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Home My WebLink About20253356 I ♦ REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY B 04/16/25 CLIENT COMMENTS C 04/29/25 CLIENT COMMENTS ANTHEMNET SITE NAME: D 06/16/25 SITE RELOCATION ANTHEMNETLA NORTH FIRESTONE E 07/15/25 FOR ZONING ONLY F 07/25/25 CLIENT COMMENTS PROJECT NO.: 25-10144 DRAWN BY: KMM 5151 HEADQUARTERS DRIVE,SUITE 170 I PLANO,TX 75024 PROJECT MANAGER: K.MCVAUGH CHECKED BY: K.MCVAUGH ' SITE ADDRESS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER,IT IS 10810 COUNTY ROAD 15 PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF LONGMONT, CO 80504 THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED 70' MONOPOLE TOWER AND COMMUNICATION FACILITY "IA,1 !J ENGINEERING GROUP, INC. PROJECT DESCRIPTION PROJECT SUMMARY TOWER OWNER GENERAL NOTES INDEX OF DRAWINGS TOGETHER PLANNING A BETTER TOMORROW APPLICANT 158 BUSINESS CENTER DRIVE SITE NAME: NORTH FIRESTONE/VISTOSA RANCH BIRMINGHAM,AL 35244 THIS PROJECT IS AN UNMANNED WIRELESS 1. THIS WIRELESS COMMUNICATIONS FACILITY WILL MEET THE TEL:205-252-6985 www.smweng.com COMMUNICATIONS FACILITY,IT WILL CONSIST OF THE SITE ADDRESS: 10810 COUNTY ROAD 15 ANTHEMNET,INC. HEALTH AND SAFETY STANDARDS FOR ELECTROMAGNETIC SHEET NO: DESCRIPTION: REV: FOLLOWING: CITY/STATE/ZIP LONGMONT,CO 80504 5151 HEADQUARTERS FIELD EMISSIONS AS ESTABLISHED BY THE FEDERAL APN/PARCEL ID: 131108000020 DR SUITE 170 COMMUNICATIONS COMMISSION(FCC)OR ANY SUCCESSOR ANTHEMNET: COUNTY: WELD COUNTY PLANO,TX 75024 THEREOF,AND ANY OTHER FEDERAL OR STATE AGENCY. T-1 TITLE SHEET F JURISDICTION: WELD COUNTY 2. THIS WIRELESS COMMUNICATIONS FACILITY WILL MEET THE (1)NEW 70'MONOPOLE TOWER-COLOR:GALVANIZED PROPERTY ACREAGE: 3.7 CONTACT:BILL PARRISH SURVEY LEASE AREA: 2,500 SQUARE FEET PHONE:(469)447-9540 REGULATIONS OF THE FCC REGARDING PHYSICAL AND (1)NEW 2,500 SQUARE FEET LEASE AREA WITH 6'CHAINLINK FENCE CONSTRUCTION ANTHEMNET.COM ELECTROMAGNETIC INTERFERENCE. Z-1 AERIAL PLAN F ZONING: AGRICULTURAL CONSTRUCTION@ANTHEMNET.COM MULTI-METER UTILITY RACK 3. LIGHTING OR SIGNS WILL BE PROVIDED ONLY AS REQUIRED BY COLLOCATION FOR FOUR(4)WIRELESS PROVIDERS FEDERAL OR STATE AGENCIES. Z-2 PROPOSED OVERALL SITE PLAN F L, ANTHEMNET UNIMPROVED ACCESS ROAD WITH PARKING AREA VICINITY MAP PROPERTY OWNER 4. DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT WILL COMPLY WILL ALL APPLICABLE CODES AND ORDINANCES. Z-2.1 PROPERTY ZONING F -I 5. THE FACILITY IS UNMANNED. a LANDLORD: GREGORY AND SHERI FARMER Z-3 PROPOSED SITE PLAN F 5151 HEADQUARTERS DRIVE,SUITE 170 ADDRESS: 10810 COUNTY ROAD 15 6. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A PLANO,TX 75024 U MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. Z-4 TOWER ELEVATION F CITY,STATE,ZIP: LONGMONT,CO 80504 7 THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND iE PHONE NUMBER: 720-354-7453 DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. Z-5 FENCE DETAILS F _ 8. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL IS 1SITE LOCATION MOOS REQUIRED HANDICAP ACCESS IS NOT REQUIRED. a�Q CARRIER CONTACT CODE COMPLIANCE .... (i) NAME TBD ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN f ..,.,. ADDRESS ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING ANTHEMNET SCOPE OF WORK --- ADDRESS CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. LOCATION MAP CONSTRUCTION MANAGER NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.PHONE NEW SITE TO BE DEVELOPED BY ANTHEMNET,ALL ITEMS TO BE a 2018 INTERNATIONAL BUILDING CODE \OC\ PROVIDED AND INSTALLED BY ANTHEMNET UNLESS SPECIFICALLY '' ,, ._ ,,, „ 2018 •INTERNATIONAL EXISTING BUILDING CODE Q� NOTED OTHERWISE,INCLUDING,BUT NOT LIMITED TO:TOWER, e r 9- 2018INTERNATIONAL RESIDENTIAL CODE \�P FENCE,UTILITIES,FOUNDATIONS,TOWER SECTOR MOUNTS,ROAD, kw AI I ' ,;'V. .': DESIGN FIRM 2018 INTERNATIONAL MECHANICAL CODE �\\�.c,, ALL UNDERGROUND POWER AND FIBER CONDUITS WITH PULL ;"-;,.� '- dk 2018 INTERNATIONAL ENERGY CONSERVATION CODE 01 GO STRINGS,GROUNDING RINGS,AND FIBER HAND HOLES. '� __ SMW ENGINEERING GROUP,INC. 2023 NATIONAL ELECTRICAL CODE SITE LOCATION 4 158 BUSINESS CENTER DR. 1997 UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS D `V BIRMINGHAM,AL.35242 BUILDINGS i JEREMY SHARIT �0� 2018 INTERNATIONAL ENERGY CONSERVATION CODE CARRIER SCOPE OF WORK '�, jsherit@smweng.com r PROJECT MANAGER: KEVIN MCVAUGH (602)741-4473 DRIVING DIRECTIONS UTILITY CONTACTS 811 INFORMATION e TRAVELING FROM DENVER,CO: POWER COMPANY UNITED POWER NORTH FIRESTONE TAKE 1-25 NORTH TO CO-119(EXIT 240)AND TURN RIGHT(EAST). PHONE 303-637-1300 UTILITY SCOPE OF WORK FOLLOW FIRESTONE BLVD FOR 3.1 MILES AND TURN RIGHT ON FRONTIER ST(CO RD 15)AN THE PROPERTY WILL BE ON YOUR TELCO COMPANY TBD UNITED POWER TO INSTALL TRANSFORMER LEFT IN ABOUT.2 MILES PHONE TBD 81 I Know what's below. 10810 COUNTY ROAD 15 POLE AND RUN POWER VIA TRENCH FROM FIBER COMPANY TBD ® Call before you dig. LONGMONT,CO 80504 TRANSFORMER TO METER BANK. PHONE: TBD . (WELD COUNTY) APPROVALS FIBER — SHEET NAME MEET-ME LOCATION- TBD PROPERTY OWNER APWA Color Codes for Marking Underground Utilities TITLE SHEET NEW SITE LOCATION CONSTRUCTION wwwwwww SITE ACQUISITION I_COMIMUNICATION GAS,OILSTEAM, ucNnN� Pcraa� LATITUDE:40.157563(NAD83) oimmwmif SHEET NUMBER LONGITUDE:-104.921480(NAD83) ZONING POTABLE WATER RECLAIMED suE TEMPORARY%Am r PROPOSED o millilliam e nP ELEVATION:4880'AMSL(NAVD88) T 1 CONTRACTOR ` ♦ 0 REV DATE DESCRIPTION SUBJECT PROPERTY IS LOCATED IN PANEL IMPORTANT SITE NOTES: ZONING INFORMATION A 04/16/25 FOR ZONING ONLY #08123C1895F,DATED 11/30/2023 AND IS IN B oan s/zs CLIENT COMMENTS THE BASE FLOOD ZONE"X"AND IS NOT IN A 1. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE PRE-CON JURISDICTION:WELD COUNTY SPECIAL FLOOD HAZARD AREA. PACKAGE AND A PRE-CON WALK WITH THE PROJECT MANAGER. ZONING:AGRICULTURAL C 04/29/25 CLIENT COMMENTS TOWER SETBACKS TO PROPERTY LINES D 06/16/25 SITE RELOCATION 2. CONTRACTOR TO HIRE PUBLIC(811)AND PRIVATE LOCATING SERVICE IN ORDER TO LOCATE AND (FROM CENTER OF TOWER) E 07/15/25 FOR ZONING ONLY LATITUDE:40.157563°NORTH PROTECT ALL SUB-SURFACE UTILITIES.DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE DIRECTION REQUIRED PROPOSED F 07/25/25 CLIENT COMMENTS LONGITUDE:-104.921480°WEST UTILITIES. NORTH 70' ±228' COORDINATES FROM 1A DATED 7/9/25 SOUTH 70' ±70' 3. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. EAST 70' ±70' CONTRACTOR NOTES: CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY WEST 70' ±620' ' 1, ALL TREES WITHIN THE CONSTRUCTION REPAIRS WITH RESPECTIVE UTILITY COMPANY. PROJECT NO.: 25-10144 ENVELOPE TO BE REMOVED AND DISPOSED OF PROPERLY, 4. CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. a4 Z c'' •,9 ` DRAWN BY: KMM CONTRACTOR SHALL NOTIFY CARRIER AND ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE _ - - / • PROCEEDING. - -" - _ s. i-- _ • N _ PROJECT MANAGER: K.MCVAUGH "P� \ ` CHECKED BY: K.MCVAUGH Al 5. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION. PARCEL ID:131108000045 POWER IMILLRACE RESOURCES LLC; _.- 44 POLE M \ THIS DRAWING IS COPYRIGHTED AND IS THE Fs' 6. TOWER WILL BE MADE AVAILABLE TO OTHER TELECOMMUNICATIONS COMPANIES FOR COLLOCATION. FRONTIER VENTURES LLC 7.s'---r : ,,- .... POWER SOLE PROPERTY OF THE OWNER,IT IS . - ' "T�af. r INSTRUMENT NO.:4872466 •,Y0, - __ • - - - —. AND ITS AFFILIATES.REPRODUCTION OR USE OF L'M/• POLE PRODUCED SOLELY FOR USE BY THE OWNER •••_ _ up—' —o. :L `� THIS DRAWING AND/OR THE INFORMATION I • - • / —_ _ _— _ �` _ * CONTAINED IN IT IS FORBIDDEN WITHOUT THE 1R!' WRITTEN PERMISSION OF THE OWNER. lie 41 . t- -t - / :2 EXISTING j t .:•W - • //`! OVERHEAD r I 1�� T 1: ., - I. '7 i 4877 i _ • - .•- -i.,. POWER ' - • PARCEL ID.131108000021 ;_' ` �� '� r' Ii q[ r 'i_ / ENGINEERING GROUP, INC. •.J STERN,MARY ELEANOR , i APPROXIMATE / PROPOSED 20'WIDE y_ INSTRUMENT NO.:4710430 { �` R f I• / / / 7 LOCATION OF KERR lila // „NON-EXCLUSIVE ACCESS TOGETHER PLANNING A BETTER TOMORROW I t - - I / / / MCGEE OIL AND GAS AND UTILITY EASEMENT 158 BUSINESS CENTER DRIVE • I. / r/ _, I BIRMINGHAM,AL 35244 _ f - PROPOSED 1T WIDE —_ ®- TEL:205-252-6985 www.smweng.com X ,� :,,, / ACCESS ROAD r. 1 r ►�• 14 A. f 7c719 j F. ER} _1.� vA HOG WIRE q :� T•? �', M 'f)l - ' • - VFF FENCE •�• •_.4,,y. i.`e. - -- • •�-_ POWER .r ,-.. �j�� I o / N�E�.�-B •-- --- ...� "� G I�I • �. :►�y1 ti, V . �� ?P•' POLE W/ ' 1 , p0 ,,(____ _—_.1' ' I A I * ',,}' �� .ri ' L- • ,' R TRANSFORMER ! /°� i,• 0 PBPN Y III • -: � r, �.,t' k� ,5 �� I L, Af�THEMNET I - �"-- . / • "-. H Lu w �STRAND - y, 5151 HEADQUARTERS DRIVE,SUITE 170 '; • - ,. 1 -a. 1`�� I• I 4 BARBED \I PLANO,TX 75024 } I ` •p •' / ' - WIRE n w PROPOSED 20'WIDE / .• • - EXISTING I, Q w O4�7 NON-EXCLUSIVE ACCESS , / :'_ SHEEP PEN - '' I`i O AND UTILITY EASEMENT V ' I 'I 1 M II = w 3 PLANK WOOD PROPOSED 12'WIDE / ;/ . }„ •• ——— i! E — — / /y// " n ANTHEMNET ACCEPROPOSED 5' ISS , _;70" O¢0_ s——— o / / EASEMENT �'� TOWER $ N ` ' _�` r', `-. PROPOSED 50'X50' SETBACK M =i_ — �_'' — ffi� �„ / �t �..^ +,.,.,' CT ' ANTHEMNETPREMISES —Yr �*��— i / • r:{ 7 .` 1 (APPROX 2,500 S.Q.FT) . -1`1 bb. • % r F ! _ PARENT TRACT - a ■ P PROPOSED POWER/ _ �� I x \r\�'c?' I P PROPOSED ROUTE OF l �,:,, y PARCEL ID:131108000020 ———— Cj .. TELCO MEET POINT. t FARMER,GREG&SHERI S��- QF 'GOB n 0 TO BE DETERMINED FIBER AND POWER - `(! re. INSTRUMENT NO.:2938170 �1 / • // '�J ( �• APPROXIMATE "� - et • // - �-• - LOCATION OF 150' PROPOSED 70' c 0 �--�y , / - - .—- m ABANDONED WELL * MONOPOLE TOWER kilm 'aj1J _ / r��' BUFFER p + • ti Iliki_ COLOR:GALVANIZED �, ,2 w r.a� �_EllniallIMMIMM' SE ACK _ ")EXISTING ,� '� 1�r�:w' ".• �' OVERHEAD NORTH FIRESTONE I, a _- L- -• POWER - - PARCEL ID:131108000038 - _ 'z�.�,• TODD,JERRY L LIVING TRUST �', - - * INSTRUMENT NO.:4591706 10810 COUNTY ROAD 15 �- ,'• �' POLE POWER LONGMONT,CO 80504 I : ,1� .,, _ (WELD COUNTY) __ —•.• _ —._. ). • - SHEET NAME I 11 - OAERIAL PLAN AERIAL PLAN !� 100' 50' 0 100' SHEET NUMBER SCALE: 1"=50' (22X34) 1"=100'(11X17) REV DATE DESCRIPTION SUBJECT PROPERTY IS LOCATED IN PANEL IMPORTANT SITE NOTES: ZONING INFORMATION A 04/16/25 FOR ZONING ONLY #08123C1895F,DATED 11/30/2023 AND IS IN B 04/16/25 CLIENT COMMENTS THE BASE FLOOD ZONE"X"AND IS NOT IN A 1. