Loading...
HomeMy WebLinkAboutZ-8570-C MapOF RAT AR HERITAGE ENGINEERING V NO.1733 '�uB1s 9yt� '�"scL .A4Q° Public Use Area "�,p v a• J 141 -- -+ ` - 'D:7S35 fil L•Pr t00 [i,GINEENie E%CELIENfi r isi — Heritage Engineering P.O. BOX ws a _ C- BeMw, Arlmrl>as 7201E 10 JyGrHo 3°� �LI -�• carrLrhF.d 10 r Atsa .6ra.l ve nwireless r17.0 - _ W 0 d9,� `+Iuy liS} mac- o._�ari«P✓ r'64 Greek r'd!k Arkansas Game and r Fish SITE NAME TY v -- a Commission 0 sualcTd�e� PROPER - y — — Karns Pd Rd i R E SELLETTE - ARKANSAS = Boy, cr, 30 - " Barrow I• ) VICINITY MAP zz z Lu SHEET INDEX PROJECT DATA GENERAL SUMMARY OF WORK PROJECT DIRECTORY N w SHEET TITLE SITE NAME: SELLETTE DESCRIPTION FURNISHED BY INSTALLED BY VERQON'SPROJECT MANAGER: JAMESBRYANT Z l0 1.0 COVER SHEET STATE: •— ARKANSAS PHONE NUMBER: Q 1 COUNTY: SHELTER VERIZON CONTRACTOR (501)905-W21 2.0 SURVEY BY OTHERS PULASKI GENERATOR VERZON CONTRACTOR CELL PHONE NUMBER: N/A Y �w 911 ADDRESS: 20W1 KANIS ROAD 2.1 AS BUILT COMPOUND PLAN SPD (SURGE PROTECTION DEVICE) VERIZON CONTRACTOR W LITTLE ROCK, AR. 72223 COAX CONTRACTOR CONTRACTOR VERQON'S REAL ESTATE MANAGER: DOHq ALAMI W = 2.2 DRIVE WAY APRON PLAN & DETAILS TOWER/SITE OWNER: CENTRAL ARKANSAS LAND GPS ANTENNA VERIZON CONTRACTOR ADDRESS: ONE ALLIED DRIVE J C0 2.3 IMPROVEMENT SET BACK PLAN DEVELOPMENT, LLC ANTENNAS VERIZON CONTRACTOR LITTLE ROCK, AR.72202 of 3.0 COMPOUND PLAN ADDRESS: 11708 KANIS ROAD ANTENNA BOOM MOUNTS CONTRACTOR CONTRACTOR PHONE NUMBER: (501) 905.2672 Q � 3.1 TOWER ELEVATION & ANTENNA KEY LITTLE ROCK, AR.72211 W IL 3.2 CONTACT: RANDY ALBERIUS JUMPERS VERIZON CONTRACTOR a O COMPOUND DETAILS & EROSION CONTROL NOTES ENGINEER: HERITAGE ENGINEERING ADDRESS: •-- WA HOISTING GRIPS CONTRACTOR CONTRACTOR z U 3.3 WAVE GUIDE BRIDGE, GPS ELEVATION, COMACT PERSON: ERIC D DIN MALE CONNECTORS VERIZON CONTRACTOR SECTION, PLAN & DETAILS PHONE NO: 501.416-Ml or 501-223-0497 DM FEMALE CONNECTORS VERIZON CONTRACTOR ADDRESS: P.O. BOOXX 505 05 W Q GROUNDING KIT CONTRACTOR CONTRACTOR BENTON, ARKANSAS 72018 J 4.0 EQUIPMENT SHELTER ELEVATIONS GPS ANTENNA KIT CONTRACTOR CONTRACTOR PHONE NO: (501) 939- 2303 _ 5.0 SHELTER FOUNDATION PLAN & DETAILS PROJECT: COLLOCATION WAVEGUIDE BRIDGE CONTRACTOR CONTRACTOR J O 6.0VZW PROJECT NO: WA CABLE LADDER CONTRACTOR CONTRACTOR W UTILITY ROUTING PLAN VZW CELL NO: 657 ENTRY PORT BOOTS CONTRACTOR CONTRACTOR 6.1 ONE LINE DIAGRAM & SCHEDULES HANGER KITS CONTRACTOR CONTRACTOR 6.2 UTILITY DISTRIBUTION RACK ELEVATIONS & DETAILS ELECTRIC UTILITY ENTERGY CONCRETE FOR SHELTER CONTRACTOR CONTRACTOR n PHONE NO: NA FOUNDATION, STOOP CONTRACTOR CONTRACTOR F (n 7•0 COMPOUND GROUNDING PLAN &NOTES CONTACT PERSON: NIA (AS REQ'D) = N X 7•1 GROUNDING DETAILS, SHEET 1 OF 2 GROUNDING, TELCO & ELECTRICAL CONTRACTOR CONTRACTOR a W TELEPHONE COMPANY: AT&T CONDUIT AND WIRING w 7•2 GROUNDING DETAILS, SHEET 2 OF 2 = a 8.0 GENERAL NOTES &SPECIFICATIONS PHONE NO: - - N/A CRUSHED ROCK/GRAVEL CONTRACTOR CONTRACTOR Z z w CONTACT PERSON: NIA O 03 8.1 SPECIFICATIONS rn o= .dwer -- 2013-0087 8-2 ELECTRICAL GENERAL NOTES w w a0. w vtr;w -� TOWER DATA W > � SO, ECNE 1 TOWER TYPE: EXISTING FLAGPOLE TOWER w c O WkMVATE1 10UAr :- DRIVE TO DIRECTIONS TOWER HEIGHT:- 150'MONOPOLEW/15'EXTENSION O i 2Y"TE' 2JUlY14 F 0 111 26 NW 14 PROPOSED ANTENNA CENTERLINE: — 160' AGL O rz sS EaA*ex 15 wn +s FROM THE INTERSECTION OF HWY 10 & HWY 300 IN WEST LITTLE LATITUDE: N34°45'45.35" (NAD 83) N w a wnnNvxi c ROCK GO 1.5 MILES TO FERNDALE CUTOFF ROAD ON THE LEFT. LONGITUDE: > 0 1/2 1 GROUND ELEVATION: 640' w92°z9'4z.ss^ (NAD B3) ¢ Q = GO LEFT ON FERNDALE CUTOFF ROAD 4.3 MILES TO KANIS ROAD. LEFT ON KANIS ROAD 3.8 MILES TO ENTRANCE GATE TO EXISTING r ; > TOWER SITE ON THE RIGHT. PROCEED THROUGH GATE UP HILL TO SHELTER DATA ¢ ¢ M scA� �s k EXISTING TOWER SITE. 4 +ii a io neswrEaar. Favr SHELTER: 11'-6"x16'-101/2"SVWS01 l CH W D: HERBAGE 1 MANUFACTURER: CELLXION + . 1 {►/'j1 7 ADDRESS: 5031 HAZEL JONES ROAD �, JI`_"1 �� f I'•' N N N cH[ceEo ev; Eavr BOSSIER CITY, LOUSIANA SHEET No. PHONE NUMBER: (318) 213-2900 GROUNDING: - TYPICAL C} . (Q COPYRIGHT HERITAGE ENGINEERING 2015 '\ tO a m e0 120 \` 1" 2BO FT 064 ACRES Scale 1" = 40' k \ \ \ \ \ \ \t ♦ ' 6 \ ♦ \ � A tiIYT OF5�ild'G... '�C�/\Jt 3V lSCE554UXT1 i!3[iEY �r LINE BEARING DISTANCE L7 S 44°44'10' W 50.00' L2 N 45'1550' W 5000, L3 N44`44'1 GE 5000 L4 S 45'15'S0' E 50'w I5 N 6W37'De E 21.22 DELTA BEARING RADIUS CHORD ARC 10701729' N 0Y06'10' W Ice-00 15996 185.35' 12' 31 I I I I I I I PARICK r 500 SOFT 1.06 ACF1FS ro1NT of 3eclwmr I _-____N B7°5g96"W15000'_____ �Jefi Or 6EGIM.0 ts' UIJIY JSDAD4f I l I I I i ,7 rvl� I$ Iz 1\ I I\ ELCTRCR KY.r M POIi CI-i>11eatvi 1 wvnm'��rr• I I IIII iN17tl!44N Yid �y PEDESVy rr �r ..�� I ElE Surveyor's Wins 1. Basis of Bearings: Based w SIPS obsservatlm w March 30, 2010. 2, raw This survey is valid only It the ding Includes the seal and Ggrlsfure of the surveyor. 3. This survey meets current'Arkansas Minimum Standards for Property Boundary Surveys and Plats. 