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Home My WebLink About25-0764LUL-D^^ co CVi ^ AREA PLAN - CORNUCOPIA, Wl. A1 ^ ENLARGED AREA PLAN A1 <UP or suRm' l'?'aL«IH.I.M'TC. 'iC^?X^ PROJECT SITE \Sasis I.vccswm AREA OF CAMPSITE APPROX. 13 ACRES 17.70 ACRES TOTAL UNDEVELOPED AREA - APPROX. 5 ACRES 3^ SURVEY A1 PROJECT INFORMATION NAME: SPIRIT POINT TENT RESORT GENERAL LOCATION: SW CORNER OF SPIRIT POINT ROAD & JACK PINE ROAD ADDRESS: 23185 JACK PINE ROAD CORNUCOPIA, WI. 54827 TAX ID: 39369 SURVEYED ACRES: 17.70 ZONED: R-RB RESIDENTIAL-RECREATIONAL BUSINESS LOT DESCRIPTION: NW SW IN DOC 2022R-596267 LESS PLAT OF SAWGRASS FIRST ADD V8 Pl4 AND LESS LOTS 1 AND 2 IN CSM 2353 IN DOC 2024^603897 TOWN OF BELL (ORANGE) PROJECT SITE ZONED R-RB (PURPLE) PRIVITE LAND ZONED R-RB (GREEN) PRIVITE LAND ZONED R-3 (YELLOW) N^L ^ PROPERTY WITHIN 300' & ZONING A1 -r- -^u 0 ^ ^ gi!lSlit :@0|wl^fMill§111p-<:OQ§ I ^ ^J KU~) <0 §0co wH 0p^I>—1'pl co (^0Q 00 g05Sw 0S^oPl h o2i Sz;01—1Is w A VU! \'[ DRAWING NOTES SITE PLANS 1) EXACT LOCATION OF TENT SITES WILL BE DETERMINED BASED ON TREE COVERAGE WITH THE INTENTION OF NOT HARMING MATURE TREES. SITES WILL BE STAKED BEFORE GRADING AND CONSTRUCTION. 2) SITE PLAN BASED ON SURVEY COMPLETED ON 12/19/22 BY NELSON SURVEY, INC. ASHLAND, WI. 3) TOPOGRAPHICAL INFORMATION BASED ON DATA PROVIDED BY BAYFIELD COUNTC GIS SERVICE. 4) DISTANCE BETWEEN CAMP SITES WILL VARY BUT WILL NOT BE LESS THEN 25'. DISTANCE WILL BE AROUND 50' ON AVERAGE. FOUNDATION PLANS l) 6" POURED CONCRETE SLABS TO BE REINFORCED WITH #4 REBAR IN 2' GRID PATTERN. 2) 4" POURED CONCRETE SLABS TO BE REINFORCED WITH 6"x 6" WELDED WIRE MESH. FLOOR PLANS 1) ALL EXTERIOR WALLS TO BE 2"x 6"SPF#2 OR BETTER U.N.O. 2) ALL INTERIOR WALLS TO BE 2"x 4"SPF#2 OR BETTER U.N.O. 3) ALL EXTERIOR WALL DOOR AND WINDOW HEADERS TO BE DOUBLE 13/4"x ll 7/8" LVL. 4) ALL EXTERIOR DIMENSIONS MEASURED TO OUTSIDE OF SHEETING U.N.O. 5) ALL INTERIOR DIMENSIONS MEASURED TO OUTSIDE OF GYPSUM BOARD U.N.O. 6) SEE DOOR AND WINDOW SCHEDULE FOR SIZES AND ROUGH OPENING DIMENSIONS. 7) REFER TO MIDWEST MANUFACTURING SPEC. SHEETS FOR ALL PREMANUFACTURED FLOOR AND ROOFTRUSS DESIGNS. 8) REFER TO APA WALL BRACING CALCULATON REPORT FOR SHEAR AND PORTAL WALL FRAMING COMPLIANCE. 