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE PRE-CON JURISDICTION:WELD COUNTY SPECIAL FLOOD HAZARD AREA. PACKAGE AND A PRE-CON WALK WITH THE PROJECT MANAGER. ZONING:AGRICULTURAL C 04/29/25 CLIENT COMMENTS TOWER SETBACKS TO PROPERTY LINES D 06/16/25 SITE RELOCATION 2. CONTRACTOR TO HIRE PUBLIC(811)AND PRIVATE LOCATING SERVICE IN ORDER TO LOCATE AND (FROM CENTER OF TOWER) E 07/15/25 FOR ZONING ONLY LATITUDE:40.157563°NORTH PROTECT ALL SUB-SURFACE UTILITIES.DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE DIRECTION REQUIRED PROPOSED F 07/25/25 CLIENT COMMENTS LONGITUDE:-104.921480°WEST UTILITIES. NORTH 70' ±228' COORDINATES FROM 1A DATED 7/9/25 SOUTH 70' ±70' 3. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. EAST 70' ±70' CONTRACTOR NOTES: CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY WEST 70' ±620' ' 1. ALL TREES WITHIN THE CONSTRUCTION REPAIRS WITH RESPECTIVE UTILITY COMPANY. ENVELOPE TO BE REMOVED AND / \ PROJECT NO.: 25-10144 DISPOSED OF PROPERLY. 4. CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. // N DRAWN BY: KMM CONTRACTOR SHALL NOTIFY CARRIER AND ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE / N PROJECT MANAGER: K.MCVAUGH I PROCEEDING. / \ I 5. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION. \ ,1/4. CHECKED BY: K.MCVAUGH ,..0PARCEL ID:131108000045 POWER \ MILLRACE RESOURCES LLC; POLE \ DRAWING IS COPYRIGHTED AND IS6. TOWER WILL BE MADE AVAILABLE TO OTHER TELECOMMUNICATIONS COMPANIES FOR COLLOCATION. FRONTIER VENTURES LLCPOWER \ SOLE PROPERTY OF THE OWNER,IT ISLY FOR USE BY THE OWNER INSTRUMENT NO.:4872466 POLE \ [THIS NDITS AF ILI D O ES.REPRODUCTION OR USE OF I P ' ••— , THIS DRAWING AND/OR THE INFORMATION — \ � / CONTAINED IN IT IS FORBIDDEN WITHOUT THE / �— / �� WRITTEN PERMISSION OF THE OWNER. / / / / / / / k EXISTING 1 I \ \ 877 / // / \ �i/I OVERHEAD I /I 4! (171 , !I",\. ! I PARCEL ID:131108000021 , / / / -- --\ /\ice POWER / I STEEN,MARY ELEANOR / / / APPROXIMATE Y/ ENGINEERING GROUP, INC. I \ / / PROPOSED 20'WIDE —. 20' 1 0 INSTRUMENT NO.:4710430 Q I / NON-EXCLUSIVE ACCESS A / / LOCATION OF KERB / I TOGETHER PLANNING A BETTER TOMORROW / / / / MCGEE OIL AND GAS'� // 1 158 BUSINESS CENTER DRIVE I / / AND UTILITY EASEMENT r ABANDONED WELL / I / BIRMINGHAM,AL 35244 /./ 1 / // PROPOSED 12'WIDE 12'��`yyy'� TEL:205-252-6985 www.smweng.com /. // �/ // J / I ACCESS ROAD p f�Q GRAVEL / /S�� \4g78` _ // I , /'/ / �- FER '4877 T HOG WIRE I POWER // / I /// �E�.�-gVF — _ FENCE �ir y/�POLE W/ // /oy �I // 6POON X� -Xx x x x �ppX�r TRANSFORMER / id/ 1 \ 'p X x / X ANTHEMNET / STRAND L, 1[ 5151 HEADQUARTERS DRIVE,SUITE 170 / %:<-- - 4STRAND/ BARBED / PLANO,TX 75024 Z Q I // / // , / / 80. \ EXISTING X WIRE 1 1 uJ PROPOSED 20'WIDE / / / _� , & Q w O 919 I NON-EXCLUSIVE ACCESS �\� / / SHEEP PEN 1 O377 AND UTILITY EASEMENT /� / �A`, I� YF r d 0 � 3 PLANK WOOD PROPOSED 12'WIDE GRAVEL — / / /I/ / gS�- \\ ?C / P/� C FENCE _ ACCESS ROAD DRIVE / / / / / -�' Z¢ — —— / �/ / SHED PROPOSED 5'WIDE A 70 / O a I —— — ——\7 ———— —_,,/__.— _— / / / I \\ x ANTHEMNET ACCESS ��9 I co d /r—— s——— o v A / /// /z / A'=,` \ EASEMENT, A,� \ TOWER k. '' — -�� — =� —��ID—- ,/-________________ N PROPOSED 50'X50' \ \ SETBACK u— — — / N ANTHEMNET PREMISES —X-!—— i — =1s� // \\\ N N (APPROX 2,500 S.Q.FT) I N—x — j/ �� /.---- PROPOSED PARENT TRACT \ X // I J �P��G / PROPOSED POWER/ / ` I x —J �\ ROUTE OF FARMER,GREG&SHERI ` ——— O \ �� N D�0 TELCO MEET POINT. \ 17I C0 TO BE DETERMINED / FIBER AND POWER 1 STORY\ \ Q G A I N /// \3UILDIN INSTRUMENT NO.:2938170 \ — I x Y _.: ��0% I I x x x Ikl x x -�-JJ X I ` // APPROXIMATE L— / LOCATION OF 150' PROPOSED 70' c0 \ j -/ ABANDONED WELL MONOPOLE TOWER}:\ bb 5.m -4880 /// ±620 BUFFER COLOR:GALVANIZED \ A�+I 0~ /�p0 TOWER ��\ �7 �EXISTING J SETBACK \ 1 OVERHEAD NORTH FIRESTONE POWER )(x )( )� . A PARCEL ID:131108000038 TODD,JERRY L LIVING TRUST I INSTRUMENT NO.:4591706 10810 COUNTY ROAD 15 POWER LONGMONT,CO 80504 POLE (WELD COUNTY) i SHEET NAME 0 PROPOSED OVERALL SITE PLAN PROPOSED OVERALL 100' 50' 0 100' SITE PLAN SHEET NUMBER SCALE: 1"=50' (22X34) 1"=100'(11X17) Z2 S + \ / REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY I I B 04/16/25 CLIENT COMMENTS • ' C 04/29/25 CLIENT COMMENTS D 06/16/25 SITE RELOCATION E 07/15/25 FOR ZONING ONLY - F 07/25/25 CLIENT COMMENTS "�` ispCase:/k, 11 - v 11 PROJECT NO.: 25-10144 _ • - DRAWN BY: KMM / _ . "¢'r PROJECT MANAGER: K.MCVAUGH A /. r, 4 * ` CHECKED BY: K.MCVAUGH ' ,, • J + ..A, F �!' 7 u ;� THIS DRAWING IS COPYRIGHTED AND IS THE • •4 ie.0 a - - - ► SOLE PROPERTY OF THE OWNER,IT IS • PRODUCED SOLELY FOR USE BY THE OWNER +`` .-`•• " `4\ + • • • 1. I•' '• _ AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION + ` • VI A+ -`` ' s • i•i• ,4 " CONTAINED IN IT IS FORBIDDEN WITHOUT THE iA .. ` -.'�1Y - -iI. s• �• WRITTEN PERMISSION OF THE OWNER. T,T.I l:' _ +'fits sfi�,� ! +. ,4. 1 s >p 4, ni ri ri4/is��• f .._ _. bs[ sole Pt! a :Zit: it 4Y 41111 t r,,' • W i i� •ai ** . ril 4i1ta, j,! ENGINEERING GROUP, INC. t� _4' ' • TOGETHER PLANNING A BETTER TOMORROW • I''� F I - �, - '' 158 BUSINESS CENTER DRIVE f DTI--InF'1 S BIRMINGHAM,AL 35244 um , 1 •••.'If• ��- - ,' t TEL:205-252-6985 wwwsmweng.com -.' . ,._I C d 11E DDOiii .- D1 - . • .: 14 f .rile ,.�....�... ..g. �� Vg11 `C,_ .••• #--- �r I 1%14; PROPOSED 70'MONOPOLE +. . ,. PROPOSED RAD CENTER 65' 1 T. t� 0/. u i i r �- :- LATITUDE:40.157563 N -' '` iDi1�L LONGITUDE:-104.921480 W II : n • Y GROUND ELEVATION:4880' i‘A A NTH E M N ET j �- �` �'F ANTHEMNET PREMISES 5151 HEADQUARTERS DRIVE,SUITE 170 • 41 1t1('ji AIM". ol11A-7an', _ - PLANO,TX 75024 - ,, ' .i A� t}1PPIli �►'f' (APPROX2,500S.Q.FT) .4i 11.Y ley y f aSI'. I IRE`TONE .... -- .• •r+� 44.40 .4 i 1 . r ' a =, . -• r‘ at i -NI i• • WIN* w• .4 - _ • w# ./+ • IN VI Aa re i. ,W. an --.P b. Y�Y Y vat* :" _ � ` • "p 'd :w. n 4ase:Z-243, - C, , . . \_ y c. . 1 . Brie 11 J! : Lel. ' IIII ,, ,. ,, 1UI _- Caae: 1AU02�® r u• P� G�c\5 AA4 . 'I .IT A / ' itaki R ; cii1 ni"_ • r r _1 -T a O ititif 1 , ' " /i�,» i • ei ties �� `41)1itt11rs111Y1+,. A. +! - ti ,•• .. Ar-. �y w • f: I�f �111s1,r DE}` '• -.. T�1,iY:M�CiF !.. ' , a . si,ma 'AM' .�r� •, , _ I _AC.•1f�dr:e1 .' 4 L. , r' l4Y�a�t1< +w'IN a AP I -■ r • 1_,, iiit'. .f ' . ' ` ,` _ iiN�l �• , NORTH FIRESTONE •' fir- .ip, r 10810 COUNTY ROAD 15 -,,.. LONGMONT,CO 80504 Ii y (WELD COUNTY) • - SHEET NAME A OPROPERTY ZONING1 . PROPERTY ZONING 1200' 600' 0 1200' SHEET NUMBER SCALE: 1"=600'(22X34) Z 2. 1 1"=1200'(11X17) REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY SUBJECT PROPERTY IS LOCATED IN PANEL B 04/16/25 CLIENT COMMENTS #08123C1895F,DATED 11/30/2023 AND IS IN THE BASE FLOOD ZONE"X"AND IS NOT IN A C 04/29/25 CLIENT COMMENTS SPECIAL FLOOD HAZARD AREA. D 06/1 SITE RELOCATION E 07/15/25/ FOR ZONING ONLY F 07/25/25 CLIENT COMMENTS LATITUDE:40.157563°NORTH LONGITUDE:-104.921480°WEST PROPOSED 50'X50' 150'ABANDONED COORDINATES FROM 1A DATED 7/9/25 ANTHEMNET PREMISES WELL BUFFER PROPOSED ROUTE OF (APPROX 2,500 S.Q.FT) i....,,,,,,,,, FIBER AND POWER PROJECT NO.: 25-10144 PROPOSED 5'WIDE X / I ANTHEMNET ACCESS / DRAWN BY: KMM 0 EASEMENT / PROJECT MANAGER: K.MCVAUGH PROPOSED 50'X 50' 50'LEASE AREA \ik, I w ` CHECKED BY: K.MCVAUGH CHAINLINK FENCE / // o I _ PROPOSED ...,4 800AMP UTILITY / DRAWING IS COPYRIGHTED AND IS THEI WH-FRAME PRODUCED SOLELY OR USEOBY THE OWNER/ L " PROPOSED 2 HAND [THIS D ITS AFFILIATES.REPRODUCTION OR USE OF x — x x — x — x — x — x h x ( ) THIS DRAWING AND/OR THE INFORMATION /� 4 w HOLES FOR POWER CONTAINED IN IT IS FORBIDDEN WITHOUT THE x F ,/ .� / W PROPOSED E' AND FIBER CONDUIT WRITTEN PERMISSION OF THE OWNER. PROPOSED SHEEP PEN > FENCE TO MATCH EXISTING. I . a 22'-6"X 12'-0" [ _ LOCATION TO BE w =Cr LL CARRIER EQUIPMENT DETERMINED IN FIELD O 0 w N AREA a Xwctor SF) I m o LL !!!!!!!!!!!! PROPOSED 70'MONOPOLE I o w Q= - (270 �— PROPOSEDRADCENTER65' o_ i ENGINEERING GROUP, INC. LATITUDE:40.157563 N ce x Fro=Fro Fro=Fro LONGITUDE:-104.921480 W er— / 25' e E e e J PROPOSED 20'WIDE TOGETHER PLANNING A BETTER TOMORROW GROUND ELEVATION:4880' a i r — NON-EXCLUSIVE ACCESS 158 BUSINESS CENTER DRIVE W11.--/ S1Y IAND UTILITY EASEMENT BIRMINGHAM,AL 44 TEL:205252-6g85 wwwsm2weng.com COLOR:GALVANIZED ` PROPOSED N b PROPOSED 12'WIDE _ — ¢ is NI N GRAVEL ACCESS ROAD Lu x t 1e:,5"2' COMPOUND I- REMOVE EXISTING _Iw SHEEP PEN FENCE '� 09 as WITHIN LEASE AREA A — 150'ABANDONED y"j LL . — x Si ' ` WELL BUFFER a W w o L, ANTHEMNET X N PROPOSED I 71 x O o a a`1 22'-6"X 12'-0" x 6> 1- a w a N CARRIER EQUIPMENT PROPOSED 12' 'Si 5151 HEADQUARTERS DRIVE,SUITE 170 PLANO,TX 75024 v AREA S I I I ACCESS GATE a. ( ) i a I I ), L x x — x �, x — x _ x _ x — x i x L— _ 1 / EXISTING SHEEP PEN / 70 FENCE 0 PROPOSED CHAINLINK FENCE COLOR:GALVANIZED EXISTING OVERHEAD POWER -4 \O, 4 STRAND ��\'OC' BARBED P �G WIRE O ,. �0 4 STRAND A I, BARBED ,. WIRE l u X X X X x x x 0NORTH FIRESTONE PROPERTY L NE 10810 COUNTY ROAD 15 POWER LONGMONT,CO 80504 POLE ' (WELD COUNTY) OPROPOSED SITE PLAN SHEET NAME 16' 8' 0 16' PROPOSED SITE PLAN SCALE: 1"=8' (22X34) 1"=16'(11X17) SHEET NUMBER � Z-3 , REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY B 04/16/25 CLIENT COMMENTS C 04/29/25 CLIENT COMMENTS D 06/16/25 SITE RELOCATION PROPOSED 5'7 E 07/15/25 FOR ZONING ONLY LIGHTNING ROD F 07/25/25 CLIENT COMMENTS PROJECT NO.: 25-10144 PROPOSED TOP OF TOWER aj DRAWN BY: KMM _ = ELEV.:70'AGL T PROJECT MANAGER: K.MCVAUGH ` CHECKED BY: K.MCVAUGH / FUTURE RAD CENTER ELEV.:65'AGL V THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER,IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF v v v THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 1 FUTURE RAD CENTER d,qh "IA,1 !J ELEV.:55' AGL ENGINEERING GROUP, INC. TOGETHER PLANNING A BETTER TOMORROW _ = = = 158 BUSINESS CENTER DRIVE BIRMINGHAM,AL 35244 TEL:205-252-6985 www.smweng.com FUTURE RAD CENTER dh ELEV.:45' AGL Z Lh ANTHEMNET FUTURE RAD CENTER di ELEV.:35' AGL 5151 HEADQUARTERS DRIVE,SUITE 170 PLANO,TX 75024 v -o v PROPOSED 70' 4/ \ MONOPOLE TOWER COLOR:GALVANIZED Q6 4Y�CY cO� PROPOSED CHAINLINK FENCE �0� COLOR:GALVANIZED 2- I- L_____ � _`� __ o NORTH FIRESTONE �4 `� SUBJECT PROPERTY IS LOCATED IN PANEL \--\ #08123C1895F,DATED 11/30/2023 AND IS IN THE BASE FLOOD ZONE"X"AND IS NOT IN A 10810 COUNTY ROAD 15 SPECIAL FLOOD HAZARD AREA. LONGMONT,CO 80504 (WELD COUNTY) TOWER ELEVATION 0 LATITUDE:40.157563°NORTH SHEET NAME SCALE:NOT TO SCALE LONGITUDE:-104.921480°WEST COORDINATES FROM 1A DATED 7/9/25 TOWER ELEVATION NO MAPPING OR ANALYSIS HAS BEEN PERFORMED ON SECTOR MOUNTS,AND SHEET NUMBER STRUCTURAL INTEGRITY OF MOUNTS STRUCTURAL ANALYSIS TO BE PROVIDED AT LATER DATE UNDER NEW LOADING IS UNDETERMINED Z-4 REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY B 04/16/25 CLIENT COMMENTS C 04/29/25 CLIENT COMMENTS O O D 06/16/25 SITE RELOCATION E 07/15/25 FOR ZONING ONLY I 12 I 6'-0" I I _ 12'-0" _ I L 8'-0'� I $'-0" I 8'-0" i ©© F 07/25/25 CLIENT COMMENTS A 94 x x x x x 1 Ilex x x x x x i x x x x x x�'7I - x x x x x x x x x x x x x x • x x MIIIME11I ik x x x x x x x x x x x x x x x x • x x x x x x x x • x x x x x x x x • x x tlllilllll Wrl/ x x x x x _ x x x X x • x x x x x p3 x x x x x x x ,) x x x x x x x ,-) x x fliliT 1T - • • • • • •• ♦♦♦.