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HomeMy WebLinkAboutZ-8570-D Map{� OF Arj� AR FA HERBAEwlwmeEA GE Y --1 HO. 11A � �J9 e1G!"z1•y NA00 Public Use Area"7J +�r - Heritage Engineering l (Do P.O. BOXws Benton, Arkansas 72018 FAX (50IR3B-MI6 + °': �f. �.`�� 'L,. :,•r'•I •� ww YwftWEnglnmdngml rive ■1 — F x .F F�f rl) nwireless zo..ok, 4D Carriage _ >' r Creek Park Arkansas 13 = . n Game and Fish SITE NAME CUn,missiDn SUBJECT y,^ PRpPERTY � �'�' _ � 27 1 •, ! Y�1�: r�:l �{�� - I W SELLETTE ARKANSAS � ! Bay. � G _ L3' •Lc .� - 30 F ... ..z�nnv 29 1 VICINITY MAP w cl)_j O SHEET INDEX PROJECT DATA GENERAL SUMMARY OF WORK PROJECT DIRECTORY D_ SHEET TITLE SITE NAME: SELLETTE DESCRIPTION FURNISHED BY INSTALLED BY VERIZON'SPROJECT MANAGER: JAMESBRYANT Z Z 1.0 COVER SHEET STATE: ARKANSAS SHELTER VERIZON CONTRACTOR PHONE NUMBER: (501)905-6821 Q O 2.0 COUNTY: - PULASKI CELL PHONE NUMBER: WA SURVEY BY OTHERS GENERATOR VERIZON CONTRACTOR W 2.1 AS BUILT COMPOUND PLAN 911 ADDRESS: 20001 KANIS ROAD SPD (SURGE PROTECTION DEVICE) VERIZON CONTRACTOR = W LITTLE ROCK, AR. 72223 COAX CONTRACTOR CONTRACTOR VERIZON'S REAL ESTATE MANAGER: DOHA ALAMI 2.2 DRIVE WAY APRON PLAN & DETALS TOWER/SITE OWNER: CENTRAL ARKANSAS LAND GPS ANTENNA VERIZON CONTRACTOR ADDRESS: ONE ALLIED DRIVE J In 2.3 IMPROVEMENT SET BACK PLAN DEVELOPMENT, LLC ANTENNAS VERIZON CONTRACTOR LITTLE ROCK, AR.72202 E Q W 3.0 COMPOUND PLAN ADDRESS: 11708 KANIS ROAD ANTENNA BOOM MOUNTS CONTRACTOR CONTRACTOR PHONE NUMBER: (501) 905.2672 w W 3.1 TOWER ELEVATION & ANTENNA KEY LITTLE ROCK, AR.72211 W o 3.2 COMPOUND DETAILS & EROSION CONTROL NOTES CONTACT: RANDY ALBERIUS JUMPERS VERIZON CONTRACTOR ENGINEER:w f^ HERITAGE ENGINEERING (1 VJ ADDRESS: - WA HOISTING GRIPS CONTRACTOR CONTRACTOR U CONTACT PERSON: P.OERICBO 505 c 3.3 WAVE GUIDE BRIDGE, GPS ELEVATION, DIN MALE CONNECTORS VERIZON CONTRACTOR a ADDRESS: P.O. BOX 505 ¢ ' , 1 SECTION, PLAN &DETAILS PHONE NO: 501 416-0801 or 501-223-0497 DIN FEMALE CONNECTORS VERIZON CONTRACTOR • " 113 BENTON, ARKANSAS 72018 a GROUNDING KIT CONTRACTOR CONTRACTOR 2 Z � 4.0 EQUIPMENT SHELTER ELEVATIONS GPS ANTENNA KIT CONTRACTOR CONTRACTOR PHONE NO: (501) 939 - 2303 W 5 J 5.0 SHELTER FOUNDATION PLAN & DETAILS PROJECT: _ COLLOCATION WAVEGUIDE BRIDGE CONTRACTOR CONTRACTOR Z CL 2 w W 6.0 VZW PROJECT NO: WA CABLE LADDER CONTRACTOR CONTRACTOR a 0 z UTILITY ROUTING PLAN VZW CELL NO: 657 ENTRY PORT BOOTS CONTRACTOR CONTRACTOR .6 ¢ 7 6.1 ONE LINE DIAGRAM & SCHEDULES HANGER KITS