 3'-Wx3'0' 3'0"x5'6- 3'-0'. 6'0' PD 6•0 X B-D DESK 16'-3" 22'-11- SUNROOM 4b m OFFICE " VAULTVAULT in SHELF 3'0' GREAT ROOM PRIMARY BEDROOMLd z a = I v 6•-2'h" 3'-0" 4'�" I 1K•'we:i0rylb o5x3 lib/Shower LINEN 1/2 '� I MPIROn BMiN Doug BATH i — — — PRIMARY = — , Aux =�-FI:A�:_=:ss • OS & BEAMSI y BATH r GUEST BATH n N V VAULT VAULTSNJCK BAR I aT 3Gin 6} ED r 00 L�FBEDR?OOM I w-r BLE I" J 2no 4 2-4 .1 FOYER -61h ID q f 7'4=d3 &" BENCH I I DINING I I:: � �, c N'x 5',D 7'-6' - 5 -0 2'.6- x 5'-0' •••'• LAUNDRY 3'-0 DOOR61DELITES d 26 F •• F TRANSOM 00 I F ^ G O 0 o N v20'-75h". C`A 7.6 r5-0 I g•_1 i 1 ss c4 ^ r .Z: mow; o � w W LJ D RM FLATWORK TBD IC MUD RM, s v 3' Q' a EXT DIM 454 4 4 01 _ 28' Dx EXT. DIM. MATCH PLATE HT _QF iQu-9 �- ._.--------------- i c 4 MAIN FLOOR,: SCALE: 1/8" = 1'-O"................ 5._8112. 3'-0i/a" - 14'-53/4' 2914 SQ FT 9' MAIN FLOOR WALLS DIMENSIONS INSIDE ARE TO FINISHED DRYWALL UNLESS OTHERWISE NOTED 9'4. 9-4' 52'•0" 4 � s 13'•2T�S' 28'•9'6'P Wall 24'-0" Walkout Wall 1.7'-0' Walkout Wall Walkout Wall 8'•1'h' _ W-2 Walkout �" q•_gi/s• 12'-0" I 12'-0" lO'/" 14•1354 3'-0" 8" THICK LOOKOUT WALL 7'-3" 5'-113/4" S• n• s 3 r � - "6'-U'r6r-0" _ - -- _�f.-0n• - _ •7'by it 3;6' _..... __••..... ..... .........22X� b ------------------------- ll_.__. g-------•--.-.-----. -0V U- - o -_ 0. BSMlrll n v jCn FOOTWAEPACE 9' COUNTERTOP SEA ING o M BATH 1 Of O FOR WET rtEMS 1'q" FOR -" O = In i9V TY 4 o T.B TO ; !'� CAN - '°'E" N LIVING ROOM ' o TVii3 .� Z BEDROOM LLI FLUSH 7 BEAM . GO R' Z io m m zm I m On C7 z of 11 Go LC kA -0 DO Z," J U T3Tui/SN[AV[ii CONIOO ' V - '- o -• ....-- ---._ ..$' •••• /11--T-� y�.q�/s- SO'-0° rnr+R�r[Fa r ti Co 7BSMN' BATH 2' �`+ o C -3G . �1.. '•21%J ii J ._ •-----...Z$`-- THEATER ROOM .........................'-----------•--------------•--•-•-...-------......-------... F iv m '•' rl REC ROOM FLUSH-' T 00 a Z BEAM 5.0• - ------------ --------- M. 04 EE m 21.�,�" T n'•nys^' I n°'_11=h° zs'�c" CL BERRI G o CL BEARING ICl BEARING! I II II II CL BEARING n ry MECHANICAL CA 2 BEDROOM 5 4:;I ................ ----------------------- a E3 ri ' 9i e c" _. ...........____- __.. .__ ..____•_____ .. .............................. ---- ---------•---------.._-.... _._....... _____..__._ ._..--- 0" Thick- 10' Tall Foundation Wallto 15'•1" to cQ w9 in ---- .__ ...... _�.. .AII_. .4 r ;Q .� " OC � 0 STORAGE .._ .........______-----_•._..___.......-'"----__ _......... ..........."'•_____-......