•o♦♦ ♦o♦♦♦•♦•o♦♦♦ _ ♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ �:�o-�o-�wvw--------- •o�-��e-v,.--.�♦-�♦-��ii-�♦-�♦-� ♦-�♦-��♦-�♦-wrw-�♦-�♦-�o-� ♦•♦♦♦♦ /� ♦o♦•♦• ♦♦•o♦•o♦♦♦o♦♦♦♦♦♦♦♦♦1= ♦°i°♦°i°i°i°i°♦°i°i°i°i°i°♦°i°i°i°♦°i ♦°♦°i'.�i°i°i°♦°i°i°i°i°i'i°i°♦°i°o'°♦♦i= ♦i°♦°o°♦°o°♦'o•♦'•°o♦♦°o°♦'o°♦'o°•♦i♦♦°i ♦°i°i°i°o°i°♦° °i♦i°•°•°♦*: '♦♦'•'e°♦'e°i°i ►i'♦'o°e'♦°e'e°♦'i°♦'e°o°e°e°♦°♦°i°i ►♦♦♦°♦°♦°♦♦ ��♦°i'i°i°i°i°•° ►i°e°♦°♦°♦'♦°♦°I O PROJECT NO.: 25-10144 ♦♦o°e°♦e♦o°oeo°••o°e°♦°eo♦oe°oeo°•♦ ♦♦♦♦4.'+°e°♦eo°oeo°oe♦°oe♦ee°oe♦e♦♦♦♦♦ ♦♦♦•e°ee♦oeee♦e�♦eeee�e°eee°ee♦eeeoe♦♦♦♦ �♦oe♦°oeo°oeo ♦•o•♦e♦♦♦••♦ ♦o♦oe♦•oeo°o •00e'o'00o♦i►Oeoo'0♦'0e'Oi ►♦♦•••♦♦♦♦♦ a:o°:eo°oeo o°e°♦eo°....1 II I11:42.••:111:181 ♦•♦•♦•♦•♦•e•♦•e•♦•eee•♦• •♦•♦•e e•♦•e•••♦•♦•e e♦e oee•••♦♦•♦ ♦•♦•♦•°•'•°•♦•'♦'•°•'•♦•°•♦•°•'•'•♦•°•°• •♦'e°o e'o° •°♦♦°°♦♦♦♦•�, •°•°♦°o'•' 'o°e'•°ee'••i'i'e'o°♦°♦°o°e°•'1 ►i°♦°♦♦i° �'ii o:. — ♦•••♦•♦1 o ♦♦i i0•i'OOi'Di •♦i:♦ ♦i♦i'i i'♦°i•i'i°i•i•i'♦O°0o'i•i'i♦ii •�' ♦♦i♦i ♦'e° •e'♦♦• ♦♦♦♦'0e'o0•♦°i ►00•♦♦♦♦♦♦ �°e e° •.*A.II 0 p ♦♦• •♦eleee•e1•♦ ♦•••• ♦♦♦•♦o°e♦•oo•;;;W:e �♦ ♦• ♦♦ • •♦: ..♦e•♦o•• ►•o♦♦♦• ♦•e ♦♦♦ CHECKED BY: K.MCVAUGH I-•=•=•e •••••- ♦•♦•••••♦•••♦e•♦•♦•••♦•e•1•••♦•••e•♦♦♦•♦♦! •••eee•••♦°e e e e e•••e e e e e e•♦•♦ ♦♦•• ••♦<: -♦•♦ ♦•♦ ♦♦°e°e a°e a°e/ ►°e•••e♦•♦♦ V.V. O ♦♦-.tiro I� , .— d��.o� o ♦♦ •♦♦ ♦••eee•' ♦e♦♦♦ — I/oe♦ ♦♦ ♦♦e•♦ ♦e•♦♦oe♦♦♦ i•♦ ♦♦ ♦♦♦♦ . ♦♦ ♦♦ ♦♦i ♦♦e•♦e•.� eee♦ �•e♦ •• . ♦•♦ ♦ ♦♦e♦ ♦e♦♦eee♦♦♦y ♦♦♦oeo•••♦ •♦♦♦ e♦ ♦♦ ♦♦ ♦e•e••o eeee♦ ♦•e le♦ ♦ ♦♦e♦ ♦•e••e••♦♦] ►♦•♦e•e♦♦♦ ♦♦♦♦ �: � ♦e♦ `♦♦♦ o♦♦ -♦•1••♦♦1 'o•♦♦•♦ fee♦ III ♦♦ '♦ ♦♦o ♦e•e••♦ • •eeee ee•• ♦♦♦ �♦• ♦•♦ ♦e ♦e♦ ♦e•e•♦♦ WA*" ♦•♦o '0o THIS DRAWING IS COPYRIGHTED AND IS THE �/♦ Iv ♦ee eeee�e♦ ♦ ►♦♦oeo♦o•♦ ♦♦♦ ♦e* a♦♦. `♦♦♦ ••♦ '••••••♦1 ♦eeee♦ �•••e ��••I SOLE PROPERTY OF THE OWNER,IT IS ��e �•�— p•��% .i+i i i i•��•�•• -►�i♦♦•••••o•••o•••• ••i i•4 —t•••••• e••:•••°o ;♦♦i°e°♦• •°e'i 4:. `♦'i°e'i°i°i°♦°I ie i°e°•♦� �°eoi°♦°• O i°♦oi'e'i PRODUCED SOLELY FOR USE BY THE OWNER 12" �!OOi ♦0.4, �i♦i°i°i 00o°o'Deoo°♦4i I ♦400Mo O°o°♦� M♦°• oeo•• ••e♦ ••e• ••oeo♦♦ eo00• ••♦ ••♦o >♦ ♦♦♦ -♦♦eee♦ ♦♦♦•eeee♦♦ ♦•♦•♦♦•♦•♦ ♦•♦♦♦— �♦••e°e♦♦� ♦°•°e°••♦♦< ♦•♦•e•••e• •ee•••♦•♦; ,,♦♦°eO°eO•e♦♦/ OM* ISO•° ♦♦OeO°e°eI AND ITS AFFILIATES.REPRODUCTION OR USE OF °♦'•'• •e•♦•♦ ♦♦•••o'•'•••o •♦'•°•'e°o•♦'o°♦°♦♦°•• -♦°♦°e'e°♦°e°♦°e e°e e a•e°•°e°♦♦A— °e444 °!°•�•'o♦♦ 4.°•'♦°•e• j'i'i°i°i°♦; j♦♦•'i°••i°i°♦♦1 ►i°i'i'•'i'•♦♦♦♦�/1�•i ©O♦•♦°•'♦°•°♦♦1 ® THIS DRAWING AND/OR THE INFORMATION �/♦.♦ ♦... � • ♦•eee•••♦•.......♦♦ ..................♦♦, LI♦ •e♦♦ e•♦eeeoe••♦eeee•e•♦ ♦eoe0000eoeooeoeo♦ • ♦eeee.,♦ e:.. ♦ < ♦♦eeee ♦eeee♦♦ ♦♦eeee♦ /•eeooeoee♦ :• •eoe•♦o_ eo ♦♦♦♦. ♦•♦o♦♦•ee • eoe000♦ ♦♦•e♦eo•♦o♦•••♦♦♦♦♦♦� ♦♦♦♦J ee. ♦• .;*;Yi ',•♦•'•eee•• •••e e•♦•eeo•, ;♦•••ee•♦•••0.1 ►ee•eee•eee�//�•/ie♦ liee•♦♦1 CONTAINED IN IT IS FORBIDDEN WITHOUT THE � v•♦ Y►io♦♦ ■ ♦oo•o♦••• ••ooeoo♦♦♦ ♦oeeeeeeoeeeeee•e000♦��000NL ♦4•0♦ ♦oeo♦• ♦ P1,►e♦♦♦— ♦•e♦•♦♦•♦ ♦ ♦e♦♦eo♦♦♦ ♦♦•e•♦••e•e•eee••♦♦♦� ♦♦♦•� ♦♦♦♦♦♦. I♦♦♦♦•♦♦♦♦•♦♦ ��♦♦y♦ ♦y♦�1 ��♦ �••/o�•��♦�♦ ♦��.•�♦�•♦�•��.��1 WRITTEN PERMISSION OF THE OWNER. A...““ ..i.!L, ,h)St ( Fi,,.1 h9",,.1 hto-.}-,. ,I,>' 5l WA t t ) 7 h(Nl �r! i,. ,di.,.i, i,. .i,. iri / i i iN �� MIME, ��M�ri,��iMEri,,M Agri SE 1i, .7r _. �//%///�: :: / / \ i•//:; .. ////// / /i/i;\/ /// / //�//;/i jj ; .: /jj / ///// ! //// // \/i�////// /j/j Jj/j jjam/j/��///jjj / //j// _,__.,__.\_7, M N \�\\��ti \%�\.\\'\\//j/\ j\j\\�\ \i \\\\ \\\i� \\.;. :/\\ \,�\.\\�\\%\\\S /\�%i\\�.\.� �\f�\\ ; j /\ j j\ j�/� \\N.,,, /Ilk K\ \�,�\� SUB-GRADE ► ENGINEERING GROUP, INC. SUB-GRADE 112" I • ® 112" 112" 8" I ® I 8" ® I 8" ® IV 12' TOGETHER PLANNING A BETTEH TOAfOHHOW 158 BUSINESS CENTER DRIVE BIRMI 35244 GENERAL NOTES: 05-25NGH5M,ALsrwe TEL:205-252-6985 www.smweng.com 1. INSTALL FENCING PER ASTM F-567 2. INSTALL SWING GATES PER ASTM-900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED ^ 4. POST&GATE PIPE SIZES ARE INDUSTRY STANDARDS.ALL PIPE TO BE 1 1/2"GALV.(HOT DIP,ASTM A120 GRADE"A" ', A NTH E M N ET STEEL)ALL GATE FRAMES SHALL BE WELDED,ALL WELDING SHALL BE COATED WITH(3)COATS OF COLD GALV,(OR EQUAL) 5151 HEADQUARTERS DRIVE,SUITE 170 5. ALL OPEN POSTS SHALL HAVE END-CAPS PLANO,TX 75024 6. USE GALVANIZED HOG-RING WORE TO MOUNT ALL SIGNS 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC 8. USE COMMERCIAL GRADE MATERIALS ONLY I \ REFERENCE NOTES: O CORNER END OR PULL POST 3"NOMINAL SCHEDULE 40 12 2"FINISH OR AS DETERMINED BY CONSTRUCTION PIPE. MANAGER DURING BID WALK 2 LINE POST:2 1/2"SCHEDULE 40 PIPE,PER ASTM-F1083.LINE COMPACTEDCONSTRUCTION 95%BASE MATERIAL O POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0"O.C. DETERMINED BY CONST UCT ON MANAGER O\�P''�G�O 0 OTOP RAIL&BRACE RAIL:1 1/2"PIPE,PER ASTM-F1083 DURING BID WALK. Q��GO/ 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL FO 04 FABRIC"9GA CORE WIRE SIZE 2'MESH,CONFORMING TO ASTM-A392 15 GATE POST 4"SCHEDULE 40 PIPE.FOR GATE WIDTHS UP THRU 7 FEET OR 4 FEET FOR DOUBLE SWING GATE,PER 05 TIE WIRE:MINIMUM II GA GALVANIZED STEEL AT POSTS ASTM-F1083 AND RAILS A SINGLE WRAP OF FABRIC TIE END AT TENSIONS WIRE BU HOG RINGS SPACED AX.AT 24"O.C. 16 GATE FRAME:1 1/2"PIPE,PER ASTM-F1083 OTENSION WIRE:9GA GALVANIZE STEEL 17 GATE FRAME:1 5/8"PIPE,PER ASTM-F1083 O BARBED WIRE:DOUBLE STRAND 12 1/2"OD TWISTED WIRE 18 GATE DIAGONAL GALVANIZED STEEL 1 1/2"PIPE NORTH FIRESTONE TO MATCH WITH FABRIC 14GA,4PT.BARBS SPACE ON APPROX.5"CENTERS 19 DUCK BILL OPEN GATE HOLDER.VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION 10810 COUNTY ROAD 15 O STRETCHER BAR LONGMONT,CO 80504 20 GEOMETRIES FABRIC (WELD COUNTY) O 3/8"DIAGONAL ROD WITH GALVANIZED STEEL SHEET NAME TURNBUCKLE OR DIAGONAL THREADED ROD 21 LINE POST:CONCRETE FOUNDATION(2000 PSI) 10 FENCE CORNER POST BRACE:1 5/8"DIAZ.EACH 22 CORNER POST:CONCRETE FOUNDATION(2000 PSI FENCE DETAILS CORNER EACH WAY 23 GATE POST"CONCRETE FOUNDATION(2000 PSI) 0 1 1/2"MAXIMUM CLEARANCE FROM GRADE SHEET NUMBER 0 STYMIE LOCK OR EQUIVALENT O CHAINLINK FENCE DETAILS SCALE:NOT TO SCALE 7 5 / . L \J TOWER INFO } . 50' 100' m U a CAPPED REBA' 0 CENTER OF TOWER N N (ILLEGIBLE) , 0 N:1300998.37 _ _ _ LATITUDE: 40°09'28.742" NORTH ao �� _ E:3161771.07 SCALE: 1" = 50' LONGITUDE: 104'55'17.624" WEST * N °P SUN— otr'� (NAD 83) GROUND ELEVATION: 4877' 89_35'09" E 198,86' ABOVE MEAN SEA LEVEL (NAVD88) N 89°35' 9" W 172,04' _ W i SITE ADDRESS: — .- PARENT z 0 0 10810 COUNTY ROAD 15 aka z 0 / TRACT A FRONTIER STREET w , / PARCEL ID: 131108000020 �i / �� c z D m DURANGO, COLORADO 80504 c, m o �4877 FARMER, GREG & SJERF1 �,� I tk��6 m m m E oU / / _ TRUMENT NO.:2-93817i� I I z A o L Z LU LINE BEARING DISTANCE w i m m L1 S 01°21'50" W 50,00' / 48 i J o z o- L2 N 88°38'10" W 50,00' Q GRAVEL/ / i� c a, L3 N 01°21'50" E 50,00' Z ° DRIVE — I 4'm c>a VICINITY MAP / / ) m m O L4 S 88°38 10" E 50,00 �'�'O L5 S 88°38'10" E 12,00' �D 26' GATE ry O 0/ DIRT & 4g78� i / \� -I,°1 O� L6 S 01°21'50""W 14,87' z GRASS �� DIRT & 4877-- L — J „ rn S?in L7 S 89°16 35 E 5,00 o PROJECT NO. PARCEL ID: 131108000021 i GRASS I L8 S 88°13'25" W 256,13' :5:10144 STEEN, MARY ELEANOR g' DIRT & nL9N 00°56'37" E 20,02' Z INSTRUMENT NO.: 4710430 /12 1A&�'i )� X GRASS �1.---' � `0L10N 88°13'25" E 256,13' II Y z e) T IL11 N 89°16'35" W 27,37' UCOUNNRD 24 �, }�= N o,N' / q I 4g7 �48> x v� N L12 S 89°16'35" E 7,15' SITE } o�N o �ti� j (:).,--- \,_.-- 9� & Cd I L13 S 01°21'S0" W 15,13' * mo�WM� \ W 3 TENDERFOOT AVER Z Y U O o POWER SOLE W/ 31 n �` /- I L14 N 88°38 10" W 12,00 3 0 0 R w A �Tdas<c0 = TRAlys3"FORMER 5 �'ti� 488U " r ' L15 N 0121'50" E 5000' a HOG WIRE ,) 4 STRAND L16 N 01°21'50" E 19,81' o / S ^ FENCE v I/ BARBED WIRE L17 N 88°38 10" W 72,00 NOT TO SCALE i > 1,, / 7/ \\\\\ POB (AS-SURVEYED) o/ I o L18 S 01°21'50" W 60,00' COLORADO NORTH DIRT & Agg1- 50' X 50' LEASE AREA �/ z/� L20 N 018°215 0""" E 20, 9' GRID NORTH Ill N i i GRASS,- \SHED\ 2,500.0 SQ. FT.+ ^Q GRID TO TRUE NORTH JNLn _Z , / / / \ \ 0.06 ACRES.± 8j CONVERGENCE } t^ / POB (AS-SURVEYED) 9 / `' O'22'25.40280" LU �P14 �O/ L / / \\\\\ INGRESS/EGRESS & x\ / ''' W J%m I TRUE NORTH TO MAGNETIC D _ _ UTILITY EASEMENT L17 \/ = 20,219.1 SQ. FT.+ DECLINATION ci o m 0.46 ACRES.± I L4- t �L' _ ROB (AS-SURVEYED)Jo 7 62 E W -1 • . \__, 5' ANTHEMNET EASEMENT COMBINED SCALE FACTOR LU 1 L7 6 x 1,1 1 9.9 SQ. FT.+ 0.999958150 0 0.03 ACRES.+ I- W 0 STORY ao �—� -J 12 LEGEND o Z N BUILDING \ �I - _ J Lii 11 Z L 25.00' ` 0 = 5/8" REBAR SET J W �' _ L2 _...4\ -' cu • = FOUND PROPERTY MARKER > Z 1 X '\( t 1\14A1J POB = POINT OF BEGINNING Z PARCEL ID: 131108000021 ��"" Q STEEN, MARY ELEANOR \ L19 POC = POINT OF COMMENCEMENT 488� POE POINT OF ENDING INSTRUMENT NO.: 4710430 \ N <_ 1 O P A ♦ = CALCULATED POINT NI ��<J ��7 0 (R) = REFERENCED INFORMATION 0 N. (M) = MEASURED o JF X = POWER POLE ci HF < I PARCEL ID: 131108000038 �1 L. = GUY ANCHOR - w > LO-� - I 3 PLANK WOOD FENCE TODD, JERRY L LIVING TRUST = LIGHT POLEci CC Z-( o g L_ �88 K asicToi IKAPKIT Nn . 4591706 2 v w 0 7 y ® = WATER METER L a ri zz w 0 _ ��cp GRAVEL n T❑ = TELEPHONE PEDESTAL ca0 co ct Et }t—c� i o DRIVE / PARENT TRACT OVERVIEW NOT TO SCALE ® = MAILBOX .` r E -H H 0 z Q ) �/_—z = TEMPORARY BENCHMARK a) @ 03 8 z z =c) ' L10 m PARCEL ID: 131 108000022 PARCEL ID: 131 108000045 5 8 REBAR SET c w Q m O—w p W J I� / " 0 I- p cn co \ O BAILEY, JESSE RODOLFO; MILLRACE RESOURCES LLC; ELEVATION 4877.30' Ln E ``� a D a' BAILEY, ALEXANDRIA RENEE FRONTIER VENTURES LLC ROWS RIGHT—OF—WAY I.IJ E L N a/ J _ Le T = INSTRUMENT NO.: 4927335 INSTRUMENT NO.: 4872466 - .