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Home My WebLink About006-339-06-4301-LUP-2025-501ASAWYERR COUNTY noun TOWER OF DRAPER HWY 70 & DOUGHTY DRAPER, WISCONSIN 250' SELF-SUPPORT TOWER PROJECT DIRECTORY PROJECT INFO SHEET INDEX ENGINEER: SITE ADDRESS: NO.: SHEET TITLE EDGE CONSULTING ENGINEERS, INC. NO E911 ADDRESS ASSIGNED 624 WATER STREET NORTH SIDE OF WI-70 & DOUGHTY ROAD INTERSECTION G-001 TITLE SHEET PRAIRIE DU SAC, WI 53578 LORETTA, WI 54896 1-2 SITE SURVEY CONTACT: ADAM FISCHER PHONE: (608) 644-1449 PROPERTY OWNER: C-101 OVERALL SITE PLAN FOREST CROP SAWYER COUNTY C-102 ENLARGED SITE PLAN OWNER: SAWYER COUNTY SHERIFF'S OFFICE 10610 MAIN ST STE 10 HAYWARD, WI 54843 C-103 COMPOUND PLAN 15880E 5TH ST T-201 TOWER LOADING / ELEVATION HAYWARD, WI 54643 TOWER OWNER: CONTACT: NICOLE RIPCZINSKI SAWYER COUNTY SHERIFF'S OFFICE OFFICE: 715-638-3428 15880 E 5TH ST * BY OTHERS HAYWARD, WI 54843 TECHNOLOGY CONSULTANT: CONTACT: NICOLE RIPCZINSKI GENERAL COMMUNICATIONS, INC. OFFICE: 715-638-3428 2880 COMMERCE PARK DR MADISON. WI 53719 TOWER COORDINATES (PER SURVEY). CONTACT: GARY PELLETIER LAT:45°53'05.98'N (45.884994) PHONE: (608) 310-7122 LONG:-90'47'OB.07 (90.785564) GROUND ELEVATION.1528.3' ELECTRICAL SERVICE PROVIDER: ASR NUMBER: TBD NORTH CENTRAL POWER COMPANY 3661 NORTH CLARK STREET PARCEL ID: 006339064301 RADISSON, WI 54867 PHONE: (715) 945-2630 ZONING CLASSIFICATION: (F-1) FORESTRY pp1C CAZ� � u+ Y �44,8 lNTESt vv TO OBTAIN LOCATION OF PARTICIPANTS' UNDERGROUND FACILITIES BEFORE YOU DIG IN WISCONSIN, CALL DIGGERS HOTLINE TOLL FREE: 1-800-242-8511 FAX A LOCATE: 1-800-242-5811 ENGINEER SEAL: 4 .qo I HEREBY CERTIFY THAT THIS PLAN SET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION OTHER THAN THE EXCEPTIONS NOTED IN THE SHEET INDEX, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF WISCONSIN. SIGNATURE: DATE: CONSULTANT: L'Ql Edge C.... 10ng Engl...... Inc. 624 WATER STREET PRAIRIE DU SAC, VJI 53578 60B.644,1449 VOICE 608.644. 1549 FAX VtA—d9^_oonsull com CLIENT: GENCOMM ENGINEER SEAL: : 104� 4Q � �f �O I HEREBY CERTIFY THAT THIS PLAN SET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION OTHER THAN THE EXCEPTIONS NOTED IN THE SHEET INDEX, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAIVS OF THE STATE OF WISCONSIN O W �y0 F W�oz 0o~C _ y0 H =3d jW II% to �LLj U. a O ar N W O H I SUBMITTAL: I I INT I DATE: I DESCRIPTION: I evt-n AMF EDGE S16908 SITE ID EDGE 44293 PRO! # SET TYPE PR WI STATUTE 182.0175 (1974) REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE SHEET NUMBER 1 V-001 EDGE CONSULTING ENGINEERS, INC TAX ID: 5827 PROPERTY OWNER: PIN: 57-006-2-39-03-06-4 01-000-000010 TAX ID: 5829 FOREST CROP SAWYER COUNTY LEGACY PIN: 006339064101 PROPERTY OWNER: PIN: 57-006-2-39-03-06-4 02-000-000010 + FOREST CROP SAWYER. COUNTY LEGACY PIN: 006339064201 l o . .: of TAX ID: 5831 / o , WETLANDS / PIN: 57-006-2-39-03-06-4 03-000-000010 WETLANDS o I `ro 10 Ir SCALED 7 LEGACY PIN: 006339064301 SCALED 00 0, I PER WDNR , / PROPERTY OWNER: �/ PER WDNR [ / o N ,Ur, o 0 3 / FOREST CROP SAWYER COUNTY ~`ja i \\,'I'• �Lo av~—��J S�1IN [ ^�Nc'� _' ', , ' i �. .�. 0 o •/ PROPOSED I TOWER RIGHT OF WAY LINE _ _ _ _ _ p ��'�' ......— •..._.. RIGHT. OF WAY LINE _ICJ SOUTH LINE OF THE SE1/4, SECTION 6� _ N69'-28'-59"W 1110.23' SIA CORNER — — — — — 1711 — — — S.T.H. 10 _ _ _ _ SECTION 6 — 2630.53' SE (PUBLIC ROADWAY) — — --- �- — — — CORNER _ T.39N., R.3W. SECTION 6 (GEAR SPIKE FND.) T.39N., R.3W. >- 1 { (SURVEY NAIL FND.) Q � 0 I I Q SURVEYOR'S CERTIFICATE I, Craig A. Keach, Professional Land Surveyor of Meridian Surveying, LLC., certify that I have surveyed the described property and that the map shown is a true and accurate representation thereof to the best of my knowledge and belief. Dated this ZZ*o day of C%J NJE. .2025. Craig A. Keach, ��111llfrllfl CRAI KEACH S-2333 NEENAH. ` WI. •''0 •,7/filif1111111� PROPOSED TOWER BASE Z LATITUDE: 45'-53'-05.98" o LONGITUDE: 90'-47'-08.03" W (Per North American Datum of 83/2011) 03 N Ground Elevation: 1526.6' W a (Per North American Vertical Datum of 1988) ao o� � U In w 0 0 1� -LEGEND- 0 = 1" X 18" IRON PIPE SET • = 1" IRON PIPE W/DOT CAP FOUND = COUNTY MONUMENT FOUND `, = EXISTING POWER POLE — T — T — = BURIED TELEPHONE — —• —••—= PROPERTY LINE SURVEY NOTES: —THE LOCATION OF THE EXISTING UTILITIES, AS SHOWN ON THIS PLAN, ARE APPROXIMATE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL LOCATION AND DEPTH OF ALL EXISTING UTILITIES. THE OWNER AND THE SURVEYOR SHALL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM THE LOCATION SHOWN. �3 o� —DIGGERS HOTLINE TICKET NO, 20252022464. ww z NO TITLE SEARCH FOR PARCEL OWNERSHIP OR EXISTENCE OR NONEXISTENCE OF RECORDED OR UNRECORDED EASEMENTS HAS o BEEN COMPLETED AS PART OF THIS SURVEY. _ ¢ 3 ~ —THIS IS NOT A BOUNDARY SURVEY OF THE PARENT PARCEL. THIS CALL DIGGERS HOTLINE TOLL FREE o ,°a' SURVEY REPRESENTS THE LEASE AREA AND EASEMENTS ONLY. 1(800)242-8511 