4. Subsurface and om inxtmenW condf8or s were not elmmlned nor considered a pan of this surrey. 5. All LAIIIUw were located by visible above ground markings as marked by uN"y, locators and shown hereon as located by Central Arkansas Surveying, Ina survey field crews. All utility locations shown hereon are approximate. All utilities may rot have been marked lomled by the appropriate locators. No excavation has taken piece as of this date to determine the elect location of etdsling underground utilities shown on this survey. 6. Field work complete March 30, 2010. 7. This Is a Topographic and Boundary Survey B Parcel ID M54190040000100. 9. Owner. Johnny H. Bale Jr. S Sharon Hale LE sE PARCEL 2MI) so Fr 076 AI.i�9 eUirlrl:r,w: Army ru4w LAL . 3r 1i 4.W H Imy - M0 2B' iZfsi W CdCc'YJ EIN, • III It' Wl i J Y/ �E-6353A `L \ DETAIL VIEW 10 0 10 20 30 \\ \ Scale 1" = 10' A2--V CENTRAL ARKANSAS L't SUREYING 0 �Nci.'l 07k1i111�111111I111�,�� REWSION/ CORRECTED LEGAL& RAY 51412010 VICINITY MAP N.T.s f l t' T PARENT TRACT DESCRIPTION Part el Sc Jun, 4, Teemsthip t N3t1 ; f'9e 141VM and palN Seedores 33 and 34. I mrrsNJ 2 Nor, Range 14 WSst W., Nam cl Drakgalle Road a'd Sant of Na'i6 Road.FWsd Co;nY•A44xtsa, mot aardnln4y tlesakxd as !a1Ews: DEpinrd,p ai lea So'n1eal aelMo STV..,A'/•sid Snc'En3, sildttYti�MgnLs,awl-Is"Isnnu nil 03i Clvtil lMmc,RkLYiC inry. RA'.,sis; tt'erce Norh97 deg 26 rrh sold Che'al Dans.756.62kelUMNameasca�ollhe NE%NEV%saldSxYF, 4, bake a�4 ma Ncm'4sst corr�n cl ld _o:37; IhM1ce $JUN 02 deq C5 eirl 32 se, I"1119 East 62 o1 said NE V.NE %. belrp� ,the West ire of _ot s 37, 39 39 ZM >� 1:, said CID- 1363 C9 feel lo the soutalsl -1- of Bald ME -A NE'/[ roe- %* 67 deg 13 m r- 1 P sac We9 aIalo he Sa1T Me o1511d NE'/, NE 'A B42 Si lfel; aarce Nlrl,a!dey 12 mh,•A_scc VY_slctX,lning aFa,9 ha Sam ire of saki NE Y. NE'/, and abr9lM.".o-NCecl Dr. Mt. Y. PE lr4, saki S.ecir 4, 1S6889 I Y b a point on the Nonh,4ti 11--" inns of 9urlrgama ioad be2_. CC I -al from the -efi o dame!:I- Null-mly Jung sail No hliyRFof-way 1- Do ldrml,.7 L-1-0s and:liaWrxafs: (1) W: ih 45 deg. 19',1! t 23 sec West /29 feet (2)14-de; S2IN' 02 scr.. West 7491B Isec 0) North 4, deg 28 n h 34 sec Wesl 12E E6 fret, (4) Nonh 4/ deg Ol min -le 01 sec We9873 feet(5)Noon 50 deg. 43 rd106 see VI 15914 reek(6) Noon 56 119 min 23 sec Isl! 10287 legit (/'. Naar 56 deg 25 rain 01 sec VAu, 20609-eeb (0) Nab 56 deg 21 rrh 3B w West 212 93 lael: i9) Nonh 56 deg 14 M-. 46 se[. Vier -3072feet. (10) Na0156 da3 34 min.01 second Wes, 136191.%ail 1, 1; DbM 61 deg lc nth 14 sec W. 02951.- Ic a pair, cr the VVes lore of the NE%Miff V, said Section 4:hence Nam 01 de]rea 47 mh 46 Sac Lst,ling the West Ire 395 73 fe& to Me Nondaaes caner of sold NE'/. NNJ Y[ Mence 3w'h 87 deg 54 m1151 sec Emalo g vie No'h Ilea of SaIJ ME NW 753 51 taH to Ire Seuhaesf corer 3l ate SIVASE%sed Section 23: thence Net, 02 deg 1S Ti, 34 tiEa &,rg ae Vl- he of sail Slb'A SEA. 9Ya9� leak enra £art B7 deg, <0 ern 57 tar. F:tsl 132333 few a,6ntp Sam 44 rf.?D 30 tan 59.ec Frs1934P,I f ; it -e a x1 67 deg g 59 rtl, 01 second East 317.98 rear: bece Non0211110 MIN 37 sec ems: 74202 !eel: l le- Soot, BB deg 28 rr In 53 sec Ezsl'02-./8lee1; M-NcIIh2! tleg 12I.A1 Zb sec Easl206 33'ea-Y a pGn1 on vie Nonh Ere of I,e JVJ'/� £N/'/,, sad Seclun 3.�, tlYr[e Sa41h 1lB drgnx'Smil 495e4 abag sSWNapire,4iULleerntie Nomeast L17arsad S\v Ct/'Rer[e311.802 ply l2 milellsec Westahlg ES AN he CEPThe Y.Sy:YsL-eig Jro Ilu Wife of yfe 17 and 1B said Girard D.mrs 13 t,&7 feel W-he Pohl al Beglnrhg LEST AND P6FPT ferkyrFK4e/AT KaNs Road LEASE DESCRIPTION LEASE P-TY;EL A Pan m l,e Sa [howl Qua 68 of ale Scumwesl Cuaner of Secmn 34, TDvmsNp 2 NOM, Rase 14 Wesl Pines! Count', Arkansas, more particularly descibed as Iollo- Co em_l g 31, he Scumeast Co-e, of sold SIN Is SW 14 Section 34, said lbrer also being the Willrs,sl On res of I to36. Chertal Da- Pulas,d CDu,ly. Nky teas; itlsnre No1h � dam. 00 11n 54 sec East alcng the E&T.. ire e1 said SW 1/4 SW 114 to, a clis-so, of 784.29 feel; II North 87 dc3, 59 ain 05 seq. West for a distance, of 150.00 feet to We Fvkm of Begnning of 61e land herein des7ixd; hence Soule 44 deg 44 man 10 se= West fora distance Of 50100 feet. -. a Norh 45 deg, 15 tan, 50 sac, West for a distance of 50 00 eel; Lome Non, 44 deg 44 110 sec East fora distance of aD 00leel: I,c Ce South 4o deg. 15 r•tin S3 sec East fora distance of W UO lee::o Ile Point of Beginning, containing. (2.5IX1 sift). QOS aces morecr less 30 ACCESS & UTIUTY EASEMENT .4n A=c &U3TIry Ea>-em tbeirg30.00feefinoid[hl50D1releihvsideol MefNlovnngde dtNd snlelG -: AFaro'lhe SOc.haesl Cosner of tits Southwest Quarter of Section 34 To1•mship 2 Nola Parge 14 West. Pulaski County. Mkarus, pore partipJerN described as follow: Cpmmemi1g at the Scutleasl COrrerol said SW S. SN'/. Section 34, Sad Ccmer also bekg the ND-11 ss, Corrlr DI