-op-= OVERHEAD POWER 5 m'mN LI)y ./k882hi / Q DIRT & m PARCEL ID: 131 108000021 /////////////////////// 2 E 1 cp STEEN, MARY ELEANOR FLOOD NOTE GRASS By graphic plotting only, the subject i INSTRUMENT NO.: 4710430 3 ro �\ Ag65i O property appears to lie in Zone "X" a 1 / of the Flood Insurance Rate Map D N 1Au j N Community Panel No. 08123C1895F, a A- / Q which bears an effective date of a I 6�°/ 0 November 30, 2023 and IS NOT in a © I -- PARENT TRACT PARENT TRACT i // special flood hazard area. 81 I i PARCEL ID: 131108000020 r PARCEL ID: 131108000020 g POC (AS-SURVEYED) , FARMER, GREG & SHERI z FARMER, GREG & SHERI / Zone Area of Miniaml Flood 1/2" REBAR I \ ,- — INSTRUMENT NO.: 2938170 o INSTRUMENT NO.: 2938170 // N:1300715.35 i U •POC SITE --;;:j�' E:3161077.97 PARCEL ID: 131 108000038 CO NORTH FIRESTONE-A i o PARCEL ID: 131108000038 TODD, JERRY L LIVING TRUST 25-000215 INSTRUMENT NO.: 4591706 TODD, JERRY L LIVING TRUST NW 1/4,SEC.8,T-2-N, R-67-W 6th PM INSTRUMENT NO.: 4591706 WELD COUNTY,COLORADO E )- fn 2 m U d PARENT TRACT (FROM TITLE) - The real property, together with improvements, if any, situate, lying and being in the Countyof Weld and State of Colorado, described as follows: ,0 Ln That part of the NWT/4 of Section 8, Township 2 North, Range 67 West of the 6th P.M., County of Weld, State of Colorado, described as follows: PLOTTABLE EXCEPTIONS a N Beginning at the Northwest corner of said Section 8; Thence South along the West line of said Section 755 feet to the True Point of Beginning; Westcor Land Title Insurance Company o Thence East 719.75 feet; Thence South 300 feet; Thence West 719.75 feet; Thence North along the West line of said Section 8, a distance of 300 Commitment for Title Insurance Commitment No. ANT-204266-C feet to the Point of Beginning. Date January 30, 2025 Except that part of the NW1/4 of Section 8, Township 2 North, Range 67 West of the 6th P.M., described as follows: Schedule B, Part II Beginning at the Northwest corner of said Section 8; Thence South along the West line of said Section 8 a distance of 755 feet to the True Point of Beginning; Thence East 360 feet; Thence South 120 Exception No. Instrument Comment Z ni feet; Thence West 360 feet• Thence North along the West line of said Section 8, a distance of 120 feet to the True Point of Beginning. m Parcel No. 131108000020 (Account: R5375186) 1-9 Standard exceptions. Contain no survey matters. t N This being the same property conveyed to Greg Farmer and Sheri Farmer, not in tenancy in common, but in joint tenancy from Gregory Farmer and Z m Sheri Lyn Farmer in deed dated March 25, 2002 and recorded April 1, 2002 as Instrument No. 2938170. LT) o o E U Q 50'X 50'LEASE AREA (AS-SURVEYED) c Z w Being a portion of that certain tract of land described and recorded in Instrument No. 2938170 in the Office of the County Clerk & Recorded, Weld ., 2 County, Colorado, lying in the Northwest Quarter of Section 8, Township 2 North, Range 67 West of the 6th PM, and being more particularly described U as follows: Commencing at a 1/2" rebar found on the southwest corner of said certain tract of land, on the East right-of-way line of County Road 15, having Colorado North State Plane coordinates: N:1300715.35, E:3161077.97; thence N 67'47'14"E a distance of 748.65 feet to a capped rebar found (illegible) on the northeast corner of said certain tract of land, having Colorado North State Plane coordinates: N:1300998.37, E:3161771.07; thence S 12'55'06"W a distance of 208.35 feet to a 5/8"rebar set, and the Point of Beginnin9; thence S 01'21'50"W a distance of 50.00 feet to a 5/8"rebar ci , ,,, set; thence N 88'38'10"W a distance of 50.00 feet to a 5/8"rebar set; thence N 01 21'50"E a distance of 50.00 feet to a 5/8"rebar set; thence S Z 88'38'10"E a distance of 50.00 feet to the Point of Beginning. Said above described Lease Area contains 2,500.0 square feet or 0.06 acres, more or PROJECT NO. less. 25-10144 INGRESS/EGRESS & UTILITY EASEMENT (AS-SURVEYED) Y Being a portion of that certain tract of land described and recorded in Instrument No. 2938170 in the Office of the County Clerk & Recorded, Weld Y s,0 County, Colorado, lying in the Northwest Quarter of Section 8, Township 2 North, Range 67 West of the 6th PM, and being more particularly described o .. ram N as follows: m m N a o Commencing at a 1/2" rebar found on the southwest corner of said certain tract of land, on the East right-of-way line of County Road 15, having m o cc W M z N Colorado North State Plane coordinates: N:1300715.35, E:3161077.97; thence N 67'47'14" E a distance of 748.65 feet to a capped rebar found Z W"'o , (illegible) on the northeast corner of said certain tract of land, having Colorado North State Plane coordinates: N:1300998.37, E:3161771.07; thence S 3=W a Ce a c¢i 1-2-112'55'06" W a distance of 208.35 feet to a 5/8" rebar set, and the Point of Beginning; thence S 88'38'10" E a distance of 12.00 feet to a point; o o a o w in thence S 01'21'50" W a distance of 14.87 feet to a point; thence S 89'16'35" E a distance of 12.15 feet to a point; thence N 00'43'55" E a distance of 198.54 feet to a point; thence N 89'35'09" W a distance of 172.04 feet to a point; thence S 53'17'19" W a distance of 294.69 feet to a point; thence S 88'13'25" W a distance of 256.13 feet, more or less, to a point on the said easterly right-of-way line of County Road 15; thence N 00'56'37" E, along said right-of-way line, a distance of 20.02 feet to a point; thence N 88'13'25" E, leaving said right-of-way line, a distance of 256.13 feet t a point; thence N 53'17'19" E a distance of 295.12 feet to a point; thence S 89°35'09" E a distance of 198.86 feet to a capped c N rebar (illegible); thence S 00'43'55" W a distance of 238.65 feet to a point; thence N 89'16'35" W a distance of 27.37 feet to a point; thence S t13 ,N 01'21'50" W a distance of 15.13 feet to a point; thence N 88'38'10" W a distance of 12.00 feet to a point; thence N 0121'50" E a distance of vim^ 50.00 feet to the Point of Beginning. Said above-described Easement contains 20,219.1 square feet or 0.46 acres, more or less. W j}, 5'ANTHEMNET EASEMENT (AS-SURVEYED) > Jan; Being a portion of that certain tract of land described and recorded in Instrument No. 2938170 in the Office of the County Clerk & Recorded, Weld D cn o County, Colorado, lying in the Northwest Quarter of Section 8, Township 2 North, Range 67 West of the 6th PM, and being more particularly described CO as follows: Ct Commencing at a 1/2" rebar found on the southwest corner of said certain tract of land, on the East right-of-way line of County Road 15, having W Colorado North State Plane coordinates: N:1300715.35, E:3161077.97; thence N 67'47'14" E a distance of 748.65 feet to a capped rebar found (illegible) on the northeast corner of said certain tract of land, having Colorado North State Plane coordinates: N:1300998.37, E:3161771.07; thence S 0 12'55'06" W a distance of 208.35 feet to a 5/8" rebar set; thence S 88'38'10" E a distance of 12.00 feet to a point; thence S 01'21'50" W a I- L1.I distance of 14.87 feet to a point; thence S 89'16'35" E a distance of 5.00 feet to the Point of Beginning of an Easement being 5 feet wide and p Z lying 5 feet left of and paralll to the following described line; thence N 01'21'50" E a distance of 19.81 feet to a point; N 88'38'10" W a distance Z g of 72.00 feet to a point; thence S 01'21'50" W a distance of 60.00 feet to a point; thence S 88'38'10" E a distance of 72.00 feet to a point; Q Li.I thence N 01'21'50" E a distance of 20.19 feet to the Point of Ending. Said above described Easement contains 1,119.9 square feet or 0.03 acres, J = more or less. I- O Z SURVEYOR'S NOTES Q 1. This is a Rowland Tower Survey, made on the ground under the supervision of a Colorado Registered Land Surveyor. Date of field survey is March 13, �1 2025. 2. The following surveying instruments were used at time of field visit: Topcon GM-55 and Topcon Hiper SR G.P.S. receiver, (R.T.K. network capable). 3. Bearings are based on Colorado North State Plane Coordinates NAD 83 by GPS observation. 4. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise o shown. Trees and shrubs not located, unless otherwise shown. cj 5. Benchmark used is a GPS Continuously Operating Reference Station, PID DF9219. Onsite benchmark is as shown hereon. Elevations shown are in feet C and refer to NAVD 88. pi 6. This survey was conducted for the purpose of a Rowland Tower Survey only, and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency, board, commission or other similar entity. 2 4 7. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into C�>CD LO consideration when obtaining scaled data. p)p`c, 8. This Survey was conducted in reference to a Commitment for Title Insurance preparded by Westcor Land Title Insurance Companny, Commmitment File E No. ANT-204266-C, dated January 30, 2025. N 8 ,a E 9. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed centerline of the tower are accurate to within +/- 20 feet c U `-°co°�, horizontally and to within +/- 3 feet vertically (FM Accuracy Code 1A). 'p, E N c' 10. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Class "A" Survey. ici CO E N$ 11. Field data upon which this map or plat is based has a closure precision of not less than one-foot in 15,000 feet (1':15,000') and an angular error W °c'oythat does not exceed 10 seconds times the square root of the number of angles turned. Field traverse was not adjusted. > -N 12. This survey is not valid without the original signature and the original seal of a state licensed surveyor. 2 "r m a 3 13. This survey does not constitute a boundary survey of the Parent Tract. Any parent tract property lines shown hereon are from supplied information and may not be field verified. d 12 SURVEYOR'S CERTIFICATION Eii: :J a O I certify that all parts of this survey and drawing have been completed in accordance with the current requirements of the Standards of Practice for Surveying in the State of Colorado to the best of my knowledge, information, and belief. i/ .