DAY 365 RS DAYS A'YEAR o� N —ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD MAPS, THE PROPOSED TELECOMMUNICATIONS SITE HARMING w ¢ �DO o Z J IS LOCATED IN ZONE "X", FIRM PANEL NO. 5505910275B & 5505910250B, w N DATED SEPTEMBER 14 1990, AND IS NOT IN A GRAPHIC SCALE 0 W 6 o SPECIAL FLOOD HAZARD AREA. ZONE "X" IS DESIGNATED AS: "AREA w F w OF MINIMAL FLOOD HAZARD". 1 inch = 300 ft. [ALL BEFORE lim K z o2 WETLAND NOTE: YOU DIG 48 HOURS BEFORE w o z = —THE PRESENCE AND LOCATION OF WETLANDS HAS NOT BEEN 0 150 300 600 YOU DIG m 0 71 3: DETERMINED ON THIS PROPERTY. WETLA14DS SHOULD ONLY BE DETERMINED BY ACTUAL FIELD DELINEATION PERFORMED BY A QUALIFIED WETLAND SPECIALIST. SURVEYED FOR: I� Edge Consulting Engineers, Inc. 624 Water Street Pralde du Sac, WI 53678 608.644.1449 voice 608.644.1549 fax www.edgeconsult.com SURVEYED FOR: *SAWYER COUNTY 10610 MAIN STREET HAYWARD, WI 54843 MERIDIAN SURVEYING, LLC N9637 Friendship Drive Office: 920-993-0881 Kaukauna, WI 54130 Fax: 920-273-6037 SITE NAME: TOWER OF DRAPER HWY 70 & DOUGHTY SITE NUMBER: 43534 SITE ADDRESS: S.T.H. "70" WINTER, WI 54896 PROPERTY OWNER: FOREST CROP SAWYER COUNTY 10610 MAIN STREET SUITE 10 HAYWARD, WI 54843 TAX ID 5831 PARCEL NUMBER 57-006-2-39-03-06-4 03-000-000010 ALT. PARCEL NUMBER 006339064301 ZONED: F-1, FORESTRY ONE DEED REFERENCE: DOC. NO. 93023 & DOC. NO. 071563 SITE SURVEY FOR SAWYER COUNTY BEING A PART OF THE S1/2 OF THE SE1/4, SECTION 6, T.39N., R.3W., TOWN OF DRAPER, SAWYER COUNTY, WISCONSIN 2 6-23-25 Added Tower JD 1 6-3-25 Preliminary Survey JD FNO,F DATE DESCRIPTION BY DRAWN BY.• ✓. D. FIELD WORK 5-30-25 DA TE. CHECKED BY C. A. K. FIELD BOOK.- X JOB No.: 16329 SHEET 1 OF 2 / � <;+1523.3 � I ? N90'-00'-00"E /� 361.17' —---------------� 1 n } N +1sz7.4 PARCEL J I (TO BE REMOVED FROM FCL) +1517.4 i I 87,301 SQ. FT. N1 (2.004 ACRES) L0 .. ~ 1 15•x-f I Il W 0005 �t526' in I PROPOSED TOWER I, 1 I I 1526.7 1 w 1 + o 0 OOS BMA I 18 WO 3 # a 11 81 �� 1 0 1 +1524.8 9 1 V) g 1 RIGHT OF WAY LINE 1 +' �+ 1g059' i N89'-15'-20"W 182.22��_�..�, _ z]5a1.a1 g2'-18 �z5"W 1525' w 01 1520' ' o r] i i• rn I 1515.4 + 1515.8 �1512'7 ' Z , 1 7 515' - + 1518.E + 1516.5 ' -S.T.H. "70" Y ' _ SOUTH LINE OF THE SE1/4, SECTION 6 f ' + 1517.7 — vi �4 — _ (PUBLIC ROADWAY) ALT ROADWAY 16 GRAPHIC SCALE 1 inch = 60 ft. SITE BENCHMARK: (BM A) [ -_ SET RAILROAD SPIKE IN WEST FACE OF DOUBLE I, 12" MAPLE TREET; t1' ABOVE GROUND LEVEL 0 30 60 120 ELEVATION: 1524.86' `tt111111111fj ••' SURVEYOR'S CERTIFICATE I, CRAIG A. • '.