CONTRACTOR CONTRACTOR 12 a w X ELECTRIC UTILITY - ENTERGY CONCRETE FOR SHELTER CONTRACTOR CONTRACTOR O w Lu 6.2 UTILITY DISTRIBUTION RACK ELEVATIONS &DETAILS W >_ PHONE NO: NA FOUNDATION, STOOP CONTRACTOR CONTRACTOR = ¢ v 7.0 COMPOUND GROUNDING PLAN &NOTES CONTACT PERSON: A (AS REO'D) W¢ o a w 7.1 GROUNDING, TELCO & ELECTRICAL CONTRACTOR CONTRACTOR w Liz GROUNDING DETAILS, SHEET 1 OF 2 3 7.2 TELEPHONE COMPANY: - AT&T CONDUIT AND WIRING O O w GROUNDING DETAILS, SHEET 2 OF 2 Z Z PHONE NO: - WA CRUSHED ROCK/GRAVEL CONTRACTOR CONTRACTOR c L) a 8.0 GENERAL NOTES & SPECIFICATIONS w w CONTACT PERSON: — WA 8.1 SPECIFICATIONS > 0 LU ¢ a Z raf Nnur 8.2 ELECTRICAL GENERAL NOTES TOWER DATA e Ai worsc.lf Y TOWER TYPE: EXISTING STEALTH MONOPOLE ��/1 w w CC w Iss,.Eonlet ,owae ,4 DRIVE TO DIRECTIONS TOWER HEIGHT: 150' VV ! ¢ ¢ O m r55JEWC1 2 JULY 14 PROPOSED ANTENNA CENTERLINE: — 125' AGL w w w ,6SUE D\Tf 4 2E rn7r 1, FROM THE INTERSECTION OF HWY 10 & HWY 30m 0 IN WEST LITTLE LATITUDE: N34.45'45.35" (NAO 83) 4i f D•rE w 29 JULY ,s ROCK GO 1.5 MILES TO FERNDALE CUTOFF ROAD ON THE LEFT. LONGITUDE: W92°29.42.65" (NAD 83)J 4:� '?'? i `�' r 4�� 1?,� B wSirNtHNG + GO LEFT ON FERNDALE CUTOFF ROAD 4.3 MILES TO KANIS ROAD. GROUND ELEVATION: 640' uy Planning u 0-avel0(Pment f y1f LEFT ON KANIS ROAD 3.8 MILES TO ENTRANCE GATE TO EXISTING a;;�;fr Ct to C LI;tions ' d OR VVCF Perin TOWER SITE ON THE RIGHT. PROCEED THROUGH GATE UP HILL TO SHELTER DATA 6GLLE NTS EXISTING TOWER SITE. " r' DESIGNEDW: JEAW SHELTER: 11'-6"x16'-101/2"SVWS01 r•\r.'.7• !S� z DrtAWN BY: MANUFACTURER: - CELLXION L.r „-: r+;,�j r• .-�� r� ADDRESS:- - - 5031 HAZEL JONES ROAD r cNE+x." ar. �.i� i� I)�.i!ltas IC>Iw e � 1r-1.v�1ED BOSSIER CITY, LOUSIANA JI j L: f�i__; �', �'li's:; Tl-.): i `iiil!'I" SHEET No. PHONE NUMBER: (318) 213.2900 R GROUNDING: — TYPICAL © COPYRIGHT HERITAGE ENGINEERING 2015 0 � � �i/�]p' M,h,^,x4slatTJrtc'•=.we F' \ •� � Y Ay406:1p14 I \\ 4 Scale 1" = 40' � ` I 1 \ \ I\ 1 � 1 ` LEASM I r` \\ 2SEE 90F1 006ACRES N n, v r'01nr of =EG•mar =VNT OF BEr£B. �/ rLE:i=r';.a(Z- Y:Y:C-`SbunLIN E'3EO1N � I N B75B95° W 150 00- I ELR' MIX �F1L R7Hii•JT_ 1 1 � Is'urlLm5c58y®a�t 1 ry LINE BEARING DISTANCE ?Ion iafT Iw L7 s 44*4410' W S%W L2 N 45'1550' W 50,001 \ N L3 N 44°44'10' E 50.W \ \L \ \ Z L4 S 45'155A' E 50.0d \ LS N 6&°37'O4' E 21.22' \ 1 � \ CURVE DELTA BEARING RADIUS CHORD ARC �yy\ \ IrMD.FN %F.x><sru Cl 1W'0&'29' NO2°06'10'W 100.00 159.96 1853V RE81H H ELECIFI:SL3 .. °OI.Y OF-VAT:WYI I _ WomrivaNvo I 91 a0N-r;r 101111EN 1•F111 rNl. riser. - - - - - - - - - - ------� raut�cTcn1�� Surveyors Notes: 1. Baels of Beedngs: Based on GPS observation on March 30, 2010 2 This survey Is valld only If the drawing Includes the seal and slgnalwe 01 the ..