9) ALL WALLS ON CONCRETE SLABS TO HAVE GREEN TREATED BOTTOM PLATE. EXTERIOR WALL PLATES TO INCLUDE SILL SEAL. JUN 2 6 ? ABBREVIATIONS SHEET INDEX / PAGE REFERENCE S SITE PLAN, LAYOUT DRAWINGS, NOTES T TENT SITES C CAMP / CAMP HOST BUILDING M MAINTENANCE BUILDING DRAWINGS AFF ARCH BLDG CL CNTP CONC D D(x) DN DW ELEC F.D, FLR GD(x) GYP.BD. INSUL ISO LVL MAX MAINT MECH MIN NTS o.c. OSB RECYCL REF REINF REQD RM SIM TLT TLT/SHRTOPUNOwW(x) WPWWM ABOVE FINISHED FLOOR ARCHITECTURAL BUILDING CLOSET COUNTERTOP CONCRETE DRYER DOOR TYPE (SEE DOOR SCHEDULE) DOWN DISHWASHER ELECTRIC FLOOR DRAIN FLOOR GARAGE DOOR WE (SEE DOOR SCHEDULE) GYPSUM BOARD INSULATION ISOMETRICVIEW LAMINATED VENEER LUMBER MAXIMUM MAINTENANCE MECHANICAL MINIMUM NOT TO SCALE ON CENTER ORIENTED STRAND BOARD RECYCLING REFRIGERATOR REINFORCED REQUIRED ROOM SIMILAR TOILET ROOM TOILET ROOM AND SHOWER TYPICAL UNLESS NOTED OTHERWISE WASHING MACHINE WINDOW T^PE (SEE WINDOW SCHEDULE) WATERPROOFING WELDED WIRE MESH SHEET NUMBER A-l A-2 A-Sl A-S2 A-S3 A-Tl A-T2 A-T3 A-T4 A-TS A-Cl A-C2 A-C3 A-C4 A-C5 A-C6 A-Cy A-C8 A-C9 A-CIO A-Cll A-C12 A-Ml A-Mz A-M3 A-M4 A-M5 A-M6 A-M? A-M8 A-M9 SHEET NAME PROJECT INFORMATION / AREA PLANS SHEET INDEX & DRAWING NOTES S -SITE PLAN & SETBACKS S - ENLARGED SITE PLAN & BUILDING LAYOUT S - ELEVATION LINES EXISTING Sc NEW T - TENT SITE ISO VIEWS T - SITE LAYOUT T - ELEVATIONS T - ISO FRAMING PLAN T - FOOTINGS/JOIST LAYOUT C - ISO / SQ. FT. C - E&W ELEVATIONS C - N&S ELEVATIONS C - FOOTING, FOUNDATION, SLABS C - SECTION DETAILS C - 1ST FLOOR PLAN C-2ND FLOOR PLAN C - ENLARGE TOILET ROOMS C - WALL SECTIONS C - FLOOR AND ROOF TRUSS LAYOUT C - 1ST LEVEL ROOF TRUSS LAYOUT C - STAIR DETAIL / SCHEDULES M - ISO / SQ. FT. M - N&S ELEVATIONS M - E&W ELEVATIONS M - FOOTING, FOUNDATIONS, SLABS M-1ST FLOOR PLAN M - 2ND FLOOR PLAN M - WALL SECTIONS M - TRUSS & JOIST LAYOUTS M - STAIR DETAIL / SCHEDULES §11 "ihl ' E5 S Ei!l^?j?