` Craig A. Keach, Professional Land Surveyor' KACH of Meridian Surveying, LLC., certify that I have surveyed the = = S-2333 described property and that the map shown is a true and accurate representation thereof to the best of my knowledge and belief. NEEIVAH, C ' •. Wt. Dated this day of —T%J iJ'� .2025. f -9 •' 0¢ ti• ��rrrrr11i11'1 _ 51N ESSIONAL LA D SUR YO ac 333 PARCEL TO BE REMOVED FROM FOREST CROP LAND Apart of the South Half (S 1/2) of the Southeast Quarter (SE1/4) of Section Six (6), Township Thirty -Nine (39) North; Range Three (3) West, Town of Draper, Sawyer County, Wisconsin, containing 87,301 square feet (2.004 acres) of land and being described by: Commencing at the Southeast Corner of said Section 6; thence N89°-28'-59"W 1110.23 feet along the south line of the SE1A of said Section 6; thence NOOa-3 l'-O 1 "E 92.03 feet to a point on the south right of way line of S.T.H. 70 and the point of beginning; thence N89°-15'-20"W 182.22 feet along said south right of way line; thence S821-18'-25"W 180.59 feet along said right of way line; thence N00°-00'-00"W 259.31 feet; thence N90a-00'-00"E 361.17 feet; thence S00°-00'-00"E 237.50 feet to the point of beginning. Being subject to any and all easements and restrictions of record. -LEGEND- o = 1" X 18" IRON PIPE SET 0 = 1" IRON PIPE W/DOT CAP FOUND = COUNTY MONUMENT FOUND c0t.� = EXISTING POWER POLE — T — T — = BURIED TELEPHONE — — — PROPERTY LINE SURVEYED FOR: Nr,� Edge Consulting Engineers, Inc. 624 Water Sheet Prairie du Sac, WI 53578 608.644.1449 voice 608,644.1649 fax www.edgeconsuB.com SURVEYED FOR: 1AWYER COUNTY 10610 MAIN STREET HAYWARD, WI 54843 MERIDIAN SURVEYING, LLC WOW N9637 Friendship Drive Office: 920-993-0881 Kaukauna, WI 54130 Fax: 920-273-6037 SITE NAME: TOWER OF DRAPER HWY 70 & DOUGHTY SITE NUMBER: 43534 SITE ADDRESS: S.T.H. "70" WINTER, N 54896 PROPERTY OWNER. FOREST CROP SAWYER COUNTY 10610 MAIN STREET SUITE 10 HAYWARD, WI 54843 TAX ID 5831 PARCEL NUMBER 57-006-2-39-03-06-4 03-000-000010 ALT. PARCEL NUMBER 006339064301 ZONED: F-1, FORESTRY ONE DEED REFERENCE: DOC. NO. 93023 & DOC. NO. 071563 SITE SURVEY FOR SAWYER COUNTY BEING A PART OF THE S1/2 OF THE SE1/4, SECTION 6, T.39N., R.3W., TOWN OF DRAPER, SAWYER COUNTY, WISCONSIN 2 6-23-25 Added Tower JD 1 6-3-25 Preliminary Survey JD NO. DATE DESCRIPTION BY DRAWN BY ✓.D. FIELD WORK 5-30-25 DA7E CHECKED BY C. A. K. F-1ELD BOOK.