-- : f3 CO NORTH FIRESTONE-A 1 PRELIMINARY UNTIL FINALIZED WITH SIGNATURE AND SEAL 25-000215 _ Timothy Leigh Fish NW 1/4,SEC.8,T-2-N, R-67-W 6th PM 0 CO License # 38524 WELD COUNTY,COLORADO E PARCEL ID: 131108000022 CAPPED REBAR TOWER INFO } N m 0 BAILEY, JESSE RODOLFO; (ILLEGIBLE) 0 50' 1 0 0' CENTER OF TOWER BAILEY, ALEXANDRIA RENEE N:1300998.37 INSTRUMENT NO.: 4927335 p p_ E:3161771.07 LATITUDE: 40'09'28.742" NORTH a a- p x—p x —OP-- SCALE: 1" = 50' LONGITUDE: 104'55'17.624" WEST * / (NAD 83) PARENT TRACT / GROUND ELEVATION: 4877' PARCEL ID: 131108000020 DIRT & / / / x ABOVE MEAN SEA LEVEL (NAVD88) FARMER, GREG & SHERI v8 GRASS // \,1// INSTRUMENT NO.: 2938170 �6N / ' SITE ADDRESS: g8j / $�� 10810 COUNTY ROAD 15 aka / FRONTIER STREET w POB (AS-SURVEYED) / _ // L18 / — DURANGO, COLORADO 80504 z 0 / 5' ANTHEMNET EASEMENT o,'� • / POB (AS-SURVEYED) v it' �Sj 1,120.0 SQ. FT.t8 L5 � 50' X 50' LEASE AREA Z 0.03 AC.± >> / 2,500.0 SQ. FT.t % GRAVEL \ S 88°45'17' E 148,70' / \ 25.0' 0.06 AC.± / J I^ U / �N 88°45'17' W 141,84' / / VICINITY MAP / L14 DIRT & /L o gig8 CENTER 26' GATE C\Ir Z PARCEL ID: 131108000021 • GRASS 7 / /�� g8j� DIRASS_ J N. .� L3 g v, TOWER DIRT & r�OF o PROJECT NO. STEEN, MARY ELEANOR 65' / J INSTRUMENT NO.: 4710430 �ti�b ��'/ L16 GRASS G� Z 25-10144 r p 1 1 1A/ POB AS SURVEYED 4 STRAND aIII couNTv RD 2a Y N o ti� 6� / 48�9 (AS—SURVEYED) g8� BARBED WIRE Z m—n o .. }�= N 1 INGRESS/EGRESS 8 cn POWER POLE W/ /1� + / // & UTILITY EASEMENT \ A Ao n *SITE }'m o� o m L 0 W M TRANSFORMER e �'� // 12,531.6 SQ. FT.± r�, K- TENDERFOOT AVER W"0 o id L �3, /i 4880� 0.29 AC.± HOG WIRE ri' m m M- I =W a a c _ S// LINE BEARING DISTANCE FENCE H<m o o a o n n D / / "" Ll S 54°48'21' W 86.48' z m u)w - / \\\\\ L2 S 01°12'29' W 50.00' O z o NOT TO SCALE _ // DIRT & \ \ L3 N 88°47'31' W 50.00' m n o COLORADO NORTH r / / / GRASS SHED\ L4 N 01 12'29' E 50.00' Op m o a� u � L10 / / O/ g'` \ \ LS S 88°47'31" E 50.00' v N 0 GRID NORTH c N q>C 'b L6 N 88°47'31' W 12.00' 4,n r oo GRID TO TRUE NORTH JNn / Ik / R \\\\ • ' „ rn n m CONVERGENCE vN L7 N 01°12 29 E 15.00 O } t o/ / L8 S 88°13'25' W 263.37'± rr °' °i o'22'25.49280" LL1 ;°1 �� — L9 N 00°56'37' E 20,02' v� J 5a LD I L10 N 88°13'25' E 256.13' TRUE NORTH TO MAGNETIC D ` m L11 N 01°12'29" E 15.00' DECLINATION �' o CO CO L12 S 88°47'31' E 12.00' 7'62' E Ct p 00 1 L13 S 01°12'29" W 50.00' COMBINED SCALE FACTOR LU STORY L14 N 88 45'17 W 5.00' 0.999958150 j om L15 S 01°12 29 W 20.01 0 F— N BUILDING L16 S 88°47'31' E 72.00' C L17 N 01°12'29" E 60.00' LEGEND 0 Z L18 N 88°47'31' W 72.00' z m L19 S 01°12'29" W 19.99' O = 5/8" REBAR SET J w • = FOUND PROPERTY MARKER > POB = POINT OF BEGINNING g Z I PARCEL ID: 131108000021 POC = POINT OF COMMENCEMENT Q STEEN, MARY ELEANOR POE = POINT OF ENDING o INSTRUMENT NO.: 4710430 ♦ = CALCULATED POINT <J (R) = REFERENCED INFORMATION I 2 (M) = MEASURED o Q � = POWER POLE Hy = GUY ANCHOR co > N w�I I 3 PLANK WOOD FENCE = LIGHT POLESi Et z O¢ o w p D E = WATER METER N ii z w O C CL= 3' ( GRAVEL o,0 T❑ = TELEPHONE PEDESTAL Du o CO 0 Oh- }F(� �'o kcP 1 DRIVE �ti PARENT TRACT OVERVIEW NOT TO SCALE E = MAILBOX .` r E 0 z Q 4879` L10 __ �/�Z = TEMPORARY BENCHMARK U m CO E z z o=c) m PARCEL ID: 131108000022 PARCEL ID: 131108000045 5 8 REBAR SET ' w Q • m o I N o BAILEY, JESSE RODOLFO; MILLRACE RESOURCES LLC; r7 O Q m \ ELEVATION 4877.30' E BAILEY, ALEXANDRIA RENEE FRONTIER VENTURES LLC W S t N 3 0_ J --- ROWS RIGHT-OF-WAY w E — ' INSTRUMENT NO.: 4927335 INSTRUMENT NO.: 4872466 °c'o y 82 �� L8 / _ • -op-= OVERHEAD POWER m -N /A$ n P / / m PARCEL ID: 131108000021 2 E 1 /t51 co DIRT & / =m a STEEN, MARY ELEANOR SITE FLOOD NOTE CO CO O GRASS // f INSTRUMENT NO.: 4710430 \ y By graphic plotting only, the subject d �cP� I \ 65j / O ''' \\\\\\\\\\�\\�\I property appears to lie in Zone "X" a 1 Ai'' -n 'n ' of the Flood Insurance Rate Map E iv �'$ Community Panel No. 08123C1895F, Al'' // Q which bears an effective date of 6�°/ O ''� PARENT TRACT November 30, 2023 and IS NOT in a © j / PARENT TRACT \\\\\\\\\\\\\\\\\\\\ PARCEL ID: 131108000020 special flood hazard area. ci; ----• PARCEL ID: 131108000020 >- FARMER, GREG & SHERI POC (AS-SURVEYED) I // FARMER, GREG & SHERI I-z INSTRUMENT NO.: 2938170 Zone 'X': Area of Miniaml Flood 1/2" REBAR / / INSTRUMENT NO.: 2938170 0 POC Hazard. N:1300715.35 / O •/ Q E:3161077.97 / - 3 TODD PARCEL JERRY 1L 1LIVINOGOOTRUST CO NORTH FIRESTONE-A 1 oo PARCEL ID: 131108000038 INSTRUMENT NO.: 4591706 25-000215 c� TODD, JERRY L LIVING TRUST NW 1/4,SEC.8,T-2-N, R-67-W 6th PM INSTRUMENT NO.: 4591706 WELD COUNTY,COLORADO w o PARENT TRACT (FROM TITLE) La The realproperty, to ether with improvements, if any, situate, lying and beingin the Countyof Weld and State of Colorado, described as follows: Thatpart of PLOTTABLE EXCEPTIONS 9 PY 9 a the NW1/4 of Section 8, Township 2 North, Range 67 West of the 6th P.M., County of Weld, State of Colorado, described as follows:Beginning at the Westcor Land Title Insurance Company o Northwest corner of said Section 8; Thence South along the West line of said Section 755 feet to the True Point of Beginning; Thence East 719.75 feet; Commitment for Title Insurance Commitment No. ANT-204266-C Thence South 300 feet;Thence West 719.75 feet; Thence North along the West line of said Section 8, a distance of 300 feet to the Point of Beginning. Date January 30, 2025 Except that part of the NW1/4 of Section 8, Township 2 North, Range 67 West of the 6th P.M., described as follows:Beginning at the Northwest corner of Schedule B, Part II said Section 8; Thence South along the West line of said Section 8 a distance of 755 feet to the True Point of Beginning; Thence East 360 feet; Thence South 120 feet; Thence West 360 feet; Thence North along the West line of said Section 8, a distance of 120 feet to the True Point of Beginning. Exception No. Instrument Comment Parcel No. 131108000020 (Account: R5375186) This being the same property conveyed to Greg Farmer and Sheri Farmer, not in tenancy in common, but in joint tenancy from Gregory Farmer and Sheri 1-9 Standard exceptions. Contain no survey matters. z Lyn Farmer in deed dated March 25, 2002 and recorded April 1, 2002 as Instrument No. 2938170. z w o m 50'X 50'LEASE AREA (AS-SURVEYED) E 8 et z Being a portion of that certain tract of land described and recorded in Instrument No. 2938170 in the Office of the County Clerk & Recorded, Weld County, Colorado, lying in the Northwest Quarter of Section 8, Township 2 North, Range 67 West of the 6th PM, and being more particularly described as follows: Commencing at a 1/2" rebar found on the southwest corner of said certain tract of land, on the East right-of-way line of County Road 15, having Colorado North State Plane coordinates: N:1300715.35, E:3161077.97; thence N 67'47'14"E a distance of 748.65 feet to a capped rebar found (illegible) on the northeast corner of said certain tract of land, having Colorado North State Plane coordinates: N:1300998.37, E:3161771.07; thence S 54'48'21"W a distance of 86.48 feet to a 5/8"rebar set and the Point of Beginning; thence S 01'12'29"W a distance of 50.00 feet to a 5/8"rebar set; thence N 88'47'31"W a distance of 50.00 feet to a 5/8"rebar set; thence N 01'12'29"E W a distance of 50.00 feet to a 5/8"rebar set; thence S 88'47'31"E W a distance of ci 50.00 feet to the Point of Beginning. Said above-described Lease Area contains 2,500.0 square feet or 0.06 acres, more or less. Z PROJECT NO. INGRESS/EGRESS & UTILITY EASEMENT (AS-SURVEYED) 25-10144 Being a portion of that certain tract of land described and recorded in Instrument No. 2938170 in the Office of the County Clerk & Recorded, Weld County, o Colorado, lying in the Northwest Quarter of Section 8, Township 2 North, Range 67 West of the 6th PM, and being more particularly described as follows: Y m N Commencing at a 1/2" rebar found on the southwest corner of said certain tract of land, on the East right-of-way line of County Road 15, having Colorado o .. >- a North State Plane coordinates: N:1300715.35, E:3161077.97; thence N 67'47'14"E a distance of 748.65 feet to a capped rebar found (illegible) on the m m N a o northeast corner of said certain tract of land, havingColorado North State Plane coordinates: N:1300998.37, E:3161771.07; thence S 54'48'21"W a distance m o ce w n z a of 86.48 feet to a 5/8"rebar set; thence S 01'12' 9"W a distance of 50.00 feet to a 5/8"rebar set; thence N 88'47'31"W a distance of 50.00 feet to a Z Y 0 0 w 5/8"rebar set and the Point of Beginning; thence N 88'47'31"W a distance of 12.00 feet to a point; thence N 01'12'29"E a distance of 15.00 feet to a 8 9 '-' t `' H =W d Q 2 point; thence N 88'45'17"W a distance of 141.84 feet to a point; thence S 53'17'19"W a distance of 191.27 feet to a point; thence S 88'13'25"W a 0 0 b_<0 Cl) V) distance of 263.37 feet, more or less, to a point on the East right-of-way line of said County Road 15; thence N 00'56'37"E a distance of 20.02 feet to a point on said right-of-way line; thence leaving said right-of-way line N 88'13'25"E a distance of 256.13 feet to a point; thence N 53'17'19"E a distance of 191.85 feet to a point; thence S 88'45'17" E a distance of 148.70 feet to a point; thence N 01'12'29"E a distance of 15.00 feet to a point; thence S 88'47'31"E a distance of 12.00 feet to a 5/8"rebar set; thence S 01'12'29"W a distance of 50.00 feet to the Point of Beginning. Said above-described Easement contains 12,531.6 square feet or 0.29 acres, more or less. c N f6 N 5'ANTHEMNET EASEMENT (AS-SURVEYED) } t^r, Being a portion of that certain tract of land described and recorded in Instrument No. 2938170 in the Office of the County Clerk & Recorded, Weld County, > -I5 Colorado, lying in the Northwest Quarter of Section 8, Township 2 North, Range 67 West of the 6th PM, and being more particularly described as follows: LY Z�m Commencing at a 1/2" rebar found on the southwest corner of said certain tract of land, on the East right-of-way line of County Road 15, having Colorado D cn m North State Plane coordinates: N:1300715.35, E:3161077.97; thence N 67'47'14"E a distance of 748.65 feet to a capped rebar found (illegible) on the Cl) "' o northeast corner of said certain tract of land, having Colorado North State Plane coordinates: N:1300998.37, E:3161771.07; thence S 54'48'21"W a distance Ct of 86.48 feet to a 5/8"rebar set; thence S 01'12'29"W a distance of 50.00 feet to a 5/8"rebar set; thence N 88'47'31"W a distance of 50.00 feet to a W 5/8"rebar set; thence N 88'47'31"W a distance of 12.00 feet to a point; thence N 01'12'29"E a distance of 15.00 feet to a point; thence N 88'45'17"W a distance of 5.00 feet to the Point of Beginning of an Easement being 5 feet wide lying 5 feet left of and parallel to the following described line; thence S Q I- 01'12'29"W a distance of 20.01 feet to a point; thence S 88'47'31"E a distance of 72.00 feet to a point; thence N 01'12'29"E a distance of 60.00 feet to I- Lii a point; thence N 88'47'31"W a distance of 72.00 feet to a point; thence S 01'12'29"W a distance of 19.99 feet to the Point of Ending. Said p Z above-described easement contains 1,120.0 square feet or 0.03 acres, more or less. Z M Q La J = SURVEYOR'S NOTES Q ~ f Z Q 1. This is a Rowland Tower Survey, made on the ground under the supervision of a Colorado Registered Land Surveyor. Date of field survey is March 13, 2025. #1J 2. The following surveying instruments were used at time of field visit: Topcon GM-55 and Topcon Hiper SR G.P.S. receiver, (R.T.K. network capable). 