---"-""--••_•_. k�7pNY1 m ry 20'-7s+a" 22'•141h' J U .g 00 n3'-6" 17 s" 12" Thick - 10' Tall Foundation Wall 8" Thick - 8' Tall Foundation Wall 1�••7, •'kvvnnvs' to"Thick -10'Tall Foundation Wall N M 2371 SQ FT FINISH 9' BASEMENT HEIGHT -- °• FOUNDATION WALLS HEIGHT AS NOTED DIMENSIONS INSIDE ARE TO FINISHED DRYWALL UNLESS OTHERWISE NOTED ,"g CV OROP GARAGE FOOTING G" } IV m+ m i ih FOUNDATION FINISHED SCALE: 1/8" = 1'-0" DROP GARAGE FOOTING 6" • ' E�7 10/1 TOP ELEVATION SCALE: 1/8" = 1'-0" l 5/10 CANT � 10/10 18" HEEL HT. 7/10 12" HEEL 10/10 � 10/10 / 10/10 10/10 13" HEEL HT. 18" O.H. . 10/10 10/10 BUILT ON SITE HT. 10/10 10/10 10/10 "'24" HEEL HT 1810.0 10/10 10/10 6/10 10" HEEL HT. ALL RAKE O.H. 12" ALL EAVE O.H. 24" UNLESS OTHERWISE NOTED HEEL HEIGHTS NOTED AS DRAWN ACCURATE HEEL HT. TBD BY TRUSS SUPPLIER & VERIFIED BY BUILDER 10/10 10/10 52'-0" 8'-0" 8'-4" 7'-0" _ 107-0" 97-411 O I (V O r-I 16'-4 DECK SCALE: 1/4" = 1'-0" 24'-0" 11'-8" 5'-4" 5'-4" 24" OVERHANG 12 10 17"'Z11 A4R VEN.P BAFFLES - ASPWILT>:HINOLE& PRE�JIB)NBBRI''-p ROOF 7RVi>�s ICE AND WATER (2 COURSES) _.__—lam 1/2' OSB SHEATHING H CLIPS 2X6 FASCIA PRE -FINISHED ALUMINUM SOFFIT WI EQUALLY SPACED VENTS TYPICAL 2X6 SIDING EXTERIOR WALL: 7116' SHEATHING AIR BARRIER 26STUDS @16.OG R21 BATT INSULATION 6 MIL POLY VAPOR BARRIER 11T GYPSUM BOARD 2X6 BOTTOM PLATE — �i •Y _ •.v,' Garage Floor ' O dropped 12" e J Y CDN)ANR1Z13 S'4 HORIZONTAL BARS, PICOWUE ■ .1. AT LEA.71' lTj g ., CLEAR• (3) @ !"r - Cry,Faq rle3 [4L (p 1p'•B' YLEAR, RT CQNrkACTORS Op"TIDN: INBLrnvEST 1AVL1 O —N H�R2ONTAL BAR MAT BE OMITTED IF (2) #4 OARS ARE PLACED IN \ CONTINUOUSHORIPBNTAL THE FIX7TING O JJ �1 c R50 ATTIC INSULATION 5/6" DRYWALL ON POLY VAPOR BARRIER 2-2X6 TOP PLATES TYPICAL 2X6 SIDING EXTERIOR WALL: 7/16' OSB SHEATHING AIR BARRIER 2,6 STUDS @ 16' D. G. R21 BATT INSULATION 6 MIL POLY VAPOR BARRIER 12'GYPSUM BOARD 4 TOP CHORD BRNG TYPICAL FLOOR JOIST SYSTEM: 314' TAG OSB SUBFLOOR 16' TRUSS DEPTH AND SPACING BY SUPPLIER I 2%10 SILL PLATE ON GASKET ' FASTENED TO FOUNDATION PER CODE TYPICAL 10' CONCRETE WALL: 10' CONCRETE WATER PROOFING _ RI I BATT INSULATION 2X4 STUDS @ 16- O C. 1/2' DRYWALL #4 X 2'-0' LONG O(7WELS @ 7T O C. MAX W/ S' MINIMUN EMBEB CONCRETE FOOTING DRAIN TILE PER CODE 2' FOAM UNDER SLAB 6MIL. POLY VAPOR BARRIER (2) A4 CONTINUOUS HORIZONTAL POURED CONCRETE SLAB BARS IN FOOTING ZERO ENTRY FOUNDATION 40 of CROSS SECTIONS SCALE: 1/4" = 1'-0" 16" OVERHANG 12 1V/-,/- AJR VBN7 BAFFLES ILZP TSRINAEs pRE-FHrANG F RKn ROOF TRUSSES ICE AND WATER (2 COURSES) j ; 1/2' OSB SHEATHING H CLIPS 2Xfi FASCIA PW,I,NWE-U AAUMINUM SOFFO Vu EQUALLY SPACiA VENTS vRCIIL pcB91DINp DHEMOR TEOR WALL. T)1W TI(WO _ AIR BARRIER 2Xfi STUn% @ 16' O.C. R71 DATT IN91xAT1ON B JAIL POLY VAPOjt BARRIER i%6 . 