- X JOB NO.: 16329 SHEET 2 OF 2 KEYNOTES: (THIS SHEET) V% F,:.! I- I li: I I 111:;. 1 IrL: jj.q I I) I CONSULTANT: A. 250'SELF-SUPPORT TOWER k. Fiil ,I I I- i�- A%V, I I-' I." it IN F, PARCEL M 0063*1,1�01 Edge B. 70'x 70'FENCED COMPOUND OWNER. FOREST CROP SAWYER No C. 12'WIDE ACCESS DRIVE 624 WATER STREET IV[, I E R W[SCONS IN DEPT WM PRAIRIE DU SAC, WI 53578 60B.644,1449 VOICE D . 100'RADIUS TOWER FALL ZONE SETBACK r011112AI RESOURCES-TUS00SIA 608 644 1549 FAX —dg--lt wm E. 2.0 ACRE REMOVAL EXTENT FROM NER: WISCONS111 EPT. FOREST CROP LAND PROGRAM Ali 0 1- N ATLI P AN R E SO U 11C E TUSC10BI CLIENT PARCEL At: OWM9064 if) I t -ORESTCROP SAWYE� 7 - PARCEL IF: mc�390&4201 COMM WNER. FOREST CROP SAWYER C OF L0 F I,: I GEN F ..... ----- A-'SE-TIlAe:i. ENGINEER SEAL; A I HEREBY CERTIFY THAT THIS PLAN Eqw— SET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION *OTHER THAN THE EXCEPTIONS E INDEX, NO I AIA A DULY LlCENSED NOTED IN THE SHEET THAT PROFESSIONAL E GINEER UNDERTHELAwsorTHE STATE OF WISCONSIN. lr Il: I i kAl I. L LEI P/v I e 01A. 0 E + I I IN" �T CR�jF-�k�VV �'ERCC` N 7 af A' T Z < E,r,.,RmA- ri �--j 0 AND SETBA 4 j ad Z 4 . . . . . . . . . . . . .... Z 01-- 0 Dr. m + I 0 J Lu 19 U) L W U'. L j Lc OU > L6 0 0 R + LLI W" FROM TOWER CFNTER I ",VET, CEN: i� R 0 --4t + 'mr7r--v-= wr SUBMITTAL: INT. DATE: DESCRIPTION: WAY Aiwqlmw� 1, 1: 1, 1 - ITI I- IZE EXISTING DRIVEWAY ENTRANCE STATE ROAD 70 F.!14'H eiF A'A) 0 CHECKED AMF BY EDGE S16908 GENERAL NOTES: (THIS SHEET) SITE ID CONSULTANT: o"' LTAN T '-'R'E I FOREST CLIENT: r ENI COUNTY PROPERTY I RE -SRI, 0 G iiii �11177�M x; - SUBMIT TAL 6L 7 PAki:E-1 EDGE PRO J- 44293 In 1. NORTH ARROW SHOWN AS APPROXIMATE. OWNER: DAVJ EI&JULEME 2. AERIAL IMAGERY PER: SAWYER COUNTY GIS MAPPING DATA. '.E4 SET Y. F'Alic�7#100633771101 70-1 FIR 3. PROPERTY LINES SHOWN PER SURVEY COMPLETED BY: TYPE PARCEL fl-- 0083390711021• "OA JF R: PXFRIC K R SMITE 1. lot), a 100, 200' MERIDIAN SURVEYING, LLC. O "Jv Pik lm _m I T I I SHEET SCALE: 11" x 17" - 1" = 200' NUMBER C-1 01 22"x 34"- 1"= 100' Q EDGE CONSULTING ENGINEERS, INC K CONSULTANT: fb A a Edge R NORTH HIGHEST APPURTENANCE C.... Iting Engineer., I", . O 254' = ELEV, ????.?' TOP OF TOWER / STROBE/BEACON LIGHT 624 WATER STREET PRAIRIE DU SAC, WI 53576 6BB,VOICE 250' =ELEV. ???? .?' 