Lol26, G,e A Dovms, Pun Hai CLunty, Nkaas: 61wlce Nohh 02 deg W mm.5s sec, Eas. a" the East line of sad SW 1/4 SIN 114 for a dislance of 7B129 lee:: 71ence Nod 67 deg 59 min 05 sec Wesl'or a dsts-e of 15o001ee : herr_e Smin 44 deg, 44 tan 13 sec Wes! fora &S:a - cl E-0.M fl t: Nen� NaM 45 deg 15 tan, .. sir Nest fora distance of 5003 feel: thence Norh 44 deg 44 min 10 sec Fast fora dms s!aof 25 DJ feel to vie Ppht cl Beglnnlno of said �n,,vfrle of eers mend [hen_-e the fobvAng beatings and dlstsmes al, r- said ce,fedm of easement No 48 deD.26 m[n• OB sac. Was Nor 21698 feel: Noon 55 deg. 11 min. 11 sec West for 54.61'e'_t to the Pcnr of (.rvan4re of a curve to ti e dy1111nal Ins a delta angle 31106 deg 08 129 - a rot of I3SC01eet a'd a clued bml V and CAI of N"nn 02 deg. 06 min. 10 sec, West to, 1599E feet hence NcMeMa'ong me aT cf sad cuw to the den: to -a distance of M. in rh31'oini of. TanI NoIlh 47 ft. 46 rN, 50 sec. Ears to, 146,52 `ezt: 14>0m 82 deg 32 man 26 sec. East for 315a file: South 63 cIM 52 min.:5 sec. East for a dislartce of 31.. 10 'eat, Spul, 86 deg 26 min. 51 sec East for /S,3G feet: North 85 deg 38 min. 4b sec East for BE a9 feet I✓oI bE deg 3 ( mhI 04 sac East for 21 22 feel: Norh S3 deg 39 min. 27 sac. Fast ID 70,21 feel to the ce,te ,- of Kads Road s,Id polyd sl:c 01 the P;hl nl T6," Ann of said cenlerline of a- mcrl, containing f28,15-03 s410 0.54 aces more or less 1 S UTILITYEASEMENT A Uldkty Easement being 15,DO last in 1117.50 feel either sidle of the IciovAng descibsd ceNc.Gne A part of Me;;out,west Quarter of Ire SD4atvesl Quarter of Section 34. IOwnthip 2 North. Range 14 Wes[ PJIes4 C-y. ,, A'onsas more paNa:Lity deocrlberl as Iclovrs: C-ne'I al the SOulheasl Caner p1 ssd SIN /. SIN'/. Sr��lkn 34, vAd Corer tXlrng also Ire Noc,easf Corder of Lot 3E. Chanel 00"1 PJ(isld County. Arl apses: theme NcM 02 deg. JO min 54 sec, Fast along are Eas[ lire of said SW 1/4 SW 114 for a aslam e, cf 794.29 feet aterce Norh 87 deg 59 rMn 53 sec West for a distance of 15D 00 feet: t,ence Srwih 44 deg 44 N, 10 Sir Wes or a dlsrancaet 4229 feel lc the PNnI cl Begiming of said cent Ine OI rase,lerd: Ih9x Scut, 42 deg 4T min. 48 se East along said eEf,lealte for a dsla,ce e12.53.9G feel Ic Me PNnI of Tardn lino of said cenleine of za;er-w.ni ;/1rt_ilrl lg (:{B:3Dc}IL'y 099 acre nc;ie Ck�: TOPOGRAPHIC SURVEY OF AR1338 SELLETTE LOCATED IN PULASKI COUNTY, ARKANSAS FOR USE AND BENEFIT OF: AT&T CENTRALARKANSASSURVEYING LEGEND and •-FOUND MONUMENT Goodman Nemork 11708 Ka"1S Road �L AIR _ and Litt le Rock, AR 72211 O- SET k4 REBAR W/CAP Central Arkansas Land Development Phone:(501)-223-0497• 0-COMPUTED POINT PROPERTY ADDRESS: Fax:(501)-2234N96 B- CONTROLLING CORNER Kanis Road Email: pis, 454@sbcglobal net #- FENCE o SUPPORT POLE O POWER POLE t POWER POLE W/TRANSFORMER H EARTHING ELECTRODE A TOWER CONDUIT to PHONE PEDESTAL E- GUY ANCHOR -6 FIRE HYDRANT ® CONTROL BOX Q ELECTRICAL TRANSFORMER IXI WATER VALVE a CABLE MARKER L ELECTRICAL METER SPOT ELEVATION I hereby eerily that the above plat represents a survey madebymeon misday,andall i s easements, encroachments, and improeerrtenLs("'S5 DI Gselosed by this survey are shave. No Independent search for easements, coverall encumbrances, earany other c9sclos whisperaccuralsI[Ile search may dlsGosevas pedormed DrawnBy: L REMSING SCALE: VARIES CheckedBy: RSA DATE: 415/10 FILE NAME: H:\SURVEYS\GOODMAMSURVEYS RE LETTEDWG 5TATE CCVr. EXIST. FLAGPOLE TOWER CENTER LATILONG (NAID89] LAT: 34"454&35" N LONG: 92"2fY42.65" W EXIST. GROUND ELEVATION [NAVO88] ELEVATION: Mo FEET AS BUILT COMPOUND PLAN SCALE NM. OF R� AAA a jz HEWTALfE P.li61HEIIi[Nfl YYY ME 11i] r a 110+111 tis NBA J :J on.celoc locvania Heritage Engineering P-0. 9Qx sus Hnnlm AA- 72819 ,=FA{5o1i [501 }s,md 0 1` Z 0 cr) z L1J chi Z w Y� cc aJ Q Z 0 0 W 0 Z o� Z 1a1 a W 0 8 Ld W Lo W W a T N U N 3tn z in W M wxw HC: fRC.LWL fieu-GOD: 7 W K YSIIIffy• I:.a aarE nncr�x To" u US V xmre 7 • y 14 LLILO WE,! 0+ c4c; 14 W HI N V1 15:�MM& IS UR 15 wMaMo 0 112 1 YUE �Ij'a�'+1--4• W =.ez IT - Of ffif: MEWNOE offo�BC V>ti SHEET NG. 2.1 COPYRIGHT HERITAGE ENGINEERING 2015 OF A(jr �0 EMN�Na �a mmIM B r � ""�615 El6ti� 7�' 8LL tint" �J 3" LOWER FROM EOCE a \\ � Off• � ` OF EXIST. ASPHALT �'i8i�f89E FUTURE RIGHTWAY TO BE ` 9 y Englnee v MWU DEDICATED BY PROPERTY POINT OF TERMINATION % eP7" OWNER \ l . 30' ACCESS & UTILITY EASEMENT B'P1o7�t ++ Fink / CL DRIVEWAY & PROPOSED APRON �. AND EDGE KANIS 00. rl r• ` •'� �. s• rr ` S ^ \ CL EXIST_ ACCESS DRIVE' ` �• �Q -- EX15L 30 _tgE_6C£55 EASEMENT r I ) i Q —EXIST, 12' WIDE ACCESGATE S DRIVEfi0 � EXISTING i \ Z ______ -- \� 9�[T Z —EXIST. 30'rW�E ACCESS EASEMENT \ U) Lu J . Q Lu EXIST. DRIVE & NEW DRIVEWAY APRON PLAN " \ Z ro w o SCALE. •3w-1'-a'. N ^V < , m Y. z CL J' z \, IE �k LL] O IL a ° W Z of LLIO Q 9 \ Ln ,J w J - fir• 5 W Fr CL DRIVEWAY APRON ¢ U r 13 AND EDGE KANIS RD- 3 ilk B" THICK CONCRETE �• P. W I SLAB (3000) Psi CONC. .GAYS ... _. ........... EXISTING KANIS..... • .. ..r -.... ROAD -; • �• g�6y iaa�rn aoi}ooea SLOP_ E 3� SLOE 3 x ° CL EXISTING p nmac� u,m ACCESS DRIVE R ! Fa' `r ammml 39 kw ,° wI or ' �p ar ie un is aawn 12' O.C.