172' BOTTOM PLATE IMM BOARD TYPICAL 2X6 SIDING EXTERIOR WALL: 7/16' SHEATHING AIR BARRIER 2X6 STUDS @ 16- O.C. R21 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2' GYPSUM BOARD CONCRETE FOOTING RSU ATTIC INSULATION 5/8' DRYWALL ON POLY VAPOR BARRIER 2-2X6 TOP PLATES TYPICAL 2X6 SIDING EXTERIOR WALL: 7/16- OSD SHEATHING AIR BARRIER n6 STUDS @ 16' ac R2I BATT INSULATION 6 MIL POLY VAPOR BARRIER 112' GYPSUM BOARD TYPICAL 2X6 SIDING EXTERIOR WALL: TYPICAL FLOOR JOIST SYSTEM: 711 6- SHEATHING 314' TSG OSB SUBFLOOR AIR BARRIER 1B" TRUSS DEPTH AND SPACING Pr6'STlMJS 11P AO. BY SUPPLIER R219AYT TiuULRIION 0 MIL POLY VAPOR BARRBiR 1!Y OYPSUM BOMD POURED CONCRETE SLAB P M SILL PLATE ON GASKET FASTENED TO FOUNDATION r PER CODE '6 q ALrI�pDLV 1e�BdiRRlk�: �• P FOAM BEHIND WALL '4 #4 X2--W LONG DOWELS 07T O C MAX WIS' MINIMUN EMBED CONCRETE FOOTING (2) #4 CONTINU.pUs IIOM/ON— BARS AY FOQTLVO GARAGE FOUNDATION TYPICAL FLOOR JOIST SYSTEM: 314' T&G OSB SUBFLOOR 10' TRUSS DEPTH AND SPACING BY SUPPLIER 2-2X6 TOP PLATE 2-2X6 TOP PLATE TYPICAL EXTERIOR WALL: — SHEATHING AIRBARRIER NG AIRBARRIER 2X6 STUDS ® 16' O C R21 BATT INSULATION POLY V 6 MIL POLY VAPOR BARRIER 72'GVPSUM BOARD - I O COWT NUaISN}AL BARS PRovne 2.2Xfi BOTTOM PLATE Ai LEA31'(2) i.1}®B•p' ML."'tlCCLEAR, d-EAIt. /d47 itLEAR AT coN1RACTOR'S OPTION•. 1HE LOWEST WALL a I R1I BATT INSULATION HORRONTALBAYd lAA7 BB OMITTED IF (2) #4 2X4 STUDS 16' 0 C CONTINUOUS TIpj41Z171YTV. BARS ARE PLACED IN A _ 1R'DRYWALL THE FOOTING 4 ('ory�RCTE RETEYWLLL- A - WATr-R PROOFING #4 X 2'-0' LONG DOWELS ® 72- O C MAX W/ 5' MINIMUN EMBED r` POURED NCRETE SLAB SILL PLATE ON GASKET FASTENED TO FOUNDATION PER CODE 6M0.YNQE VAPLIR BARRIER FOAM BEHIND WALL IN XT-W LONG DOWELS @ 73' O•C MAX WI S' MINIMUN EMBED (2)#4 CCW I INUOOS. HORi2ONTAL BARS PI FOOTING WALKOUT FOUNDATION CONCRETE FOOTING^\ r• _ - Q A ' 2' FOAM UNDER SLAB DRAIN TILE PER CODE fiMIL POLY VAPORBMRIER (2) #4 CONTINUOUS HORIZONTAL POIJRSD CAJWAETE> LAtl BARS V4 FOCIT KNEE WALL FOUNDATION CROSS SECTION A 3 S SCALE: 1/4" = 1'-0" s 2 j�nrssr � sa. c� *** LOWEST EXPOSED ELEVATION IS 5' ABOVE FLOODPLAIN