}—\-^ S 5Q 5.a.H =i STs I®tZz g^c§slSS.s^IPSs^s<y> 3 I0 wE-i 0 p-1H2Mi^Od ^Pl0B 0u xM0 ^MffiCO J2J wrtH0^p Q 1155' +- 17.70 ACRE SITE HEAVELY WOODED ACREAGE ^1 ONLY CLEARED WHERE SITES AND TRAILS ARE LOCATED 10i0\D EXISTING CULVERT & ENTERANCE SPIRIT POINT ROAD ISTING CULVERT PROPOSED CULVERTGUEST ENTRANCE UTILIT/ SHED & WOOD BIN .15 FOOT BRIDGE 36o'-o" (MAX) CAMPBUILDINGCOVERED RECYCL. & TRASH BINS EASY ACCESS SITES (2 Tl'P) 5' ELEC. CART ACCESS PATH (Ti'P) PROPOSED CULVEKT - 3' FOOT WALKING PATH (VfP) HOLDING TANKS (2) WATER FLOW '4 (DRY IN SUMMER) rf TYP. NATURAL WATER FLOW (DRY IN SUMMER) Ti'P. CAMPSITE 27 STANDARD 2 EASY ACCESS 1 GROUP 388'+- 5' ELEC. CART ACCESS PATH (Ti'P) PROPOSED CULVERT NATURAL WATER FLOW (DRY IN SUMMER) MIN. SETBACK SITE PLAN / SETBACKS Scale: l" = loo' "3 111 li;; 11 W k im I f U JUN 2620Zb r- "n ;S E §0m wi-< 0 p-1H2 1—1'^OT ^^0u& 00 (^11co co A Sl PROPOSED BURIED POWER SERVICE ROUTE (APPROX. 230') JACK PINE ROAD EXISTING CULVERT (15"x 40') AND DRIVEWAY ENTRY PROPERT/ LINE NATURAL WATER FLOW (DRY IN SUMMER) SERVICE o DRIVEWAY S' MINIMUN SETBACK PROPOSED CULVERT (15"x 40') PROPOSED POWER PEDESTALTRASH ENCLOSURE PUMP TRUCK PARKING ii4'-o" PROPBRTf' LINE MAINTENANCE BUILDING (SEEMl-My)HOLDING TANKS (2) GUEST ENTRANCE (SEASONAL ONLY)PRIVACY , FENCE ? SLOPE 9R^yIlL..I?.^II^A?P_,LOT W/GATES ';„(40 PARKING SPACES) 11111111111111 111111111111111 1111111 TYP. PARKING SPACE UTIUn-Y BUILDING (16'xl2') FIREWOOD SHED (4'xl2') - PROPOSED WELL LOCATION »0CAMP °° BLDG. (SEEC1-C12); PR.OPERTi' LINE Tl'P. CAMPSITE (SEE 1/T2)PROPERTi' LINE 5' WIDE ELEC, CART ACCESS PATH (Ti'P) l8'-o" i. 40'-o" 5' WIDE ELEC. CART ACCESS PATH (Ti'P) 3' WIDE FOOT PATH (Ti'P) N BUILDING LAYOUT PLAN s2/ Scale: l" = 50'J^T- un1-H n In it -.-.u 0^lll °?§?^—!c!2i2lO^i® Z CO illP-i§BSC/r!3 §0w § 0CH i=L|w ^ P-,I& 00 p. p" ^^ ^v>Q°^ Q ^w Q >-1IM S2 .HIM ? fi?n?hijijn c u LUt^ ifivu^ki l EXISTING DRIVEWAY AND CULVERT NATURAL WATER FLOW (DRY IN SUMMER) NATURAL WATER FLOW (DRY IN SUMMER) AREA OF NEW GRADE LINE AREA OF NEW GRADE LINE 690 700 710 720 730 EXISTING ELEVATION LINES Scale: 1"= 200' EXISTING ELEVATION LINES W/ LAYOUT Scale: 1"= 200' SITE PLAN BASED ON SURVEY COMPLETED ON 12/19/2022 BY NELSON SURVEYING INC. ASHLAND, WI. NEW ELEVATION LINES W/ LAYOUT Scale: 1"= 200' TOPOGRAPHICAL INFORMATION BASED ON DATA PROVIDED BY BAYFIELD COUNTY GIS SERVICE §0w wH 0Pn p-1w ^p^8& 00 ww^^^III!