- po9�f Ln a wAMUr I. spa w nr. rcira..asw. evas AS 9.WP, u�trevcr. uUwn Yr V4PoTtiGi crca"AT. uw TYPICAL CONCRETE DETAIL DRIVEWAY APRON DIMENSION PLAN SHM7Nm 1 S • 2,2 J CC) COPYRIGHT HERITAGE ENGINEERING 2015 J AFTER CONSTRUCTION, ELECTRICAL & GROUNDING COMPOUND SURFACE SHALL BE EQUAL OR BETTER THAN ORGINAL. SEE DET. A/3.2 i EXIST. FLAGPOLE TOWER I CENTER LATILONG A083 LAT. 34'45'45.35' N LONG: 92'2W42.65a W EXIST. GROUND ELEVATION (NAVD881 ELEVATION:640 FEET NEW VZW 4'xTO' EQUIP. PAD FOR GENERATOR. GENERATOR FURNISHED BY V2W. SEE SHT. 5.0 FG = MATCH EXISTING •Q R �>6 W aAj` VZW NEW ICE BRIDGE APPROX. (f) 10 LF. SEE SHT. 3.3 (E) ISO- MDNOPOLE W/ IS' E7msm CF. v� / 6 a1N VZW 11'-8'x1G-10 ha EQUIPMENT SHELTER, ELEV. EQUALSir ABOVE EXIST. GRADE, SEE SHT. 4.0 A S.D. le. kN � err d. �n a' toe rma r 3 s' \ IEi T Pa1lrrn AoL11 Mir Fe�A CONTRACTOR SHALL BRING �0 COMPOUND BACK TO ORIGINAL CONDITION OR BETTER -AFTER _. __.... _ _......_....,_..„..............M...._�.........._............... CONSTRUCTION IS COMPLETED. 0 CALL BEFORE YOU DIG - ORILL - BLAST 1-800482-'�9w7 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO SE THE COMPLETE INVENTORY OF UTILITIES IN THUS AREA IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATIONOF ALL UTILITIES jHRiETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE COMPOUND PLAN SCALE NT& FG = MATCH EXISTING .v VZW SPD (SURGE PROTECTION DEVICE) & NEW SINGLE METER IN EXIST.. MULTI —METER CENTER MSUAGE EllM113']R16 , na11S7 , NOTES: 1. CONTRACTOR 15 SOLELY RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING SHALL BE DISTRUBED WITHOUT THE WRITTEN APPROVAL OF VERIZON'S CONSTRUCTION MANAGER. 2. AFTER INSTALLATION OF ALL GROUNDING, UTILITY WORK, WAVE GUIDE SUPPORTS AND FOUNDATIONS 15 COMPLETE, THEN ALL DISTRUSED AREAS SHALL BE COVERED WITH MIRAFI 50OX FABRIC AND CRUSHED STONE MATCHING THE EXISTING COMPOUND SURFACE, MINIMUM STONE THICKNESS SHALL BE 4'. 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED AS FILL SMALL BE PLACED IN HORIZONAL LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACH LIFT SHALL BE COMPACTED TO MAXIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES (ASTM 0 1157). ADORTONALLY, COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EROSION CONTROL MEASURES. REFER TO SHEET 3.2 CONDENSATE LINE DRAIN BOX FOR HVAC UNITS, SEE DET. 8/3.2 a,k,1 I1J lieritage Engineering rwn mA n FAxI50m¢xryi Z 0 Z aw z M Y aW 2 �0 o LU a z o _ LLB 0 U 2 W J o� Z= J o w W Wi N u mm 3z W 'O K1 HEJM?.*: 201 3-00V �. werww: W1.1 run or^E 1148 as 1aauMwlez low 14 mmwo Alex 2 JURY 11 W W ai WllkW4: 04 MC 14 IIIL" "a LATas' Is APR 15 ' wew+wa 0 1R 1 rn.aiws rate wawa I._e mzlcmv ar. . fatAmmv. HOKAM tx m.. L-A SHEET No. 3.0 COPYRIGHT HERITAGE ENGINEERING 7015 NEW 15' TOWER -j— EXTENSION BY OTHERS PROPOSED VZW ANTENNA CENTERLING ELEV. =160' EXIST. 150' FLAGPOLE TOWER W/ 15' EXTENSION BY OTHERS HERBAGE ENGINEERING NO.1133 j Omni Site' Yes o No Sellette, Arkansas_Rev:3_02 March 2015 Proposed Configuration Note: Negative tilt Indicates UpTllt Sector Face Anti Antenna Band Function Antenna Make Antenna Model Antenna DIM H-W-D (Inches) Antenna Weight abs) Ant CL Height AGL Azimuth � Mech. Tilt 7001860 1900 12100 Ant Gain Adj Elec Ant Gain Adj Elec (dBcD Tilt dB + Tnr Lino! Llne Type Ant IT�A Twr RRH ,Alpha 1 7OD-2100 Rx0 / TxO AMPHENOL HTXCVJ631919RI00-T02-750 1102 x 12x 7 6 44-1 160.0' 3200 01 14A 2 1704 3 RFS LCF158-50JA (1 51811,1 2 No No No Alpha 2 ,Alpha 3 1EP— ha 1 4 - ---- Beta 5 � fotO / T)10 AMPHENOL HTXCVVt13I B 1 ORI00-T02.758 i 10.2 x 12.s 76 44. 1 180.E 65° 0° 14 4 2 17.04 3 RFS LCF 15�50JA i 1 5($' No Ntir NU Beta 6 i Bote 7 - BBtB 8 Gamma 9 70o-2300 Rx0/1x0 AMPHENOL HTXCWS21818R100-TO 2-750 1102x12x76 44.1 160.0' 2051 Oe 144 2 17.04 3 RFS LCF158-50JA 11 5/8')2 No No No Gamma 10 Gamma 11B Gamma 12 TOWER NOTES 1. FOR DETAILED TOWER INFORMATION REFER TO TOWER ERECTION DRAWINGS BY OTHERS. THE TOWER ON THIS SHEET IS SHOWN FOR GENERAL CONFIGURATION PURPOSES ONLY. 2. VERIFY ANTENNA HEIGHT, DOWN TILT, AND AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. 3. ANTENNA CONFIGURATION IS SUBJECT TO CHANGE. ANTENNA NOTES 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES EACH; AT ANTENNA, EXTERIOR OF SHELTER, AND THE INTERIOR OF SHELTER 2, CONTRACTOR TO VERIFY ACTUAL LENGTH ABOVE BEFORE ORDERING. 3. ALL COAX SHALL BE LABELED WITH BRASS TAGS AND COLOR TAPE TOP AND BOTTOM NOTE: THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. NOTE: PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. M t 0 EXIST. EQUIP. SHELTER TOP OF SHELTER - EXIST. 8' WOOD PRIVACY FENCE -.-,-� I• FINISHGRADE=99.24 EXIST. FLAGPOLE TOWER ELEVATION SCALE: INTS. - MOUNTS PROVIDED BY CONTRACTOR. MOUNTS SHALL BE DESIGNED PER THE LATEST ANSI/EIA/TIA-222. NOTE: 1. PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. 