LEVEL *** 0 N LA N DS HELMS CONDO SITE SCALE: 1" = 50'-0" LOTS 1 & 2 ROUND LAKE 95,185 SQFT +- 2.18 ACRES +- CALC TO WATERS EDGE '74.V�%030 z3 w 25.94! Qg712(f%o 574 ' 00 u I { LANDS •� CSM# 6102 GD�N'(y Nay B LEGEND BUILD ABLE AREA-13,348 SQFT PROPERTY LINE PLSS CORNER (OR AS NOTED) F--j FOUND 518" SQ IRON ROD BUILDING SET BACKS }� DECIDUOUS - TREE CONIFER - TREE O SEPTIC VENTS © WELL 0 ELECTRIC PED O FOUND 314" O.D. IRON PIPE FOUND 1 114" O.D. IRON PIPE (XXXX) RECORDED MEASUREMENT 'ems. HORIZONTAL 1= I SCALE, UNITS -.1' VERTICAL 1' CONTOURS pd 1' MINOR CONTOUR L� 5' MAJOR CONTOUR WATERS EDGE ELEVATION SET AT ELEVATION 100' AS LOCAL BASE DATUM. CONVERSION TO NAVD88 = + 1,246.5' BASE FLOOD ELEVATION FOR ROUND LAKE = 1,346.98'(NAVD88) - 1,246.5'=100.48' LOCAL BM #1= 103.75'LOCAL SPIKE IN TREE BASE N114CDR SEC 36 - T41 - R8W m N90%%D00'00"W 275.69' Z S114COR SEC. 36 - T41 - R8W 0 00 O N � N 2 b O _ b a S TOP OF ROOF TOP OF PLATE OF SUBFLOOR TOP OF PLATE TOP OF GORE LEFT ELEVATION RIGHT ELEVATION TOP OF ROOF fOP OF PLATE TOP OF SUBFLOOR TOP OF PLATE TOP OF PLATE TOP OF CURB TOP OF ROOF TOP OF PLATE TOP OF S E,FLOOR jOP OF PLATE TOP OF CURB TOP OF FLOOR FRONT ELEVATION LAKE SIDE ELEVATION 500 E F CHIPPEWA 115 r —1— OOR ML noT q LC TE Fuxic, oR ois R"G xnc A-. EVF3 T. —s cwnwcTorsn EE �RApE ELE ATIOR6 R� HEALER AW E aEOgrlBtll 5ppR51B 7 U-1 U I TOP OF ROOF ,F PLATE OF PLATE TOP OF SUBFLOOR OF PLATE DRAWN RANDY FILE NA 22-064 SCALE: 1/4"=I'-C ON 36' /B"=1'-C ON IT DATE: OF CURB 5-II-22 — 5-26-2: 6-2-22 S-2-22 11. 10.22 5/13/20: SHE FIBERGLASS SHINGLES WATER GUARD _LT OR SYNTHETIC FELT tOOF SHEATHING ROOF TRUSSES 'SF LIVE LOAD BLOWN INSULATION f VAPOR BARRIER )RYWALL IINUM SOFFIT 4 FASCIA IG SEWRAP OSB SHEATHING STUDS a 1611 O.G. SATT INSULATION Y VAPOR BARRIER 7RYWALL FLOOR SHEATHING LOOR TRUSSES INSULATION JG 3EWRAP OSB SHEATHING STUDS ® 16" O.G. BATT INSULATION Y VAPOR BARRIER DRYWALL 101-S�i" 35'-41'SII R.O. 5'-0" X 4'-8 1/411 R.O. 51-011 X 4'-8 1/4" 2 PLY 9 1/2" LVL 2 PLY 9 1/2" LVL MUD ROOM m MECHANICAL 31-01. GARAGE � Q o ------------ 1 3 PLY IS" LVL 20'-6' 3 F'LY !I 1/8` LVL l�'•6'� EXTENDED THROUGH IN FLOOR EXTENDED THROUGH Lul SEE WALL BRACING PLANSEE WALL BRACING PLAN 16x10O.H. 13x10O.M. 2'-41) J61-I" 12'-0" 15'-6" 1-6y211 L3'^Qll 35'-Oi�ill 46'4' MAIN FLOOR PLAN UNLESS NOTED ALL BEARING HEADERS TO BE 2 PLY 2XIO Arrow • E PARK AVENUE CHIPPEWA FALLS, WI 54M' 115-123.41W rvoatmam•abc-cic.com ANReu plkcv!'v