$^iiw I w S3 JUN 262025 SW CORNER MAINTENANCE BUILDING ISO VIEW Scale: N/A TOTAL SO.FT. 2,400 SF - 1ST FLOOR (40'x 60') 8oo SF - 2ND FLOOR f40'x 20') 3,200 SF TOTAL 360 SF - COVERED PORCH ~ihl y0w <^g ^I0 §fr< QH 02 )«(j^OT A Ml CONTINUOUS RIDGE VENT _>_ ARCH, SOOS SHINGLES $TEEL !StDINiG _L '1^ NORTH ELEVATION W1J Scale: 1/8"=1'-0" CONTINUOUS RIDGE VENT ARCH.ROOFSHINGLES STEEL SIDING I i I ^>2^b OR(TXP.) BOARD|AND BATTEN SIDING AT PORCH 'fTYV.) '2^ SOUTH ELEVATION .M2y Scale: 1/8" = 1'-0" 1111 JUN 2 6 2025 RIDGE LINE (28'-4") 2nd FLOOR CEILING LINE (l7'-4") GRADE RIDGE LINE (28'-4") 2nd FLOOR CEILING LINE (l2'-4") 2nd FLOOR LINE (Q'-4") 1st FLOOR CEILING LINE (8'-o") GRADE "ihl^\ |n|Ti- -'-"S1^1!§§!mpi°?§?»-=??ill5|§& ^ coRJIJillP-<§SBOQa ^0w p-<w ^^§ 0^ 00 sh1—1Is M OT^0IM M2 mr-m§ ^K ^ 0 0 r\ 3 rj : ! >s00 MA I N T E N A N C E BU I L D I N G EL E V A T I O N S SP I R I T P O I N T T E N T R E S O R T CO R N U C O P I A , W I SP R U C E G L O B A L ^ BI M M A N A G E M E N T & C O N S U L T I N G 52 2 H E L E N S T . N . H U D S O N , W l 5 4 0 1 6 65 1 . 4 9 7 . 8 5 0 5 t i g a n @ s p r u c e - g l o b a l . c o m RE V I S I O N S 1 2.3 4 5 MM / D D / Y Y 03 , 3 1 , 2 5 -_ / _ _ / - _^ _ _ / _ _ _ ./ _ _ / - ./ _ _ / _ RE M A R K S BU I U M N G P E R M n 2'-0' 6" ff ~^ co 6o'-6" (OUTSIDE OF FOUNDATION) 6o'-0" (OUTSIDE OF CURB) 38'-6"6l'i[/[/' 20'-0' co 00 6" POURED REINF. CONC. FLOOR 6" POURED REINF. CONC.APRON 25'-5 1/4" 4" POURED REINF, CONC. FLOOR 9'-1 1/2"5'-21/4" ' 3'-2"17'-1" ,!, y'-io 1/4" 1L g" 7'-9l/2"8"7'-9 1/2" 4" POURED REINF. CONC. PORCH - 60'x6' -g 7'-9 1/2"8"7'-9 1/2"+ 8"7'-9 1/2"Y\ 8"7'-lo 1/4" 6o'-0" GRADE ^ FOUNDATION / SLAB PLAN ^4y Scale; 1/8 = I'-o" 8"xl2" POURED CONC. BOND BEAM VAPOR BARRIER 2" (Rio) INSULATION 4"GRAVEL BASE WP BELOW GRADE AS REQD. 8"X 8" POURED PIER FOOTING W/ (2)#4 VERTICAL REBAR 8"x 16" CONC. FOOTING W/ (2)#4 REBAR 6" POURED REINF. CONC.APRON 4" CONC. CURB VAPOR BARRIER 2" (Rio) INSULATION 4"GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @6'O.C.MAX. lo"x 20" CONC. FOOTING W/ (2)#4 REBAR 6"POURED REINF, CONC. SHOP FLOOR GRADE, FOUNDATION / APRON Scale: 1/4 = l'-o" 6" POURED REINF. CONC. SHOP FLOOR 4" CONC. CURB VAPOR BARRIER 2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @6'O.C.MAX. lo"x 20" CONC. FOOTING W/ (2)#4 REBAR 4" POURED REINF, CONC. FLOOR AT HEATED SHOP FOUNDATION / 6" TO 4" SLAB Scale: 1/4 = l'-o" 