2-ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTHS SPECIFIED AND LIMIT RF SHADOWING. PROPOSED 150' STEALTH POLE W/ 15' EXTENSION W/ FIBERGLASS RADOME OVER ANTENNAS. (COLOR WHITE) �kz ANTENNA DETAIL SCALE: NTS. UE 5 E r Rrwrrr.DeFz Heritage Engineering P.o. Box sos Benton. Arlmnsss 7201E E3eOB38-E3e3 FA MNn.{50Y"1n.16 HVTArgoElglneeAnpJlel co 0 11� N Z O } / V/ Z LLI Y Q W E CDw w H Z z S Y z 0 Q LLJ J w° ~ Q 111 O W w w x Z W Z J o a- � J � 0 BETA e� W W o g _ AxM. 85° W Cn In LL. 3 o � � o X� W W W a � DC a N HE JOB NO_ 2D13-0087 FIE NAME: 7 W PLOT SCALE 1:96 0 ISSUE DATE I: 17 DEC 13 " ISSUEDATE2 10 NAR 14 W m ISSUE DATE 3: 15 APR 15 N_ WANING 0 trz I scP - NTs =� DESIGNED BY: - DMNTIBY: HERITAGE CHE" N BY: CAN SHEET No. 3,1 GO COPYRIGHT HERITAGE ENGINEERING 2015 �tE OF BUT AR R 4 HERITAGE r ENOINEERING E NO.1139 q � "a35 HO� �gl.L NAR� 4i i I wnsas Ris�:r J T00 ENGINEERNp FNCEIIENCE Heritage Engineering P.O. BOX 505 n- FAX (S0 W$B 2018 ve nwireless J�O�pd 7E� ehRd 10 R r�w�N�9urgit»M�+ar t�eCJ skyr17.0 G ieC 140 P ¢ 2 pa. CaTrraryt- Creek Park - r _:R Arkansas 3 -. � Garrse and Fish SITE NAME ��,m1gs1fl11 Q c SUBJECT PROPERTY T z web, _ _ - - - kanls 1?d Rd SELLETTE ARKANSAS Boy. W s dhn ¢� f E30] N� r Barrow VICINITY MAP zz U) z � w SHEET INDEX PROJECT DATA GENERAL SUMMARY OF WORK PROJECT DIRECTORY co w SHEET TITLE SITE NAME: SELLETTE DESCRIPTION FURNISHED BY INSTALLED BY VERIZON'S PROJECT MANAGER. JAMESBRYANT Q 1.0 COVER SHEET STATE: ARKANSAS PHONE NUMBER: 501 SHELTER VERIZON CONTRACTOR ( )805.8821 ` 1- COUNTY: PULASKI CELL PHONE NUMBER: NIA 2.0 SURVEY BY OTHERS GENERATOR VERIZON CONTRACTOR W AS BUILT COMPOUND PLAN 911 ADDRESS: 20001 KANIS ROAD MM 2.1 SPD (SURGE PROTECTION DEVICE) VERIZON CONTRACTOR Li W LITTLE ROCK, AR. 72223 COAX CONTRACTOR CONTRACTOR VERIZONS REAL ESTATE MANAGER: DOHA ALAMI = 2.2 DRIVE WAY APRON PLAN & DETALS TOWER/SITE OWNER: CENTRAL ARKANSAS LAND GPS ANTENNA VERIZON ON CONTRACTOR ADDRESS: ONE AED DRIVE Q J cn 2.3 IMPROVEMENT SET BACK PLAN DEVELOPMENT, LLC ANTENNAS VERIZON CONTRACTOR LITTLE ROCK, AR.72202 O Of 3.0 COMPOUND PLAN ADDRESS: 11708 KANIS ROAD ANTENNA BOOM MOUNTS CONTRACTOR CONTRACTOR PHONE NUMBER: (501) 905.2672 W 3.1 TOWER ELEVATION & ANTENNA KEY LITTLE ROCK, AR.72211 0_ > CONTACT: RANDY ALBERIUS JUMPERS VERIZON CONTRACTOR Q 0 3.2 COMPOUND DETAILS & EROSION CONTROL NOTES ENGINEER: HERITAGE ENGINEERING 0 ADDRESS: N/A HOISTING GRIPS CONTRACTOR CONTRACTOR Z 3.3 WAVE GUIDE BRIDGE, GPS ELEVATION, DIN MALE CONNECTORS VERIZON CONTRACTOR ADDRESS:NTACT SON: P 0. BOX 505 D PHONE NO: 501-416-Ml or 501-223-0497 DIN FEMALE CONNECTORS VERIZON CONTRACTOR ADDRESS: P.O. BOX AR V,I Q SECTION, PLAN &DETAILS BENTON, ARKANSAS 72018 CC GROUNDING KIT CONTRACTOR CONTRACTOR J G 4.0 EQUIPMENT SHELTER ELEVATIONS GPS ANTENNA KIT CONTRACTOR CONTRACTOR PHONE NO: (501) 939. 2303 5.0 SHELTER FOUNDATION PLAN & DETAILS PROJECT: COLLOCATION WAVEGUIDE BRIDGE CONTRACTOR CONTRACTOR W 6.0 UTILITY ROUTING PLAN VZW PROJECT NO: N/A CABLE LADDER CONTRACTOR CONTRACTOR '^ u) VZW CELL NO: 657 ENTRY PORT BOOTS CONTRACTOR CONTRACTOR V+ 6.1 ONE LINE DIAGRAM & SCHEDULES HANGER KITS CONTRACTOR CONTRACTOR 6.2 UTILITY DISTRIBUTION RACK ELEVATIONS & DETAILS ELECTRIC UTILITY ENTERGY CONCRETE FOR SHELTER CONTRACTOR CONTRACTOR N COMPOUND GROUNDING PLAN &NOTES PHONE NO: NA FOUNDATION, STOOP CONTRACTOR CONTRACTOR (n x N CONTACT PERSON: NIA (AS REO'D) F x 7•1 GROUNDING DETAILS, SHEET 1 OF 2 GROUNDING, TELCO &ELECTRICAL CONTRACTOR CONTRACTOR C7 z W T•2 GROUNDING DETAILS, SHEET 2 OF 2 TELEPHONE COMPANY: AT&T CONDUIT AND WIRING w g w C PHONE NO: NIA CRUSHED ROCK/GRAVEL CONTRACTOR CONTRACTOR x a 8.0 GENERAL NOTES &SPECIFICATIONS CONTACT PERSON: NIA 3 0 3 1n EAaH - 2013-001 8.1 SPECIFICATIONS z 0. 8.2 ELECTRICAL GENERAL NOTES TOWER DATA w w rEOT SCME: 1:1 TOWER TYPE: EXISTING FLAGPOLE TOWER w o U Is EGA1Ez 10W 14 DRIVE TO DIRECTIONS TOWER HEIGHT: 150'MONOPOLE Wl15'EXTENSION 3o E = rcauE onyx .6 I F 0 W 45uE 9AtE 4: :6 NOVNW I - PROPOSED ANTENNA CENTERLINE: - 160' AGL 1 o V ,sere oAr>< x is APR 15 FROM THE INTERSECTION OF HWY 10 & HWY 300 IN WEST LITTLE LATITUDE: N34-45'45.35" (HAD 83) rl N W a wARNIN0 ROCK GO 1.5 MILES TO FERNDALE CUTOFF ROAD ON THE LEFT. LONGITUDE: W92-29'42.65" (HAD 83) w 00 w 0 t7 1 N A ROUND ELEVATION: 6 GO LEFT ON FERNDALE CUTOFF ROAD 4.3 MILES TO KANIS ROAD. G40' v M �,; �� ,,,,•� LEFT ON KANIS ROAD 3.8 MILES TO ENTRANCE GATE TO EXISTING I 'w w w TOWER SITE ON THE RIGHT. PROCEED THROUGH GATE UP HILL TO SHELTER DATA I r ¢ ¢ ¢ 3CAlE Nrs EXISTING TOWER SITE. ! f!rt w 'w w DESIGNED-. uw SHELTER: 71'-6"x1V-1101.2'svws [[I1' Y > > > oRAwN er. HERBAGE MANUFACTURER: CELLXION L �! !aLn cNECREO Br:j ADDRESS: 5031 HAZEL JONES ROAD1BOSSIER CITY, LOUSIANA �.c_ SHEET N PHONE NUMBER: -- (318) 213.29M _ f GROUNDING- TYPICAL '0 COPYRIGHT HERITAGE ENGINEERING 2015 \ 1 Iz \ 1 40O 40 80 127 "I \IIIIIIIIIN IIIIIIIIIN m - �� Scale 1" = 40' 1 • mod• � { \ \ t + \ \ R \ \ \\ 'raNT OP B.:P r2r 3f/ l^C=55 L1f1Rli' �itE==f' LINE BEARING DISTANCE L1 S 44°44'1 W W 50.00' L2 N 45`iSW W 50.00, La N 44`44'1 W E 50 00' L4 S 45'15'S0• E 50.00' LS N 68'37'04' E 21.22' CURVE DELTA BEARING RADIUS CHORD ARC C1 106'C 2V N W-W10' W 100.00 159.96 185.35' --- --- . - - - I I I I {I i LEASE PARCEL 21 ,600 SOFT O,D6 ACRES 'wf 0, 3E_�W@Ya !'ixus PPRCEL /-_____NBS ,vy-I50.00'___ �71rrS 5iprrrs i 'rlru�ml3sslx 1 I I ♦ I � valt'a NI I$ IZ \' \ •4 \ 1 I " ,eunirrrflneam I k'I cOkrtc ('.bM-N). rlvl T--axRM e. . aeur+l+1w1 W: � �.V 1TS�TG 'lam Surve i's_No_ees 1. Bads of Bearings: Based on GPS observation on March 30, 20111 2. This survey H valid only If the drawing Includes the seal and signature of the surveyor. 3. This survey meets current'Arkartsas Minimum Standards for Property Boundary Surveys and Plats_ 4. Subsurface and environmerdal condidons ware not wmmined nor considered a pert of this surrey. S. All WlHles ware located by visible above ground markings as marked by utWay localors and shown hereon as located by Central Arkare as Surveying, In" survey field crews. NI utility locations shown hereon ane appmldmate. All Wllees may not have been markedlloceled by His appropriate locates. No excavation has taken place as of this data to determine the exact location ofe,dsting underground utilities shown on this survey. 6. Reid work complete March 30, 2010. 7. This Is a Topographic and Boundary Survey, & Pa el to 054R00400001I,10. 9. Owner. Johnny H. Bale Jr, 8 Sharon Baia \ �y6?, w p ` �dk l is SL d� �S qI. EIEV - G:S OT ! SITE 1 � ' ✓! C LEASE PARCEL 2,500 SO IT iI.M IAtitlN•}_rM1,1adI�4�,r LEL - ale it'-533, II Lary ..,%t 7A'a26o W 5in1rJ EI4Y. - t1 I V VWU- 41 DETAIL VIEW \\ tG G to sg w � Scale 1" = 10' 19, aati�tpFA�/�"rG7 ��r.-C-ES r tY+iAON q= E%�Z2 No.1766 a ` 'r4rq�Cpiis*���a r77ffrfllliNltRt51 REVISION 1 CORRECTED LEGAL 6 RNJ 5/412010 PARENT TRACT DESCRIPTION �aTP=ecsrL unrvbi+lit+. ;><f0e1e1591L x,Yc ,d5s:lva 19 or331.fo•f1yL1Y^Yfr.fd1Te 11 LMdL�rq egnr,d 6akt1PraltDd a+d exist af4'iifADx F5.lY4 CaNr.>;�n-myt7�Ca1MFW:rCf716L'L+6: F�1F:{'6�rv'-.�s+xnr radarW ilf 5t U •L1nd$ INli,4.Y1 Cai rnr5ry: _airn 1"t rarurdt or1ftt&7f]+we.ee 36 rn%Sld19 G rdK wen!! Wt, 36nN 1' ssY,�C1y'V T11 yyvnfnv y sae 95+55 Av Yct1!'G ew Na1nri el ice 36 atd'F sdH FelSY Dw l.755;U teara¢!rrr►"O:M11 a'sLlo%liF Y•,i.l°.clan{6+n7afOTP•1:4f•.+eRnillrr4t'stl.ar311rrceSxrr L40/1ECSI.81:2 sSa tl'1u Ncg11>• Foe I!YdaC. -l5 --V-W"rwfefWfxCNtl_04 F. SAL39i+b+�addliertllDanC I-°x7fr►;DiY:(4YNCEa'w'ysiiiL-V.'JIP•W. N.: ✓!•'dt917'+.:P W- L'hl,WvV tvtoli1 W r%tald'EA ME "ti 6#3G"t urea /A, Blttp t2 nih 0 s We3eco .p Swon5-e lroasrq lE A lE% wd 4lv'O to 3a.e,rMV f`e tat 54� Ire-1,1✓tl 5ttjcr 4, ,rgf,9411W*A P71t4A"Nark eg'wL'v.wlm FB4f1gl:+a'v.A w6v ti.Ct law four rx, ...riFrdrnuC Isar M.ia,fRlk.l, AYtIrdll Mu Yrer,a wrkeeeuWvraal ysr.lhm- plf'k+1113 JrV loran. ali Sit R'fA'/k,vr4C.attlyn f-31•'j iPni%�9K.WYl7iSSO Wt' S; lgr} is dhi all n�311ft, 54F111 $61M 1�1�%T +r 1141.QIH1M1167.3'talt irk M6:l i0rip.43 mr, Od sw 4Incgkn-- F7p 1h5usaw s CN1r,raa � WRIM P4K R Win 5diNg 15'*-M elt.lw-asntpwflR fyr136oM'V'g'k1 uto-OVen 156.4 tee:4ra It q JL 6i ft. l4r'il 14 ux,.twes< dm9 kF. M. r/kler ml9wsr"4tneEV WS''A wad 5e4aY,eg,n41CRi0r p. I.M46x En-4wqro ftuh1= 73!!w1a P11 t4J:..ws'c+t Mr it aril NE 4. µv SY rpweeovk16T 40% $1 "PL 51 see FMAW9 MN"I'wd dale Yr NlY 5t ire Iwo late Soul, -I rnme itthe SlY'4SE'/, salt' S'ecicn_'3:lne-�ce No e, 02 he35>+iN, 9a �C �9abrg Relves!&e �I sai]SW%', •�, 9Ys9c kal; vnraSruP eT rin0 40 iin :] roe Faa 1y1331en1; ranCA &in1144 n.� ;I0 min 59 w. Fa-1 �44241m1; ltac.=, Sxni 67 ysy 59 aft 07 tloond Enr91l•,L4 y4c.arrcel4r/,Ok51p 4 fre5. 3:+ jpT/j 0211e 1`. 9t" lI!6nq 70+rh9sK. Fast•OT.+i PatinftLm 2ro4p 1xtr[•.7i lac E7i1:6I.'61vYxALunlxreHHmSegae»31R115WV Wd5Klaldt er.c4raMdedq.t-sl-n.glK.cclydenp as7 Yxnrv.0 wa[wince NrrrlxCoaalu fddsw/Eatv9wlSnKMSalmo2 �af4nhDlr4�YMldxglwF�rvalwr 9NtLL.1*.0 1-Simdj^IJwill i4+dOn4�a4i1A7 4rt B TrILWrJ010v'�I4 LFSO u4D E�Lf9l rlfgY+rywtylr l{rlaNye LEASE DESCRIMON LE4SE 1`9M . Pan b- ne SO Ihwmst Oua•te, of She Scutivresl Cue el of Seclion 34, Tovmship 2 Norm, Race 14 West Plats 4 Ccuny, Afanaas,mee pariicuWdtrdescibetlazldbws: ConmenCing al the Sculneasl Corer el saltl SW'/, SW'/. Seclbn;i4, said Corer ABU Oft go filriead Lkr.rn a l D X. U,y.11 rxa .PLM Mtbny..5carwu rm.7l"'05n d* 00'k,. 64 sec. E.dAHHCs41dbip 8NtA4>a Dd1yISLY 1674; h.C4s Iva pelftha? of 7w wo b"Mdt oedl� tasM1.:eswn 44 ft",*.