3. Bearings are based on Colorado North State Plane Coordinates NAD 83 by GPS observation. 4. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise ee shown. Trees and shrubs not located, unless otherwise shown. o 5. Benchmark used is a GPS Continuously Operating Reference Station, PID DF9219. Onsite benchmark is as shown hereon. Elevations shown are in feet a and refer to NAVD 88. 6. This survey was conducted for the purpose of a Rowland Tower Survey only, and is not intended to delineate the regulatory jurisdiction of any federal, Q state, regional or local agency, board, commission or other similar entity. z 7. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into 2 v consideration when obtaining scaled data. (D 8. This Survey was conducted in reference to a Commitment for Title Insurance preparded by Westcor Land Title Insurance Companny, Commmitment File 0)O m No. ANT-204266-C, dated January 30, 2025. E iu E 9. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed centerline of the tower are accurate to within +/- 20 feet N C'.Lo E horizontally and to within +/- 3 feet vertically (FM Accuracy Code 1A). c U Q a 10. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Class "A" Survey. 0) aci 11. Field data upon which this map or plat is based has a closure precision of not less than one-foot in 15,000 feet (1':15,000') and an angular error LU c 2 c�3 that does not exceed 10 seconds times the square root of the number of angles turned. Field traverse was not adjusted. ,a6 E 12. This survey is not valid without the original signature and the original seal of a state licensed surveyor. 00.S'N 13. This survey does not constitute a boundary survey of the Parent Tract. Any parent tract property lines shown hereon are from supplied information 2 Coma 3 and may not be field verified. ®g SURVEYOR'S CERTIFICATION o a O I certify that all parts of this survey and drawing have been completed in accordance with the current requirements of the Cf Standards of Practice for Surveying in the State of Colorado to the best of my knowledge, information, and belief. 0 CO NORTH FIRESTONE-A 1 PRELIMINARY UNTIL FINALIZED WITH SIGNATURE AND SEAL 25-000215 _ Timothy Leigh Fish NW 1/4,SEC.8,T-2-N, R-67-W 6th PM © CO License # 38524 WELD COUNTY,COLORADO / Sf REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY �� B 04/16/25 CLIENT COMMENTS C 04/29/25 CLIENT COMMENTS — 111111111 25-10144 "�`� Case:ilk.,- v PROJECT NO.: 1 DRAWN BY: KMM ^ 1 .. . , �! PROJECT MANAGER: K.MCVAUGH I I" a M - ! e ` CHECKED BY: K.MCVAUGH ' - ` • • • , + -,..M, F �!' 7 u THIS DRAWING IS COPYRIGHTED AND IS THE `-- y i''' a - - - ' ► SOLE PROPERTY OF THE OWNER,IT IS PRODUCED SOLELY FOR USE BY THE OWNER +� • `4•\ + • • 1' I _ AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION + ` , .P ,• •• ` ' 1 • • i, ,i I CONTAINED IN IS FORBIDDEN WITHOUT THE i1 ; "�.�'11�11_ •- ., s• �� WRITTEN NEDI ITIS PERMISSION OF THE OWNER. sq. h''_„T.1 �s 1... `+, 4 _ss sfa,irtd f 1 s,a •■a •wi 'sal . . - �� . .'▪ .e t+; + r ,i,,it f • .• `:. ! llY,7s fir• ss1�, j! ENGINEERING GROUP, INC. �- P t‘i _a TOGETHER PLANNING A BETTER TOMORROW • r'� p I ]4y { - 158 BUSINESS CENTER DRIVE f ETI_-In I.,1 Si�'N • i BIRMINGHAM,AL 35244 1R 1l , � qr.- F _,,1., . - _ t TEL 205-252-6985 wwwsmweng.com -- nAA��►► _r(., ,war flFF n -,hr 1FFf13f1,A� f'1 C1 n r rl��. 1` �� .. '7 :r-. - a1\F.f r+ I. .-. .-r'e_v— -- - -'I�L 1 jtDr 1 r, - , ~ a �yYl #--4 -r111E- PROPOSED 70'MONOPOLE + ill "' � �; � PROPOSED RAD CENTER 65' ibli nit„� • :1+ w �, /'t i. l L _- I-' Nili LATITUDE:40.157984 N OM •t:i > c Setos� �L tIt LONGITUDE:-104.921562W ANTHEMNET ItI f - -GROUND ELEVATION:4877' L, 1 1—��'�IS0* r>U4t , �s pRorp $ '' PROPOSED 50'X50' •• Yl 11 f e;r ANTHEMNET PREMISES• 5944 LUTHER LANE,SUITE 725 DALLAS, �l11ii>f pi; ��11a* �� 4 - ■11� ,f M y f s e f•� c (APPROX 2,500 S.Q.FT) TX 7szzs use. I`IRE STONE • �i -! / ::. ..Y sear tea a • � MI ; W sa :z :M w• si r w# r+ - •-• as op. _• a: Y .r r• P wi - , r . rr ..r .w art Yf . ; 1 . 11'IP41/4 ' '•• dsl li'i' 1J,uPi • iCa !t'FUDs : ,'.17-•e0•02 \\Pp''( \ -f ®r•VYFr..I r-I r.- ..,.� Q 0,G Cg -TP z .. - • , \O� le"'' .....' ' . . .... ', ,"• k ...1... ....• .... .-11 10 IIW • �JI��y�� u� NORTH FIRESTONE / �' ; .. r.. , .� Y , i ' . �fN�g -, VISTOSA RANCH — !►' l'lip lam --- r- • ' 10810 COUNTY ROAD 15 • LONGMONT,CO 80504 �� 1i y (WELD COUNTY) - •l SHEET NAME OPROPERTY ZONING PROPERTY ZONING 1200' 600' 0 1200' SHEET NUMBER" SCALE: 1"=600'(22X34) Z 2. 1 1"=1200'(11X17) REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY ANTHEMNET SITE NAME: B 04/16/25 CLIENT COMMENTS A C 04/29/25 CLIENT COMMENTS ANTHEM NORTH FIRESTONE / VISTOSA RANCH LA N ANTHEMNET SITE NUMBER: PROJECT NO 25-10144 5944 LUTHER LANE,SUITE 725 I DALLAS,TX 75225 25-000215 DRAWN BY KMM PROJECT MANAGER K MCVAUGH CHECKED BY: K.MCVAUGH ' SITE ADDRESS THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER,IT IS 10810 COUNTY ROAD 15 PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF LONGMONT, CO 80504 THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED 70' MONOPOLE TOWER AND COMMUNICATION FACILITY "IA,1 !J ENGINEERING GROUP, INC. PROJECT DESCRIPTION PROJECT SUMMARY TOWER OWNER GENERAL NOTES INDEX OF DRAWINGS TOGETHER PLANNING A BETTER TOMORROW APPLICANT 158 BUSINESS CENTER DRIVE SITE NAME: NORTH FIRESTONE/VISTOSA RANCH BIRMINGHAM,AL 35244 THIS PROJECT IS AN UNMANNED WIRELESS 1. THIS WIRELESS COMMUNICATIONS FACILITY WILL MEET THE TEL 205-252-6985 www.smweng.com COMMUNICATIONS FACILITY,IT WILL CONSIST OF THE SITE ADDRESS: 10810 COUNTY ROAD 15 ANTHEMNET,INC. HEALTH AND SAFETY STANDARDS FOR ELECTROMAGNETIC SHEET NO: DESCRIPTION: REV: FOLLOWING: CITY/STATE/ZIP LONGMONT,CO 80504 5151 HEADQUARTERS FIELD EMISSIONS AS ESTABLISHED BY THE FEDERAL APN/PARCEL ID: 131108000020 DR SUITE 170 COMMUNICATIONS COMMISSION(FCC)OR ANY SUCCESSOR ANTHEMNET: COUNTY: WELD COUNTY PLANO,TX 75024 THEREOF,AND ANY OTHER FEDERAL OR STATE AGENCY. T-1 TITLE SHEET C JURISDICTION: WELD COUNTY 2. THIS WIRELESS COMMUNICATIONS FACILITY WILL MEET THE (1)NEW 70'MONOPOLE TOWER-COLOR:GALVANIZED PROPERTY ACREAGE: 3.7 CONTACT:BILL PARRISH SURVEY LEASE AREA: 2,500 SQUARE FEET PHONE:(469)447-9540 REGULATIONS OF THE FCC REGARDING PHYSICAL AND (1)NEW 2,500 SQUARE FEET LEASE AREA WITH 6'CHAINLINK FENCE CONSTRUCTION ANTHEMNET.COM ELECTROMAGNETIC INTERFERENCE. Z-1 AERIAL PLAN C ZONING: AGRICULTURAL CONSTRUCTION@ANTHEMNET.COM MULTI-METER UTILITY RACK 3. LIGHTING OR SIGNS WILL BE PROVIDED ONLY AS REQUIRED BY COLLOCATION FOR FOUR(4)WIRELESS PROVIDERS FEDERAL OR STATE AGENCIES. Z-2 PROPOSED OVERALL SITE PLAN C L, A NTH E M N ET UNIMPROVED ACCESS ROAD WITH PARKING AREA VICINITY MAP PROPERTY OWNER 4. DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT WILL COMPLY WILL ALL APPLICABLE CODES AND ORDINANCES. Z-2.1 PROPERTY ZONING C 1 5. THE FACILITY IS UNMANNED.?- LANDLORD: GREGORY AND SHERI FARMER Z-3 PROPOSED SITE PLAN C 5944 LUTHER LANE,SUITE 725 DALLAS, n 6. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A TX 75225 ADDRESS: 10810 COUNTY ROAD 04 MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. Z-4 TOWER ELEVATION C CITY,STATE,ZIP: LONGMONT,CO 80504 7 THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND PHONE NUMBER: 720-354-7453 DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. Z-5 FENCE DETAILS C 8. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL IS - 1SITE LOCATION 1►� \II 6 REQUIRED HANDICAP ACCESS IS NOT REQUIRED. CARRIER CONTACT CODE COMPLIANCE i — NAME TBD ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ADDRESS ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING ANTHEMNET SCOPE OF WORK _. ADDRESS CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. LOCATION MAP CONSTRUCTION MANAGER NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.PHONE NEW SITE TO BE DEVELOPED BY ANTHEMNET,ALL ITEMS TO BE 2018 INTERNATIONAL BUILDING CODE C\ PROVIDED AND INSTALLED BY ANTHEMNET UNLESS SPECIFICALLY \O NOTED OTHERWISE,INCLUDING BUT NOT LIMITED TO:TOWER (j ,, �� - - ;.-al „ 2018 INTERNATIONAL EXISTING BUILDING CODE PQ` Cif I . 2018 INTERNATIONAL RESIDENTIAL CODE _p\� �� FENCE,UTILITIES,FOUNDATIONS,TOWER SECTOR MOUNTS,ROAD, ' - '1'r DESIGN FIRM 2018 INTERNATIONAL MECHANICAL CODE �\\\v`.Cj„ ALL UNDERGROUND POWER AND FIBER CONDUITS WITH PULL ..t;l , STRINGS,GROUNDING RINGS,AND FIBER HAND HOLES. --rL "� i. I �d'• SMW ENGINEERING GROUP,INC. 2018 INTERNATIONAL ENERGY CONSERVATION CODE QFL GO 2023 NATIONAL ELECTRICAL CODE SITE LOCATION 41, 158 BUSINESS CENTER DR. 1997 UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS " 0 � AV BIRMINGHAM,AL.35242 BUILDINGS \40 y JEREMY SHARIT 2018 INTERNATIONAL ENERGY CONSERVATION CODE CARRIER SCOPE OF WORK ,,,,.4.,,' ,, , 1` jsharit@smweng.com .i i ;.. ,,. PROJECT MANAGER: t. h 'I _ a KEVIN MCVAUGH (602)741-4473 DRIVING DIRECTIONS UTILITY CONTACTS 811 INFORMATION e TRAVELING FROM DENVER,CO: POWER COMPANY UNITED POWER NORTH FIRESTONE / TAKE 1-25 NORTH TO CO-119(EXIT 240)AND TURN RIGHT(EAST). PHONE 303-637-1300 VISTOSA RANCH UTILITY SCOPE OF WORK FOLLOW FIRESTONE BLVD FOR 3.1 MILES AND TURN RIGHT ON FRONTIER ST(CO RD 15)AN THE PROPERTY WILL BE ON YOUR TELCO COMPANY TBD UNITED POWER TO INSTALL TRANSFORMER LEFT IN ABOUT.2 MILES PHONE TBD Know what's below. 