154644, 60B 644 15/B FAX vrAw,etlpc.nsullc.m O -y,• :Q� v fH CLIENT: c _ o 11 mN r1 GENCOMM 90° "B" LEG `r LL n r I J� ENgNEER SEAL BEGIN STRAIGHT SECTION t� o 7,,��ny� BASE MOUNT=200.0' A,G'4ti0 ol� `4 �4 GO 4 G 4p� O� TOWER ORIENTATION 1 HEREBY CERTIFY THAT THIS PLAN SET WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION A I OTHER THAN THE EXCEPTIONS S NOTED IN THE SHEET INDEX, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAYJS OF THE TOWER LOADING STATE OF WISCONSIN ANTENNA ANTENIIA O TYPE 107Y.) ANTEWA MODEL TOWER ANT511NA MOUNT MOUNTHEgHT CJLHEGHT CA.ELEV A��NNq 1k LNE FREQUENCYt11MIER 67Ed WEGHT LEG S�BWEGHT (fA.CJ TILT -- .O,GJ MAVOBa A2wuTH (OTYI912E WHO Al tNALUEI MID -HEIGHT MARKER LIGHTS Z A2 #VALUEI BASE MOUNT= 125.0' 0 = ~ A3 #VALUEI a' A4 #VALUEI ' W �0 Z O AB #VALUEI W J N) F W OZ AB #VALUEI \ 0 O AT tiVALUEI N �= a AB *VALUE[ '7 0 W � to Ag *NALUEI aid j A10 W #VALUEI J to I A11 #VALUEI t� o In W IY N Al2 #VALUEI W A13 #VALUE[ 0 F A14 #VALUEI A13 #VALUE[ SUBMITTAL: INT DATE: DESCRIPTION: TOP OF CONCRETE 0.0' = ELEV, ?7??.?' (NAVD 88) m Q U w w O J J w J NOTES: NOTES: rF D EIRE). TOWER TO REANALYZED FOR FULL CAPhFORA 2 2. REFER A MOUNTING ADDITIONAL LINONMO T DESIGN AND MOUNTING REQUIREMENTS, FORADDITIOIN L INFO ON A8RAgJ 1. ALL OfMENSIONS SHOWN,ARE REFERENCED FROM THE TOR OF TOWER FOUNDATION, 3. NI & 01 OL FLOWDETAILS ALL pA1N! a OlPOLE ANTENNAS BELOW TOP LAYER TO INCLUDE 701� BRACING WHEN RECOA4MENDED BY MANUFACTURER. GVVH 2. ALLANi'ENNAS, DISHES, MOUNTS, ICESHIELDSAND LINES SHALL BE SUPPLIED AND INSTALLED CHECKED AMF 4. TOWER ANCHOR BOLTS SHALL BE DESIGNED SUCH THAT GROUT IS NOT REQUIRED BELOW TOWER BASE PLATES µNO ARO.UND ANCHOR BY OTHERS 1777777?7?). 3. TOWER TO BE EQUIPPED WITH E-1 LIGHTING KIT. L IGH T I NG SYSTEM TO. BE COMPLETELY 5. TOWER TOBE STRUCTURE C BOLTS. Ell. REFER SPECK FOR OTHER . LEE) BASED_ SPECIFICALLY DESIGNED FOR LlSE IN RF ENVIRONMENTS WITH NO INTERFERENCE. LIGHTS TO INCLUDE INFRARED EMITTERSAS REQUIRED BY CURRENT FAA SIUTE ID S16908 6. ER FOUNDA I OR I TOWER &TOWER FOUNDATION - CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL DESIGN OF BOTH ITEMS IB DESIGN OF BOTH LIGHTING REQUIREMENTS, 4. AIR TERMINAL MOUNT TO BE BOLTED DIRECTLY TO TOWER STEEL. AIR TERMINAL TO BE BONDED TO AIR TERMINAL MOUNT. 7. ANTENNA LOADING IS BASED ON ?????????? 5. CONTRACTOR TO INSTALL TEMPORARY TOWER LIGHTING WHEN TOWER CONSTRUCTION REACHES 2W, 6. TOP TOWER LIGHT TO BE INSTALLED ON MAST PIPE ABOVE TOP ANTENNA. NOTHING THAT IS 718' DIA OR MORE SHALL EXTEND ABOVE TOWER LIGHT. EDGE 44293 PROJ # TOWER LOADING SUMMARY B TOWER PROFILE (ELEVATION] TYPE PR G SHEET T-2�1 NUMBER ( EDGE CONSULTING ENGINEERS, INC