* W-L1Es1 for a distance of 5aOG feel: nonce North45 deg, 15 7*1 50 sec. West b a disc ce d 5000 `eel; Inence Noll 44 deg 4-1 n1t lU se:, East for a distance or a0 CD feel; nonce South 4S deg, i o clan SO sec Far fora ds!arKe of W W fae::e tie Point of Beginning, containing, (2.501 salt ). GLOB axe -a mee or less. 30' ACCESS 8 UTIUTYE J*NT An Access 811r4y Easerrrll paifly Ti40falln ridm.t500feetEiz1 TovvnsYp,2H071=oI7*I; jM�aCererVet71,C1eo'rle S-h',esl CIAaW of file x4Mw. dL'uYkr 01 SddCrt 34. .RYr�e 14YIlel,p,,a14ta4,y,ll�reac rls+1 PARa4Rv di :+4e51 a; raFytrt.' CyrYrten7lple vie ticiA>BBSs Caxrty taFJ SW L,Sk! SecsD+3�.so-7 G�neraAt7 trw due Hp elt'a_C01W u11,rc;C.OI W41 *)..M. PILWAL GIVW.!vein:,;;, vace.Nin gZA&U. 00 mP1, 54s 6ii itiD'q ix EZ Ire Msad$W 1A 9+1 tie PYa di CA 764.29 E`0.-71z1:a fa2mSir **-'5] nit 06 See Vkk;417 dII>< c;I50,GO Etc aen:a 5la.m+4 ylp.,.Jip'L fOstr. Ylal1 F.1D65aM1'YCI;O,pJ lgfc 6iAti•811'J7545 eeg 15mn. 53IIC YEeer tv.0 d1S' ay1% 5•^r-00 e6at� T6'tGk 11rs1 a! oyJ. cs ni+. f G seG Ly'S: 4-r ddlllLYde'5.901w1107n �rY cl BgTPrip staid �r5'rtw 0102aul9•f lnkn-w Pa kC.kig 6ail+�xrC die Kks�Yli 57A7 ca'9Y:YClt',3k%11ait lFY�48rhD.+13 r1kl.{lB Er+«Was: hY. ;'I ass tffee: 93055 de¢ 1r mF, 11 f WwkrSCSI 'setlslt,cFdYitingl- Otae btls(11A er111wA'*LD&%A.j 106 ft. Mr111,ASG. aledW 91176.1E 1,1s A Vol adou WW110Md dir"" II:' fk MIV dei oB rrljt, fo te> %VM tW 159M fT.RMR^f"Wftd)FdXva SM Site of mdorw z Siff do Wa dstance or 1B5,35 to the Point of Tangency, Wnh 47 deg. 46 MI1 50 sec E- la 146.52 `eet, NAI 82 deg 32 rein 26 sec EaP fai 3&53 $e : Swth B9 deg. 52rft.0 f W FJp AX a d51Ora-101pif:,501i10cl* 36 rah. 51 B6C East I7 7535 Kepi: 4Mff� 09g. 39 min. 45 W E!R U'EA 1p3lad[, item4•ICY L6 tip.3f rr'F'L Cp. Mt. ko t*MZ25140 Jtrm b3o eg 39MIn.97 r2r-Po0-70.211e61 alfrfe trim&a n' 1ftwAhaI S11d rowax tarleo ft f keti 7Ci"htlotl E� ago centedine cl eazemmi. p idnlna (28.CO3 s41t; 0 64 ryes mae cr fens, IS LITILITYE\SELIENT AIJAYFaSteRlam, being tIr W feetnui?.h, 7:u0"OlIteraW of mefelRrinydcxi)ed cenwNr±ipana! msS7uflvslf Wilygri$D,rihves15701erel$aOlan 34.i*m-*ip'e"Wilt, Harga I a Way Hbgi Cony.,bp11Las-mot, padt;S f1(' ,lesrdbed as I.11 s: C:m,nervingal the Southeast C!v-dsakiSW!'.SW'A Sedt:.1134, SAd(:ane being also the Nn:neazl Corer of Lot 3E. Chesil OOertc PII%W Counly, Arkansas; (hence, With 02 deg. W min 54 sec. East along ate Eas fne of said SW 1i4 SW 114 for a digaince or 794.29 feel: atetce Norh B7 deg. 59 nia 53 sec West for a distance of 150 OD feel: liana South 44 d*44 "1 10 sec. Wes: far a distanced 42 2B feel k Ra Portz CI Beglrrlrrg of..Id cenedne or easemenl: (rialto Scup 42 deg 4' min 48 sec Earl along sold ca tease for a distar of 253 A61eet!o the PNnI d Temim,li n or mid cenle fine of r'e,5dnen1 con:inl ig t3.BW s4(Q 009 aces nvve of lev, TOPOGRAPHIC SURVEY OF AR1338 SELLETTE LOCATED IN PULASKI COUNTY, ARKANSAS EXIST. FLAGPOLE TOWER CENTER !ATILONG (NAD83) LAM 34"4T45.35" N LONG: 92'2742.85" W Exf&T. GROUND ELEVATION (NAY089) ELEVATION: 640 FEET 45, El 4� /4,2w;' 8 ,>,L a� ,cm %75 (E) 150' MDKOP= W/ I E1rrE ooN c 4f ( 9' PG*ER RACK CEH1fR _... .. Of.. ... - AS BUILT COMPOUND PLAN SCALE =. W mjs-'�' ...__...,._ --- .Z . � .... el �u HMO Heritage Engineering GMDo go S,t.�%pA1,$�,a1M1F FA%jSPI�� 6 r1 w•�4A1C+i -�e� Z O a� U) Z W Yr aJ Q Z A O 0O LLI IL L 0 L) = W Q J � w z W _j W W � L.1 T y H tfp 3z , w m in NE" 11a: ]nt]-ow raE&Wte i > W w }yvlMALL I+a K R 4quc 0111Ck i0 � 14 N 't cmxom3v , AAT 14 W w 7 ummomc. 04 Tu IA inIsJMMT93 r 15AF11 16 WARNNO 0 54 7 DuAvem M. CRA1MM "C=br. SHEET W 2,1 HERITAGE ENGINEERING 2015 8�4 OP +i \\ � '.s \ 3" LOWER FROM EDGE ecrKc anaue � �' ` OF EXIST. ASPHALT ffigE FUTURE RIGHTWAY TO 9E \ E HHeTer,'irO g DEDICATED BY PROPERTY �'( \ POINT OF TERMINATION FAPOINTR3 OWNER \ T . 30' ACCESS & UTILITY EASEMENT B"u"' 7mTrt Ewa •- CL DRIVEWAY & PROPOSED APRON CA AND EDGE KANIS RD. CL EXIST----,_ ACCESS DRIVE' ^_ EX15T, 30 W10E ACCESS EIUEMENi __//� cul EXIST 52' WIDE ACCESS EXISTING GATE r \ ` ` 01- 0 _ ' ACCESS EASEMENT \ N W J EXIST. 30WIDE a EXIST. DRIVE & NEW DRIVEWAY APRON PLAN ' Z w o SCAL • Wir = T'I-. 4 \ a ca a-i r1 Z >< wo 0 F ZZ EL 4c� pF W a .3 m In pti CL DRIVEWAY APRON V) T O s. AND EDGE KANIS RD. w c j.- co 8 THICK CONCRETE Q. w X W SLAB (3000) PSI LONC. . _...�....... 9-28.DAYS ...... _....._ ..... ........_...._......._ N 5._D EXISTING KANIS.. _ _ ._. ^ r ROAD i • O•^ j �. 8`6 _ ....._._ . ._.. __._ _ .. ». _ ....__ _._...._............. —.... - miraaa� x SLQP $L03 ' s IFW CL EXISTING .. - _ ACCESS DRIVE 4 ratwwc Amawc ul23 INN" 34— s AM is 0 12' 0 C.