10810 COUNTY ROAD 15 POLE AND RUN POWER VIA TRENCH FROM FIBER COMPANY TBD o Call before you dig. • LONGMONT,CO 80504 TRANSFORMER TO METER BANK, PHONE: TBD ( ) APPROVALS FIBER — SHEET NAME MEET-ME LOCATION- TBD PROPERTY OWNER APWA Color Codes for Marking Underground Utilities TITLE SHEET CONSTRUCTION NEW SITE LOCATION OIL LIGHTING r COMMUNICA110N G.45.PEfROLEAM. M^""" " SITE ACQUISITION G � 111 LATITUDE:40.157984(NAD83) - SHEET NUMBER LONGITUDE:-104.921562(NAD83) ZONING POTABLE WATER RECLAIMED WATER, s TE TEMPORARYMIRVEr EXCAVATIONPPROPOSED ELEVATION:4877'AMSL(NAVD88) . T 1 CONTRACTOR REV DATE DESCRIPTION SUBJECT PROPERTY IS LOCATED IN PANEL IMPORTANT SITE NOTES: ZONING INFORMATION A 04/16/25 FOR ZONING ONLY #08123C1895F,DATED 11/30/2023 AND IS IN B 04/16/25 CLIENT COMMENTS THE BASE FLOOD ZONE"X"AND IS NOT IN A 1. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE PRE-CON JURISDICTION:WELD COUNTY SPECIAL FLOOD HAZARD AREA. PACKAGE AND A PRE-CON WALK WITH THE PROJECT MANAGER, ZONING:AGRICULTURAL C 04/29/25 CLIENT COMMENTS TOWER SETBACKS TO PROPERTY LINES 2. CONTRACTOR TO HIRE PUBLIC(811)AND PRIVATE LOCATING SERVICE IN ORDER TO LOCATE AND (FROM CENTER OF TOWER) LATITUDE:40.157984°NORTH PROTECT ALL SUB-SURFACE UTILITIES.DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE DIRECTION REQUIRED PROPOSED LONGITUDE:-104.921562°WEST UTILITIES. NORTH N/A ±75' COORDINATES FROM 1A DATED 3/19/25 SOUTH N/A ±223' 3. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. EAST N/A ±95' CONTRACTOR NOTES: CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY WEST N/A ±594' 1, ALL TREES WITHIN THE CONSTRUCTION REPAIRS WITH RESPECTIVE UTILITY COMPANY. PROJECT NO.: 25-10144 ENVELOPE TO BE REMOVED AND DISPOSED OF PROPERLY. 4. CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. DRAWN BY: KMM CONTRACTOR SHALL NOTIFY CARRIER AND ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE PROJECT MANAGER: K.MCVAUGH PROCEEDING. • ` CHECKED BY: K.MCVAUGH ' - — 5. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION. PARCEL ID:131108000045 POWER MILLRACE RESOURCES LLC; _ POLE THIS DRAWING IS COPYRIGHTED AND IS THE 6. TOWER WILL BE MADE AVAILABLE TO OTHER TELECOMMUNICATIONS COMPANIES FOR COLLOCATION. FRONTIER VENTURES LLC POWER SOLE PROPERTY OF THE OWNER,IT IS I r -- INSTRUMENT NO.:4872466 POLE PRODUCED SOLELY FOR USE BY THE OWNER FS 0AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION S?- \ 0 CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED 5'WIDE 1 r -IT �r • • a. PROPOSED ACCESS N. I- •t, le EASEMENT w U EXISTING ,-:.i ... 6 w 7 T.! - PROPOSED 50'X50' ® o F . r OVERHEAD I j t • PARCEL ID:131108000021 '^ ANTHEMNET PREMISES F-t POWER („ _ . (APPROX 2,500 S.Q.FT) J 1 I � t STEEN,MARY ELEANOR ti, � I• l r ENGINEERING GROUP, INC. 'r I ` r< INSTRUMENT NO.:4710430 1 � TOGETHER PLANNING A BETTER TOMORROW � `:' ' J • ' • t ` < a'- (. - _ ,,- - - - - _ - »r - ' ,_.- 158 BUSINESS CENTER DRIVE • [ • `� •- '-- ili...1.11121.14---Hti_.. BIRMINGHAM,AL 35244 y -—_ TEL 205-252-6985 www.smweng.com _ �' •./ i• •• . r I — —— _ _ /// Ar I\ TOWER SETBACK • .h` ••A',A- •# % to tak-r'�"vet , . .M _ ! POWER •'' r.. I" • ^.: ' /// . i . illijaillit ,:'?)"r"' rA►� el .t '`v ' -'. TRANSFORMER // - - C PROPOSED 70' , A NTH EM N ET / // > -/.�/_, ' MONOPOLE TOWER HOG WIRE ,1�; ±594'TOWER SETBACK / / COLOR:GALVANIZED FENCE •"• , ' / / # - 5944 LUTHER LANE,SUITE 725 DALLAS, ' I ( •> . �. _ __ - / // I • ( TX 75225 ¢ 1 � � 4 STRAND -4e r., / .•' II BARBED w • PROPOSED 20'WIDE `� ' :( -4'.. / T / -- j MI • WIRE Q w O + NON-EXCLUSIVE ACCESS IH . _ A3PLANKWOOD PO2WIDE /• �FENCE ACCESS ROAD / fell. • // / ^C! :' SHED °¢° �• / ! PI i PROPOSED POWER/ , �- -`I. '�4 t.` ,.'ti �� • • PROPOSED ROUTE OF L�. TELCO MEET POINT. f 4•`• { 1 • TO BE DETERMINED /% FIBER AND POWER - 't: ' STORY • ! 1 11 P� G� // _ +': '' !� tBUILDIN r 1' `, " PARENT TRACT �O� PARCEL ID:131108000020 {� o' // -' o I 'r�r FARMER,GREG&SHERI // • -- -•, Y •.- _ _ � i INSTRUMENT NO.:2938170 • EXISTING //.....-• - a.^- ,► Y1 is • .,, .� '.•"1.•. .w.. _a�_a. OVERHEADPOWER . �- r -1..Fa...--1. PYrw.r�..i . -t, yF.H' R.,t..r- .,., .', - _• — -- „ POWER NORTH FIRESTONE / Y :.�; ... r,.- .ti - '' ��•� • - '� .�.�-�-�/y'+�.�",.r�.�. >�• -sz�-- POLE , r :., ,__ \ _ VISTOSA RANCH • 'r - PARCEL ID:131108000038 TODD,JERRYL LIVING TRUST ..41- -- 10810 COUNTY ROAD 15 *orINSTRUMENT NO.:4591706 .� (WELD COUNTY) _ r 7 1 f 'I - _ ' SHEET NAME AERIAL PLAN AERIAL PLAN 100' 50' 0 100' SHEET NUMBER SCALE: 1"=50' (22X34) 1"=100'(11X17) — REV DATE DESCRIPTION SUBJECT PROPERTY IS LOCATED IN PANEL IMPORTANT SITE NOTES: ZONING INFORMATION A 04/16/25 FOR ZONING ONLY #08123C1895F,DATED 11/30/2023 AND IS IN B 04/16/25 CLIENT COMMENTS THE BASE FLOOD ZONE"X"AND IS NOT IN A 1. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE PRE-CON JURISDICTION:WELD COUNTY SPECIAL FLOOD HAZARD AREA. PACKAGE AND A PRE-CON WALK WITH THE PROJECT MANAGER. ZONING:AGRICULTURAL C 04/29/25 CLIENT COMMENTS TOWER SETBACKS TO PROPERTY LINES 2. CONTRACTOR TO HIRE PUBLIC(811)AND PRIVATE LOCATING SERVICE IN ORDER TO LOCATE AND (FROM CENTER OF TOWER) LATITUDE:40.157984°NORTH PROTECT ALL SUB-SURFACE UTILITIES.DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE DIRECTION REQUIRED PROPOSED LONGITUDE:-104.921562°WEST UTILITIES. NORTH N/A ±75' COORDINATES FROM 1A DATED 3/19/25 SOUTH N/A ±223' 3. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. EAST N/A ±95' CONTRACTOR NOTES: CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY WEST N/A ±594' 1. ALL TREES WITHIN THE CONSTRUCTION REPAIRS WITH RESPECTIVE UTILITY COMPANY. PROJECT NO.: 25-10144 ENVELOPE TO BE REMOVED AND DISPOSED OF PROPERLY. 4. CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. DRAWN BY: KMM CONTRACTOR SHALL NOTIFY CARRIER AND ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE PROJECT MANAGER: K.MCVAUGH PROCEEDING. I ,1/4. CHECKED BY: K.MCVAUGH 4.,I 5. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION. PARCEL ID:131108000045 POWER MILLRACE RESOURCES LLC; POLE THIS DRAWING IS COPYRIGHTED AND IS THE 6. TOWER WILL BE MADE AVAILABLE TO OTHER TELECOMMUNICATIONS COMPANIES FOR COLLOCATION. FRONTIER VENTURES LLC POWER SOLE PROPERTY OF THE OWNER,IT IS �_ _ _ _ _ _ _ — — — — — — — — — INSTRUMENT NO.:4872466 OP_ POLE ` AND ITSAFFILIATES. F ILI D SOLELY REPRODUCTION OR USE OF - - - - �i ne THIS DRAWING AND/OR THE INFORMATION .y., .0 i CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED 5'ACCESSSS ////r/ p x ` ANTHEMNET �� I EASEMENT W 0 EXISTING PROPOSED 50'X50' a // OVERHEAD "IA,1 !J I PARCEL ID:131108000021 ANTHEMNET PREMISES ' // T/POWER (APPROX2,500S.O.FT) ENGINEERING GROUP, INC. I STEEN,MARY ELEANOR / _ INSTRUMENT NO.:4710430 �Q �� I TOGETHER PLANNING A BETTER TOMORROW 158 BUSINESS CENTER DRIVE ±95' BIRMINGHAM,AL 35244 / I -- ly T I TEL:205-252-6985 www.smweng.com / TOWER SETBACK p F �! F Ling / GRAVEL „� _' DRIVE , // o / / POWER ‘11` // 4.. c4.,,, I A �ppX�r TRANSFORMER `// // PROPOSED 70' L, A NTH E M N ET - — — — — — — — — — I/ / // /// _ MONOPOLE TOWER — HOG WIRE ±594'TOWER SETBACK // / COLOR:GALVANIZED / / // FENCE 5944 LUTHER LANE, E 725 DALLAS, TX/ / / / 4 STRAND } I / /1y�j BARBED 'n w // PROPOSED 20'WIDE / / // WIRE -Q w O NON-EXCLUSIVE ACCESS O U1 0 AND UTILITY EASEMENT // C }._ 3 PLANK WOOD PROPOSED 12'WIDE GRAVEL +� // � 20 I 0 H t E W — FENCE ACCESS ROAD , DRIVE / // SHED I m j=U I 7 // / S w O a 'rr�� / • _``, UQD --�` // /0_ b I E0 � ., F- /RI 1 Vii /'''.- , J.\ CV -aI E.( PROPOSED POWER/ /---- PROPOSED \�`\\ ,?.' TELCO MEET POINT. ROUTE OF �� O�5 I TO BE DETERMINED /-FIBER AND POWER 1 STOR Q G /// fUILDIN1 PARENT TRACT c'O� / PARCEL ID:131108000020 0� / FARMER,GREG&SHERI /// INSTRUMENT NO.:2938170 EXISTING I OVERHEAD // POWER I / I / I- - - - - POWER - - - - - - _ _ _ _ _ _ _ _ - _ - _ - PARCEL ID:131108000038 - - POLE - NORTH FIRESTONE / si• VISTOSA RANCH TODD,JERRY L LIVING TRUST INSTRUMENT NO.:4591706 10810 COUNTY ROAD 15 LONGMONT,CO 80504 (WELD COUNTY) I I SHEET NAME 0 PROPOSED OVERALL SITE PLAN PROPOSED OVERALL 100' 50' 0 100' SITE PLAN SHEET NUMBER SCALE: 1"=50' (22X34) 1"=100'(11X17) Z2 1. REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY �� B 04/16/25 CLIENT COMMENTS C 04/29/25 CLIENT COMMENTS — 111111111 25-10144 "�`� Case:ilk.,- v PROJECT NO.: 1 DRAWN BY: KMM ^ 1 .. . , �! PROJECT MANAGER: K.MCVAUGH I I" a M - ! e ` CHECKED BY: K.MCVAUGH ' - ` • • • , + -,..M, F �!' 7 u THIS DRAWING IS COPYRIGHTED AND IS THE `-- y i''' a - - - ' ► SOLE PROPERTY OF THE OWNER,IT IS PRODUCED SOLELY FOR USE BY THE OWNER +� • `4•\ + • • 1' I _ AND ITS AFFILIATES.REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION + ` , .P ,• •• ` ' 1 • • i, ,i I CONTAINED IN IS FORBIDDEN WITHOUT THE i1 ; "�.�'11�11_ •- ., s• �� WRITTEN NEDI ITIS PERMISSION OF THE OWNER. sq. h''_„T.1 �s 1... `+, 4 _ss sfa,irtd f 1 s,a •■a •wi 'sal . . - �� . .'▪ .e t+; + r ,i,,it f • .• `:. ! llY,7s fir• ss1�, j! ENGINEERING GROUP, INC. �- P t‘i _a TOGETHER PLANNING A BETTER TOMORROW • r'� p I ]4y { - 158 BUSINESS CENTER DRIVE f ETI_-In I.,1 Si�'N • i BIRMINGHAM,AL 35244 1R 1l , � qr.- F _,,1., . - _ t TEL 205-252-6985 wwwsmweng.com -- nAA��►► _r(., ,war flFF n -,hr 1FFf13f1,A� f'1 C1 n r rl��. 1` �� .. '7 :r-. - a1\F.f r+ I. .-. .-r'e_v— -- - -'I�L 1 jtDr 1 r, - , ~ a �yYl #--4 -r111E- PROPOSED 70'MONOPOLE + ill "' � �; � PROPOSED RAD CENTER 65' ibli nit„� • :1+ w �, /'t i. l L _- I-' Nili LATITUDE:40.157984 N OM •t:i > c Setos� �L tIt LONGITUDE:-104.921562W ANTHEMNET ItI f - -GROUND ELEVATION:4877' L, 1 1—��'�IS0* r>U4t , �s pRorp $ '' PROPOSED 50'X50' •• Yl 11 f e;r ANTHEMNET PREMISES• 5944 LUTHER LANE,SUITE 725 DALLAS, �l11ii>f pi; ��11a* �� 4 - ■11� ,f M y f s e f•� c (APPROX 2,500 S.Q.FT) TX 7szzs use. I`IRE STONE • �i -! / ::. ..Y sear tea a • � MI ; W sa :z :M w• si r w# r+ - •-• as op. _• a: Y .r r• P wi - , r . rr ..r .w art Yf . ; 1 . 11'IP41/4 ' '•• dsl li'i' 1J,uPi • iCa !t'FUDs : ,'.17-•e0•02 \\Pp''( \ -f ®r•VYFr..I r-I r.- ..,.� Q 0,G Cg -TP z .. - • , \O� le"'' .....' ' . . .... ', ,"• k ...1... ....• .... .-11 10 IIW • �JI��y�� u� NORTH FIRESTONE / �' ; .. r.. , .� Y , i ' . �fN�g -, VISTOSA RANCH — !►' l'lip lam --- r- • ' 10810 COUNTY ROAD 15 • LONGMONT,CO 80504 �� 1i y (WELD COUNTY) - •l SHEET NAME OPROPERTY ZONING PROPERTY ZONING 1200' 600' 0 1200' SHEET NUMBER" SCALE: 1"=600'(22X34) Z 2. 