raTaF evP <W ga..re veuol:'c Ivn Hell o. LOPTRI"Hro of THE BW ia OR ROOR PLdH•+ CR5I_41FD "NDH+NE T'la AGREEMENT, ARROU d11LOB14 CENTER LIDFHBFS eLI�PiF+rl W r<cTaR PLAk TNI WOTtrIG T I.E aTRIKTWt T -- TC TRILTIN4 IHE E tPlGlpp ik TNtl4�'kMT OR ROOR PLAN. HE DLLaTOMFR aHAL NOT DUPLI_.1TE dBlFtldli6 TO THE P"E�N:�" oIaPLATNIB "LLLEPR" Ofe PLAN. tl pLPRnrt MCAT PLwN 9 Ht:T A � MADE FOR HIRE A9 [X3'l1ED "HOER II LLeD 6ECTION SNII AL�w�u.>r11FriRF 6wORT 11+= ®1 r.ADE +. P<a+•arrns kQC n<ra Am or �+n ,HEM FOR ACORACY, DN,RADTDR,HDMENMFR M"aT VERIFY GRADEe wDnNG e1zEs, EIEv<TNMa, ROYlA1 OPENBWa, HEADER AND BEAM Nffi YID ALL HEICIOIIa ANo BPEOa AW BE R SPONaIBLE FOR THE BAME V n� fu x U UJ J-u DRAWN BY:J RANDY VOETMANP FILE NAME: 22-( ` SCALE: 1/4%V-0" IF PRINTE ON 36"X24" PAPE 6-2-22 9-2-22 11.10.22 IC O IAITF C> ` qj^ 4&1-d' UNEXGAVATEID �I-011 ry111-411 11-411 .11.411 5.1�011 L+ R.O. 4'-9" X 3'-11 5/8" R.O. 4'-9" X 3'-II 5/8" R. 4'-9" X 3'-II 5/811 R.O. 4'-9" X 3'-II 518" - - r - STORAGE 2 PLY 11 1/8' LVL 16' EXTENDED THROUGH T PLY II 1/8' LVL 16' EXTENDED THROUGH SEE WALL BRACING PLAN 1 ❑ r r SEE WALL BRACING PLAN I 1 1-n 11 V 2'-6" STORAGE s' TALL W tt •• -ry VI s'T - cA STORAGE r I � - — a cbydAa 2141 C} ' 4 -O' v M TEMPERARY Q W x &UEST QUARTERS x 0 487 SQ FT -° p �r STORAGE O - ii Y TALL WALL « —LAd�l — 5' TALL WALL �- I STORAGE I o � I ---------------------------------- ----------------------- 1006 SQ.FT. SEGOND FLOOR PLAN UNLESS NOTED ALL — BEARING HEADERS TO BE 2 PLY 2XIO 0 *** LOWEST EXPOSED ELEVATION IS W ABOVE FLOODPLAIN LEVEL *** 0 LA N DS HELMS CONDO SITE SCALE: 1" = 50'-0" ROUND LAKE S7 4%%030 23-'W 25.94- LOTS & 2 95,185 SQFT +- 2.18 ACRES +- CALC TO WATERS EDGE a �fl4726 V4 5- Q0 o 'r LANDS CSM116102 1 GoUN� Nay B LEGEND - BUILD ABLE AREA-13,348 SQFT PROPERTY LINE PLSS CORNER (OR AS NOTED) 0 FOUND 5/8" SQ IRON ROD BUILDING SET BACKS DECIDUOUS - TREE CONIFER - TREE SO SEPTIC VENTS © WELL O ELECTRIC PED O FOUND 314" O.D. IRON PIPE O FOUND 1 114" O.D. IRON PIPE (XXXX) RECORDED MEASUREMENT HORIZONTAL 1 =1 SCALE, UNITS -.1' VERTICAL 1' CONTOURS Gb 1' MINOR CONTOUR Z)� 5' MAJOR CONTOUR WATERS EDGE ELEVATION SET AT ELEVATION 100' AS LOCAL BASE DATUM. CONVERSION TO NAVD88 = + 1,246.5' BASE FLOOD ELEVATION FOR ROUND LAKE = 1,346.98' (NAVD88) - 1,246.5' = 100.48' LOCAL BM #1 = 103.75' LOCAL SPIKE IN TREE BASE N 114 CDR SEC. 36 - T41 - R8W N90%%D00'00' 275.69' Z S 114 COR SEC. 36 - T41 - R8 W 0 N O N V � U1 fa