4" POURED REINF. CONC. PORCH FLOOR W/8"X12" REINF. BOND BEAM 6'-0" WfW^ 'ijW^^S^i^ ^ffff&^S-^ 6"POURED REINF. CONC, SHOP FLOOR GRADE 4" CONC. CURB VAPOR BARRIER 2" (Rio) INSULATION 4"GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @6'O.C.MAX. lo"x 20" CONC. FOOTING W/ (2)#4 REBAR FOUNDATION / PORCH Scale: 1/4 = l'-o" c) |M l-q- '-ill ^u U w. E1111SZ-TS§ 8^ssi5is| c:~ZL co0} 0 w ^^5sitep^^^:CLiiiOQ3 3=^ 1010 (0 ^000 i i 0p4h2 *—f'(^OT g 00 wu p^h-1IIM ft-,^0(—1§ti 0h 'v I', u w r, JN 2 o2025 A M4 "^ (§ ;woQ) (0 o5 II Q s>z m >0m 00c I—Dz0 03 —I -n I—0673 ng 4^u 4- -4 J (^0 0 33 J1 N3 00 .n 10 w -n M os I -n t- t 10 00 -n (0 0°I" U1 N 00 u, 'M -( ^u 4- 6' - o " (- 1 0. ST ] ?3§*T E )0S3ox m00mQ-n - 8 n s^Iw^03^ I -D073D 00 o ^ E 0 0 S j - z M -0 }_ rJ (si I <kj <c 4 I I 1 8' - 0 " 10 ' - 3 1 / 2 " i5 ' - 8 " ato u ~0 ^L^U1 I LR T : L. T A B L E »— t 10 i9 ' - 3 " 46 ' - 0 " 40 ' - 0 " 20 ' - 0 " 1 . 1 2 ' - 0 " CO N C . A P R O N GD 3 12 ' - 1 " _N , -M I0 13 ' - U 1 / 2 " ^ 38 ' - n " IIII a i iOR ^ " J w x _ Co ? ^ ^ ^ m E 3 ' 7 3 0 l ~ li I I Eo ~ . J < ~ 3 : ;0 I - i lz 3 41 / 2 " 8' - 0 " ST K 0 I 14 ' - 1 1 1 / 2 " T^_ ^y ?- U < J 0 o' <M ^T , / - ' ^aII " l i -^ Q v M 19 ' - 1 1 / 2 " 0'M _\ 1 j0os •J 1 M 0^ 10 '0 I 0^ 0>0 0 \W i'W! II KombJUN ^6ZUZb 6 1/2" 6o'-o" 38'-5 1/2"6 1/2 2"x"6 FULL HEIGHT INSULATED WALL OPEN TO BELOW b UNHEATED WORKSHOP (BELOW)STAIR SECTION SEE DETAIL 1/M9 48'-4" '1^ MAINTENANCE BUILDING - 2ND FLOOR PLAN .M6y' scale: 1/8"=1'-0" §0w up 0pnth«*< p-1OT ^4<00;5 00 uig^3^§^M pLl^02fe N M6 JUN ^62025 PREMANUFACTURED MONO ROOFTRUSS@24"O.C. 2x4 TRUSS NAILERS SOFFIT (2) 71/4" LVL BEAM (3) 2x6 COLUMN 1" OFFSET POST ANCHOR 1/2" ANCHOR BOLTS GRADE PORCH 03 6'-o" SEE 4/M4 FOR FOUNDATION INFORMATION^ RIDGE VENT ASPHALT SHINGLES ICE & WATER SHIELD 1/2" OSB ROOF SHEETING PRE-MANUFACTURED ROOF TRUSSES AT 24" O.C. W/12' HEEL MAINTAIN2"A1RGAP VENTED SOFFIT R-49INSUL. (MIN.) 6 MIL POLY 5/8" GYP. BD. OFFICE AREA 11/8" RIM BOARD 3/4" T&G FLOOR SHEETING GLUED AND NAILED l6" FLOOR TRUSSES @ 16" O.C. 5/8" GYP. BD. CEILING 1/2" GYP. BD. WALLS 4 MIL POLY R-21 INSULATION (BATl'S) 2"x6" STUDS @ 16" O.C. 7/16" OSB SHEETING TYVEK HOUSE WRAP SIDING - STEEL ABOVE BOARD AND BATFEN @ PORCH LAUNDRY ROOM PREMANUFACTURED MONO ROOFTRUSS@24"O.C. 2x4 TRUSS NAILERS SOFFIT (2) 7 1/4" LVL BEAM (3) 2x6 COLUMN 1" OFFSET POST ANCHOR 1/2" ANCHOR BOLTS ^ 2"x6" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-o" O.C.