1 1"=1200'(11X17) REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY SUBJECT PROPERTY IS LOCATED IN PANEL B 04/16/25 CLIENT COMMENTS #08123C1895F,DATED 11/30/2023 AND IS IN THE BASE FLOOD ZONE"X"AND IS NOT IN A C 04/29/25 CLIENT COMMENTS SPECIAL FLOOD HAZARD AREA. • LATITUDE:40.157984°NORTH LONGITUDE:-104.921562°WEST COORDINATES FROM 1A DATED 3/19/25 PROJECT NO.: 25-10144 DRAWN BY: KMM PROJECT MANAGER: K.MCVAUGH ` CHECKED BY: K.MCVAUGH ' PROPOSED 5'WIDE ANTHEMNET ACCESS PROPOSED 50'X50' THIS DRAWING IS COPYRIGHTED AND IS THE EASEMENT SOLE PROPERTY OF THE OWNER,IT IS ANTHEMNET PREMISES PRODUCED SOLELY FOR USE BY THE OWNER PROPOSED 50'X 50' (APPROX 2,500 S.Q.FT) AND ITS AFFILIATES.REPRODUCTION OR USE OF CHAINLINK FENCE THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. PROPOSED CHAINLINK FENCE COLOR:GALVANIZED 1 n -1 !!!!!!!!!!!! ,-- \ T x x x - x x - x - x - x ENGINEERING GROUP, INC. PROPOSED 20'WIDE x 1 x TOGETHER PLANNING A BETTER TOMORROW NON-EXCLUSIVE ACCESS PROPOSED z AND UTILITY EASEMENT PROPOSED 12' I 22%6"X 12'-0" w 158 BUSINESS CENTER DRIVE ACCESS GATE x CARRIER EQUIPMENT AREA BIRMINGHAM,HAM,AL 35244 d TEL:205-252-6985 www.smweng.com PROPOSED 12'WIDE I ° y,-D 4 LL x s ACCESS ROAD (270 SF) d x w rew O6IYQv _J tz w 1 N IX x IX - \ I 25' U r PROPOSED 70'MONOPOLE PROPOSED) ♦ PROPOSED RAD CENTER 65' ,, ANTHEMNET ` GRAVEL ��# LATITUDE:40.157984 N I / [PROPOSED' LONGITUDE:-104.921562 W I/ f�� x GROUND ELEVATION:4877' 5944 LUTHER LANE,SUITE 725 DALLAS, \ z I COLOR:GALVANIZED TX 75225 E •E oiNE 4 E E E E I - w —F/0 F/O F/0—F/0—F/0—F/0—F/0 a 4?0- 11 I x ---\--- --T—'1 UJ --- o m n O CON PROPOSED ROUTE OF I PROPOSED N p o a N FIBER AND POWER K Illx liat22'-6"X 12'-0" O N re mie 27)r CARRIER EQUIPMENT AREA UIe(270 SF)D x x - x - x - x - xx x x x - - - x x- x x x x - x 9y-4 -(\., 50' 4''?-\ PROPOSED(2)HAND HOL S FOR POWER / PROPOSED / x Q�-°G �� AND FIBER CONDUIT 800AMP UTILITY �Oi H-FRAME I 0 PROPOSED SITE PLAN NORTH FIRESTONE I VISTOSA RANCH 16' 8' 0 16' 10810 COUNTY ROAD 15 LONGMONT,CO 80504 SCALE: 1"=8' (22X34) (WELD COUNTY) 1"=16'(11X17) SHEET NAME PROPOSED SITE PLAN SHEET NUMBER Z-3 REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY B 04/16/25 CLIENT COMMENTS C 04/29/25 CLIENT COMMENTS 7 PROPOSED 5' LIGHTNING ROD PROJECT NO.: 25-10144 PROPOSED TOP OF TOWER dj DRAWN BY: KMM — = = ELEV.:70'AGL T PROJECT MANAGER: K.MCVAUGH — ` CHECKED BY: K.MCVAUGH ' FUTURE RAD CENTER di ELEV.:65'AGL THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER,IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES.REPRODUCTION OR USE OF v v v THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 1 FUTURE RAD CENTER dh "IA,1 !J ELEV.:55' AGL ENGINEERING GROUP, INC. TOGETHER PLANNING A BETTER TOMORROW _ _ _ = 158 BUSINESS CENTER DRIVE BIRMINGHAM,AL 35244 TEL:205-252-6985 www.smweng.com FUTURE RAD CENTER ELEV.:45' AGL L, ANTHEMNET FUTURE RAD CENTER`V ELEV.:35' AGL 5944 LUTHER LANE,SUITE 725 DALLAS, TX 75225 v = v' v ste PROPOSED 70' e \ MONOPOLE TOWER COLOR:GALVANIZED Q`4 �Y�CY cO� PROPOSED CHAINLINK FENCE \40� COLOR:GALVANIZED — ..` b NORTH FIRESTONE / I __ p VISTOSA RANCH SUBJECT PROPERTY IS LOCATED IN PANEL -' —} "'r \ \ #08123C1895F,DATED 11/30/2023 AND IS IN THE BASE FLOOD ZONE"X"AND IS NOT IN A 10810 COUNTY ROAD 15 SPECIAL FLOOD HAZARD AREA. LONGMONT,CO 80504 O TOWER ELEVATION (WELD COUNTY) 1 LATITUDE 40.157984°NORTH SHEET NAME SCALE:NOT TO SCALE LONGITUDE:-104.921562°WEST COORDINATES FROM 1A DATED 3/19/25 TOWER ELEVATION NO MAPPING OR ANALYSIS HAS BEEN PERFORMED ON SECTOR MOUNTS,AND SHEET NUMBER STRUCTURAL INTEGRITY OF MOUNTS STRUCTURAL ANALYSIS TO BE PROVIDED AT LATER DATE UNDER NEW LOADING IS UNDETERMINED Z-4 1 .00 REV DATE DESCRIPTION A 04/16/25 FOR ZONING ONLY B 04/16/25 CLIENT COMMENTS C 04/29/25 CLIENT COMMENTS 0 0 L 12"I 6'-0" 1 h. 12'-0" ".1L 8'-0" I 8'0" I 8'0" 4 07 0 ©© A 94 x x x x x x x x x x x i x x x x x x • x x x x x x x x x x x x x x • x x flilililll �AMI • x x x x x x x x x x x x x x x x • x x x x x x x x • x x x x x x x x • x x tlllilllll Wrl/ I _ x x x x x - x x x X x • x x x x x p3 x x x x x x x x x x x x x X x x iiiiiT 11T ♦♦♦♦♦'e'e♦♦♦e'♦ee♦o♦e♦e♦e'e'♦♦e'♦'e♦♦'i ♦♦♦♦e'.�i'i.:♦♦'e♦♦'e♦♦♦e'i 4.4:'♦♦♦•_ .:..'♦'o'♦'♦'♦'•'o♦♦'o'♦'o'♦'o'♦'♦'♦♦i :♦♦♦♦o'e♦♦'e♦e' ♦e4:44♦♦♦♦4 '♦♦♦♦♦e♦eee♦o'e ►o'♦♦♦'e'♦♦e'e♦♦♦i♦♦'e♦o'e'e'♦♦e♦o'i ►♦♦♦♦♦'♦♦♦♦ �,♦ee♦o'e♦♦'e♦e♦ ►i'e:•':':♦♦♦♦♦1 O PROJECT NO.: 25-10144 �o'♦O'Do'osOooeso00'o0'o0'0e0'♦ ♦O'e00'♦'0e0'e'0e0'e'♦'0e'♦♦'♦' ♦♦'♦'o'e'o'e0':.: :'oeeeo'e'e'0e'♦'♦ ♦'e0'e0'e' o•.•.s♦,,` ♦.*s•.e'J ♦i'iei'i'i'Oi♦i►Oi'i'O♦'i'i'i'i ►♦'♦'♦'♦'♦' ►�'o�e0'e' 00'00♦'♦'0'1 II I♦♦♦♦♦♦a♦a♦ee♦♦♦e'♦♦e'♦♦e♦•♦e♦e♦♦♦e♦♦♦♦ ♦♦♦♦♦♦♦♦e♦♦♦ee♦♦♦e♦♦♦e e♦eee•♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦••♦e♦o♦♦♦♦♦oe♦♦♦e♦♦♦eo♦♦♦♦♦♦♦♦ •♦•••oe'o• ♦•♦♦♦♦♦♦♦♦♦�, ♦♦♦•♦•oe' • 'o'e'♦'e'e'♦'i'i'e'o'♦♦♦'o'e'♦♦1 ►i'♦♦♦♦♦'♦' �'iei o:•!♦ 'oe'o♦♦♦♦♦1 DRAWN BY: KMM • • o Pplitaitaiiit:•Sil ♦i'i'i'i'i'i'ioi'i'iei'i'i'e'i'i'i'i♦i ♦00♦e'♦'0e'♦O' 0♦♦♦♦00 ♦♦O'OeO♦e'•♦e'e♦♦♦e♦oeeso♦e'e♦♦'♦♦•♦♦ _�•'♦'Oe'e♦ ee♦e♦•♦♦♦♦ •o♦•'•'♦'e' Oee••'eO'�►0e'OO♦O'e♦♦♦/ O'e00♦♦' OO.O'O� a♦QO'e♦o*1� Q gti ' 'sW,Ao'O♦'�••'♦ SttitO'i'i' '♦'♦♦♦ ►♦•'e'e'a♦Oeooee'e♦o0oo'e'o'♦'e'e'♦♦o♦♦- ♦'e'00 'D♦'♦♦♦ **•* '00♦'•'O:'00000♦O'o'i ►Oo'♦. �'♦'e'O♦' © '♦'O♦♦♦♦i } 000e000eoe eoeoeoe♦♦♦♦ ♦♦•oe eee•♦oeoe ♦♦♦/ ♦♦•♦'o'e'♦'e'♦'oee'o'e'o'e'o'e'o'o'♦•♦♦♦ E•♦e'♦'♦ ® oe♦•♦•♦♦ V♦♦•e'• ♦'•'e...0♦'•'eee'i'e'e'e'i ►e'e.•'♦' •♦e'eo♦♦e •e'♦♦•♦♦♦4 PROJECT MANAGER: K.MCVAUGH I- eeoeeeoeoeoee♦♦♦♦♦ ♦♦♦•�eoo♦ooe♦e♦•o e♦♦♦ ♦�•eeeo♦•♦oe000eoee••e•••eo♦♦•eee♦e•�♦♦ t♦.♦•♦ ♦♦•♦♦♦ ♦♦oeoe ••e♦♦♦♦♦o♦♦••e••♦e•oeoe� :oeoe♦♦♦♦♦♦ ♦♦♦o♦o♦♦ ♦••♦♦♦♦1 o ••••'••i'DODi :+.:.'...s:.i •♦i:♦ 'i'i'i'i'♦'i•i'i•i•i'i'♦O°0♦'i'i'i'i'i �' ♦'i'i ♦♦i' 'i'i♦, ♦i'i'e's•'•:• ►,+,•.*i♦i ♦s'i' ♦'i'i♦i II p oe oo♦♦ ♦••eoeoHoe ♦o•♦♦ ♦•♦0000eoe0000�oeo♦♦ �♦ ♦♦ ♦♦ ♦♦: ♦oeoe♦• :oo♦♦♦ ♦o♦ ♦♦ CHECKED BY: K.MCVAUGHIee oo♦•♦e- ♦♦♦•♦ooe000e000eoo♦•oo♦ol•e♦oee•♦•♦♦♦♦� ♦♦•ee•eeeoeeoeeeoeeeoee ee♦oeoe♦eee♦♦♦ ♦♦•♦ ♦♦♦`: -♦e♦ ♦♦♦ :.♦♦•eo a♦o••eoe/ ►•e:.:.:.♦♦ ♦.e;♦ O •♦-1� I� , ._ y��.o� o •♦♦ •♦♦ ♦♦oeoe•' •♦♦♦♦•I:, ♦e♦ ♦ ♦•eo♦ ♦e•♦♦•e•♦♦ �♦♦ ♦♦ ♦♦♦♦ . e♦; ♦♦ ♦♦i ♦•eooeo.� eee♦ �♦e♦ •e .♦e♦ ♦ ♦•e• ♦ee•ee••♦♦q ♦♦0000oeo♦ •♦♦♦ e♦ ♦♦ ♦♦ ♦e•ee•♦ eeeo♦ ♦•e �•e ♦ ♦♦e♦ ♦♦oeoe♦♦♦y I►••e♦•e•♦♦ ♦♦♦♦ . �. ♦e♦ `♦♦♦ oo♦ ♦oleo♦♦1 'oeoe♦♦ doe♦ III♦♦ '♦ ♦♦o ♦eeeoo♦♦♦ ♦•oeoeee•♦ ♦♦♦ �♦• e•♦ ♦o ♦eo ♦♦eeeo♦ ►eeeo♦ ♦•♦o '00 THIS DRAWING IS COPYRIGHTED AND IS THE ♦ V♦� ♦•e eoee••♦ ♦•e•e•♦♦ ♦♦♦ ♦♦�� ♦e♦ `♦♦♦ ♦e♦ '♦•eee♦♦1 ♦oeoe♦ �eeee ��••I SOLE PROPERTY OF THE OWNER,IT IS �:; �::— p�1i'i ii�i�i�i��♦ -►�i'i'i'i i'i'i i ♦•♦•♦•4 —�••♦•♦• e i ii'♦ ;♦♦.0. •i'i'i'♦" ♦♦44444♦ :e'•'� Foie••♦ O ♦i'♦•A PRODUCED SOLELY FOR USE BY THE OWNER 12" OOi ODi �i'♦'♦oi 0$1:1400♦♦♦I I♦••♦'0000000 ".:•.:� ;•♦e e.. •••••••• ♦••••♦ o••♦•e •♦•♦oeoe•♦ ►e•o•00•• ♦♦♦ v.v.., >♦ ♦•♦ -♦♦eee♦ ♦♦♦♦♦♦♦♦♦♦ ♦•♦♦•♦♦♦♦♦ ♦♦♦♦♦- �'OOO•� Oo•Oo'♦♦< (♦♦♦•oeoe♦♦ ♦♦♦♦eeeo♦♦; ,,♦♦'Oo•Oo•O♦1 OOOOO♦' 1�♦'0• ♦oeoee AND ITS AFFILIATES.REPRODUCTION OR USE OF I�'♦'o'♦ e'•'♦' '♦'o'o'•'o e♦ o'o'o i'o'i'o i'♦♦♦'♦♦ -♦♦•'i e i i e i i i i a e♦•'i a♦'♦♦�- ♦•o i i'•i �.e.:)oo♦♦ ♦♦oo...♦o♦ .•••eolg 'o'o o4011 ►i'oo•♦o o o♦♦♦31.:♦♦ ©A .........♦1 ® THIS DRAWINGAND/OR THE INFORMATION /♦.♦ ...♦ ♦•ee♦••♦♦♦♦e•ee♦e♦♦. ♦eee•e•eeee•••eeee♦♦. ♦ AZ ••♦eee•ee•♦eeoeee•♦♦ o•♦•♦00 0e0♦00♦0e0♦♦♦ ••eee..♦ e:.. ♦ ,•oeoe• ♦oeoe•♦ ♦♦oeoe♦ :•ee00e0•e♦ :♦ oeoe•♦♦ _ eo ♦♦♦♦• ♦•eeeo♦ ♦ • ♦♦eeeo♦♦ ♦♦oe•eo••oe••oe••♦•♦� •1oe�'•' ♦♦'i'♦ei Yi ,♦♦♦o•♦e♦e♦•♦♦ ♦•oeoe♦'o e••♦♦, ;♦♦e♦•o e'oe♦•♦1 ►'••000eoeo•�/1�• i•♦ l iee•♦♦1 II = CONTAINED IN IT IS FORBIDDEN WITHOUT THE v♦♦ Yi♦♦♦ ■ ♦00♦0♦♦♦♦♦♦♦00♦0♦♦♦♦ ♦♦eeeeee•eeeeee0e♦•♦♦_��e00NL ♦4♦•♦ ♦0♦0♦♦♦♦_ 1�►e♦♦♦— ♦•e••••••♦•♦•ee•e•♦♦♦ ♦♦o♦o♦o♦eoee♦o♦e•♦♦♦� ♦♦♦•� ♦♦♦♦♦♦ :♦♦o♦♦•♦♦♦♦♦♦ ��♦♦♦♦♦♦♦1 ��•moo♦/o�•��♦�•�•��.•�♦�••�•��.��1 WRITTEN PERMISSION OF THE OWNER. %. i. .i.. •'..,;.• ,h 1-/ )W.)?.M,,.1 Ms4 likLl Fh .>' 5l F/kLl W.A../ 17 h(Nl ter,, i,. i .i, i,. .i,. Iri / i i iN ■i M�, �� I�ri,2�in��i/r'G� a�r �\ 1i, I�tfl,Ilill�.lYT2F�.��Y3;r1C�, 4, / i . r .5 _,. u W'' \ \� r %//�: ::\////\ //\ //:; .. //// /////i�/i;\/ /////// /�//;/i jj ; .: /jj / /////// ! //////////// \/i,//j//j//j /j/j J/j//j // j/��////j//j/j// //j M N \�\\//iti , j\�%� .\\'\• //\ /\j\\\�\\ \i \\\\ \\\i� \\.;. :/\\ \,�\.\\�\\%\\\S /\�%i\\�.\\.� \\�\f�\ ; j\\/\ j\\j\ \j�/� \\,\\\//\\/liti \�,�\� SUB-GRADE 0 ENGINEERING GROUP, INC. SUB-GRADE 112" I • ® 112" 112" 8" I ® I 8" ® I 8" ® 12' TOGETREH PLANNING A BETTEH TOAfOHBOW 158 BUSINESS CENTER DRIVE GENERAL NOTES: 05-25NGH5M,ALsrwe TEL:205-252-6985 www.smweng.com 1. INSTALL FENCING PER ASTM F-567 2. INSTALL SWING GATES PER ASTM-900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED 4. POST&GATE PIPE SIZES ARE INDUSTRY STANDARDS.ALL PIPE TO BE 1 1/2"GALV.(HOT DIP,ASTM A120 GRADE"A" L, A NTH E M N ET STEEL)ALL GATE FRAMES SHALL BE WELDED,ALL WELDING SHALL BE COATED WITH(3)COATS OF COLD GALV,(OR EQUAL) 5944 LUTHER LANE,SUITE 725 DALLAS, 5. ALL OPEN POSTS SHALL HAVE END-CAPS Tx75225 6. USE GALVANIZED HOG-RING WORE TO MOUNT ALL SIGNS 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC 8. USE COMMERCIAL GRADE MATERIALS ONLY I \ REFERENCE NOTES: O CORNER END OR PULL POST 3"NOMINAL SCHEDULE 40 12 2"FINISH OR AS DETERMINED BY CONSTRUCTION PIPE. MANAGER DURING BID WALK 2 LINE POST:2 1/2"SCHEDULE 40 PIPE,PER ASTM-F1083.LINE COMPACTEDCONSTRUCTION 95% ' MATERIAL O POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0"O.C. DETERMINED BY CONST UCT ON MANAGER \�\�P-Cq- �O 0O TOP RAIL&BRACE RAIL:1 1/2"PIPE,PER ASTM-F1083 DURING BID WALK. Q��GO/ 0FINISH GRADE SHALL BE UNIFORM AND LEVEL FO 04 FABRIC"9GA CORE WIRE SIZE 2'MESH,CONFORMING TO HOC ASTM-A392 15 GATE POST 4"SCHEDULE 40 PIPE.FOR GATE WIDTHS UP THRU 7 FEET OR 4 FEET FOR DOUBLE SWING GATE,PER 05 TIE WIRE:MINIMUM II GA GALVANIZED STEEL AT POSTS ASTM-F1083 AND RAILS A SINGLE WRAP OF FABRIC TIE END AT TENSIONS WIRE BU HOG RINGS SPACED AX.AT 24"O.C. 16 GATE FRAME:1 1/2"PIPE,PER ASTM-F1083 r OTENSION WIRE:9GA GALVANIZE STEEL 17 GATE FRAME:1 5/8"PIPE,PER ASTM-F1083 NORTH FIRESTONE / OBARBED WIRE:DOUBLE STRAND 12 1/2"OD TWISTED WIRE 18 GATE DIAGONAL GALVANIZED STEEL 1 1/2"PIPE VISTOSA RANCH TO MATCH WITH FABRIC 14GA,4PT.BARBS SPACE ON APPROX.5"CENTERS 19 DUCK BILL OPEN GATE HOLDER.VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION 10810 COUNTY ROAD 15 O STRETCHER BAR LONGMONT,CO 80504 20 GEOMETRIES FABRIC (WELD COUNTY) O 3/8"DIAGONAL ROD WITH GALVANIZED STEEL SHEET NAME TURNBUCKLE OR DIAGONAL THREADED ROD 21 LINE POST:CONCRETE FOUNDATION(2000 PSI) 10 FENCE CORNER POST BRACE:1 5/8"DIAZ.EACH 22 CORNER POST:CONCRETE FOUNDATION(2000 PSI TOWER ELEVATION CORNER EACH WAY 23 GATE POST"CONCRETE FOUNDATION(2000 PSI) 0 1 1/2"MAXIMUM CLEARANCE FROM GRADE SHEET NUMBER 0 STYMIE LOCK OR EQUIVALENT O CHAINLINK FENCE DETAILS SCALE:NOT TO SCALE 7 5 L tJ Hello