__ x!" ems` r � gin. iy Ln Ln lT ru ,2 , TYPICAL CONCRETE DETAIL SCALE: I I=1 DRIVEWAY APRON DIMENSION PLAN S wim AS s t aaawcvar. Mr wmaw ; SHEET Nm 2,2 COPYRIGHT HERITAGE ENGINEERING MIS AFTER CONSTRUCTION, ELECTRICAL & GROUNDING COMPOUND SURFACE SHALL BE EQUAL OR BETTER THAN ORGINAL. SEE DET. A/3.2 I EXIST. FLAGPOLE TOWER I CENTER LATILONG (NA0831 LAT: 34'4645.35' N LONG: 92'2W42.85' W EWST. GROUND ELEVATION NAV0861 ELEVATION: 640 FEET NEW VZW 4'x10' EQUIP. PAD FOR GENERATOR. GENERATOR FURNISHED BY VZW, SEE SHT. 5.0 ,v rr ly FG = MATCH EXISTING .IL SRIs CONTRACTOR SHALL BRING COMPOUND BACK TO ORIGINAL CONDITION OR BETTER AFTER CONSTRUCTION IS COMPLETED. CALL BEFORE YOU DIG - DRILL - BLAST I-IM402•njgRa (TOLL FREE) ARKANSAS ONE CALL SYSTEWL INC. THE VTILITES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMA71ON AVALIABLF, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA IT ISTHE CONTRACTORS RESPONSIBUTYTOVERIFY THE LOCATIONOF ALL UTILITIES (W►' TER SHOWN OR NOT} AND PROTECT SAID UTILIM FROM ANY DAMAGE p`Qa f Jp' 7 . ♦f` oa " VZW NEW ICE BRIDGE-� APPROX. (#) i 0 LF. SEE SHT. 3.3 (Ej 15D' MGNOPOLE YIJ 15' EUMSION c iCJ W %OkLRr RACK 4y `�' �'I 4AA.11-uL7u1 e3 �q � Af P rn COMPOUND PLAN �y SCAM NM ti HFH17A6E H r �Flyif�1B1@3316 A� ,gyp �pycp NOTES: HEM } I. CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL EXISTING Heneeri UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING Engineering VzW11'-TxlW-10h7 SHALL BE DISTRUBED WITHOUT THE WRITTEN APPROVAL OF EQUIPMENT SHELTER, ELEV. YfRiZON'S CONSTRUCTION MANAGER. Mo.ea:ws er�tentiK. slate EQUALS*VABOVE00ST. I I am GRADE, SEE SHT. 4.0 S S.D. 2. AFTER INSTALLATION OF ALL GROUNDING, UTILITY WORK, WAVE FAx lia1.939m16 GUIDE SUPPORTS AND FOUNDATIONS IS COMPLETE, THEN ALL DISTRUBED AREAS SHALL BE COVERED WITH MIRAFI 50OX FABRIC AND CRUSHED STONE MATCHING THE EXISTING COMPOUND SURFACE. MINIMUM STONE THICKNESS SHALL BE 4". f 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED S FILL SHALL BE PLACED IN HORIZONAL LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACTHEHLIFT TO 95 OF r4I" DETERMIINEDUBYOF MAXIMUMALL RYBDENSIIYA SED THE MODIFIED PROCTOR COMPACTION PROCEDURES CASTM O 1157). ADDITIONALLY, � COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. �.+i 4 IS RESPONSIBLE FOR ALL EROSION CONTROL 0 uaeuy � �y `{.� rP� MEASURES. REFER TOR SHEET32 r4 Fs R` FG = MATC1i 2 u..erl fxlsnllc .rl p1���fO CONDENSATE LINE DRAIN BOX FOR HVAC UNITS, SEE GET, 8/3.2 E I. Y~�1 .ti VZW SPD (SURGE PROTECTION DEVICE) & NEW SINGLE METER IN EXIST. MULTI -METER CENTER z O aw Z � � a aW z z �o 0 W EL Q Wo W x 0 o - tn z J z W 1a W wa U/� W p V/ og ~ X LLI 043 i�i1 k F N Ve v :n nexm"o: 2DIS-per w w nm��e� 1t�E 1r �w>Ez 10 Lns1 u '^ Lsw�wrex a a T u w w e uwren: W MC 1e Lfl Ln Ln wu wree is AM /5 - - wA1wlwa ❑ 112 t uvcraoar. oura,nr. HMAfi oEc�er. uN SHEET No. 3.0 COPYRIGHTHERFTACc- ENGINEERING 2G15 NEW 15TOWER EXTENSION BY OTHERS [ I PROPOSED VZW ANTENNA CENTERLING ELEV. =160' EXIST. 150' FLAGPOLE TOWER W/ 15' EXTENSION BY OTHERS TOWER NOTES HERBAGE ENGINEERING i NO.1133 I Ornni Site" Yes ,i No Sellette, Arkansas_Rev:3_02 March 2015 Proposed Configuration Note: Negative tilt Indicates UpTlh Sector Face Anil Antenna Band Function Antenna Make Antenna Model Antenna DIM H-W-D (inches) Antenna Weight (Ibs) AntCL Height AGL Azlmuth (Tm Mach. Tilt 7001860 Ant Gain Adj Elec 1900/2100 Ant Galn Adj Elec Line! Line Type Ant TMA TWIT RRH .Alpha 1 7�z1m Rx0! TxO AMPHENOL HTXCW831019R100.TD2-750 1102 x 12x 7.6 I 44 1 160 0' 320e 01 144 2 1704 1 3 RFS LCF158-50JA (1 5/8'1 2 No No No Alpha 2° Alpha 3 Alpha 1 4 _ 5 700-2100 .r Rx0! Tx0 t30Ia AMPI1EN01_ HTXGVVb31818R10D-TD2.750 IID 2 e 12A 7.1j 44-1 1600 aw 0° 144 2 17 06 3 RFS LCF15e-50JA j 1 W-1 No No No gamma 9 2100 Rx01TxO AMPHENOL HTXCW63101BR1GO-T02-750 1102x12x76 441 160.0' 2050 01 14.4 2 1704 3 RFSLCF158-50JAi1518'1 2 No No No Gamma 10 Gamma 11 1 e mamma 12 7. FOR DETAILED TOWER INFORMATION REFER TO TOWER ERECTION DRAWINGS BY OTHERS. THE TOWER ON THIS SHEET IS SHOWN FOR GENERAL CONFIGURATION PURPOSES ONLY. 2. VERIFY ANTENNA HEIGHT, DOWN TILT, AND AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION, 3. ANTENNA CONFIGURATION IS SUBJECT TO CHANGE. ANTENNA NOTES 1. ALL COAX SHALL BE COLOR CODED AT (3) PLACES EACH; AT ANTENNA, EXTERIOR OF SHELTER, AND THE INTERIOR OF SHELTER 2. CONTRACTOR TO VERIFY ACTUAL LENGTH ABOVE BEFORE ORDERING. 3. ALL COAX SHALL BE LABELED WITH BRASS TAGS AND COLOR TAPE TOP AND BOTTOM NOTE: THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. NOTE: PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. EXIST. EQUIP. SHELTER — TOP OF SHELTER EXIST. 8' WOOD I PRIVACY FENCE FINISH GRADE = 99.24 EXIST. FLAGPOLE TOWER ELEVATION SCALE: NTS. MOUNTS PROVIDED BY CONTRACTOR. MOUNTS SHALL BE DESIGNED PER THE LATEST ANSI/EIA/TIA-222. NOTE: 1. PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION & ORIENTATION. 2-ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTHS SPECIFIED AND LIMIT RF SHADOWING. PROPOSED 1 50'STEALTH POLE W! IN EXTENSION W/ FIBERGLASS RADOME OVER ANTENNAS. (COLOR WHITE) N W � E S SETA AYM. 85" ANTENNA DETAIL SCALE: NTS. ME �J Herltage Engineering P.O. BOX 505 Benton, Arlmnaes 72018 fiol7m(501)a.1&2�3 FF% 8-1016 rl�&PEmE++71roer410 rnl 0 FA a } U W Z Y Q I-- z ZW ~ _ Z 11� Q O aW J uJ O J r Q W W W Z J �a Cn J Z W o g W r Cl)t1) LL. w V/ V— I) W X W W t > 3 W N >7E"40. 1D13-OOB7 F. E NA�7� tom] W FLOT SCALE'. 1:96 D ISSUE DATE I: 17 DEC IJ M Is UEDA— 10 AIAR 14 W ISSUEDATES: 15 APR 15 WARNING 0 V2 I h7S DESIGNED EY: DRAWN DY: HERRAGE CHECI(ED— E0 SHEET No. 3.1 © COPYRIGHT HERITAGE ENGINEERING 2015