(MAX) GRADE (^ PORCH 6'-0" SEE4/M4 FOR FOUNDATION INFORMATION^ -t^ RIDGE VENT ASPHALT SHINGLES ICE & WATER SHIELD 1/2" OSB ROOF SHEETING PRE-MANUFACTURED ROOF TRUSSES AT 24" O.C. W/12' HEEL MAINTAIN 2"AIR GAP VENTED SOFFIT R-49INSUL. (MIN.) 6 MIL POLY 5/8" GYP. BD, 2"x6" FIRE BLOCKING 2"x6" WALL BLOCKING 1/2" DRYWALL 4 MIL POLY R-21 INSULATION (BATFS) 2"x6" STUDS @ 16" O.C. 7/16" OSB SHEETING TWEK HOUSE WRAP SIDING-STEEL ABOVE BOARD AND BATFEN @ PORCH WORKSHOP 2"x6" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-o" O.C.(MAX) ^ 2 STORY WALL SECTION Scale: 1/4" = 1'-0" TALL WALL SECTION Scale: 1/4"=1'-0" -.-u 0 ;S Ei!iQg 8^^sl.5i§|- cz~Z. co^ ,5>OI^S:^2SIII!10t0 (0C/Sm §0OT § II 0^ 00 OxOT My w .HIM ?fi?n?E MANUFACTURED MONO TURSSES (4/12 PITCH) 24"O.C, MANUFACTURED COMMON AND END TRUSSES (6/12 PITCH) 24"O.C. 16" MANUFACTURED FLOOR TRUSSES 16" O.C. 2"x 6" EXTERIOR BEARING WALL TRUSS LAYOUT (24'-o" O.C.) 39'-n" 2"x 6" EXTERIOR BEARING WALL V: (2) 1 3/4"x 16" LVL WITH TOP MOUNT FLOOR TRUSS HANGERS <p 2"x 6" INTERIOR BEARING WALL 24'-1"L 5'-6" 39'-n" '1^ ROOF TRUSS LAYOUT .M8y Scale: 1/16"=1'-0" '2^ FLOOR TRUSS LAYOUT .M8y Scale: 1/8"=1'-0" -.-.u p ^ Eiiil0 ^-°>S§^21O!s!§1OQB fc?ss s m mz@UJ^9 04 <r-CM LO10 CD g0OT wH 0 CL< ^co ^CL<00& 00 IwinIllIllM A fe0QP£;PIi§l wlg II2^1h MS WINDOW; NUMBER Wl SCHEDULE QTY 8 DOOR SCHEDULE NUMBER Dl D2 D3 D6 Dy QTY 1 3 1 1 1 WIDTH 35 1/2" E /rIDTH 32" 36" 6o" 34" 36" GARAGE DOOR SCHEDULE NUMBER GDl GD3 OTY 1 1 WIDTH 9' 12' HEIGHT 35 1/2" HEIGHT 8o" 8o" 8o" 8o" 8o" HEIGHT 8' 12' R.O. 36"x 36" R.O. 34 l/2"x 82" 38 l/2"x 82" 62 3/4"x 82" 36"x 82 1/2" 38"x 82 1/2" RA DESCRIPTION DOUBLE HUNG DESCRIPTION EXTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR DESCRIPTION 9'-l l/2"x 8'-3/4" GLASS PANEL 12'-1 1/2"X 12'-•l 1/2" GLASS PANEL JUN 2 Dim l0'-4" 3/4" T&G SUBFLOOR (Ti'P) J 16" FLOOR TRUSS 16" O.C. POURED CONCRETE FLOOR GREEN TREATED PLATES ^u U ;S Elill<^?§?^l!Ssl§111 P-iSSc/5§1"' E-< :3 wCS £<§> C3SS<! rzi §0m ^^ ^B 0 p-1h2 t—ICL(OT 00 w^IIIII —f^M ^^'^\^1pfloS|^slyi^w| CO A M9