-yor. 3 This surrey meets current'Arkaneras Minimum Standards for Property Boundary Surveys and Plats. 4. Subsurface and erwlronmenlal conditions were not examined nor considered a pan of this survey. 5. All utilities were lowled by visible above ground markings w marked by utility locators and shown hereon as located by Central Arkansas Surveying, Inc. survey Held crews, All Willy locations shoam hereon are epprmdmele. All udflhw mey not have been marked(localed by the f4wMpr(a1e WwL*rR N(10+.f�+�Boe11rO51�1LIN1 Q4'1M 1t W7d{ I ID determine Ole 41mG Iwalon of existing underground utlOdes shorn on this survey. 0. Field work complete March 30, 2010. 7. This is a Topographic end Boundary Survey. 8. Parcel ID /f54R0040000100 9. Owner. Johnny H. Bale Jr. & Sharon Be]. DETAIL VIEW 1P 0 10 26 90 \ Scale 1" = 10' r y'4�0 SITE, , f >on.4 2 vA iA •�� \t15L511111 I f 1 f f 7ltry \_A<,oFAUkyi��, -� suavEMc L ceRrRAI. URY =� rlN �L g= No.1766 'y ryf��1ItIfi11f 4a\l�O REVISION 1 CORRECTED LEGAL & HJW 5/4/2010 PARENT TRACT DESCRIPTION F.in el Section 4 lowhshlp 1 N.,n1 -large I \`lest and pan c4 Sechns 33 and 31 Tw..1b 2 Nonh, Rangy tI West Wo III. cl DAnrla_nbsa and ScAr,of loans ri^od, FLbsd Count', A'la iron:�FLLA,de¢bdas Ictl_lK: Becirdho o!'he.^.ou'nwst 1.v'+rn: rheRVI Yr 1'. 'A sod Se` inn 11. and co -mar 1m'M n!. I'na Nn-M .I rA'nrc d 1.136 (;naml rims-F, F:hNi Crlrry A:L nc1 1TErce Mb 87daq 26min 1- sad West song Ire Sou hI'ma of dSYI'/+SV/1A Celrgalso the III IE of LctWarJ37 stitl Cheral a na, 754u21eere. the Norheasl Darner of lra NEVNE'/: said Sec9ar:{ been also v:=VcNnt l-a, c!,N_o F;Lerc 02 dag 05 rrin 22 sec VI" a,"` he Ease Or. of sad NE A NE'/, Oelrq Uso ee V/eV B^e of _rn s 37, 79 39 aM <C, saG CFnul Drn;rs. taw' F91ee1 tits 3ruUussl co na o1 Bald NE / NE'/:: IYxa VcnT 6' d[51 13 orb^ 18 sEc Wes abng he S.T. Erie a Bald VE %: NE 464233 leer das eNon, 3J deg 12 inn ]2 sn: West contiruing aimp the Suh lire of sad KE'/+ 14E'A and abng lM.3-r, 11, e cf U'eNWVNEIA,s:Id Sclrr41°Jb8°91re1pa pnhl On Ne Noon righlLl�r.ay In=01 P.utirgame ittl o-ihp_EOOfeelfromrre J ce rC'U re Urnwf lw:te Nu9•nr,le'y alufg sail Nulll rrgl WLnV7 ire lie lWUxiyULwi:gs and:Fslwrac 11J WN145 dag, 19 nln 23 sEc VIes1 J2:i leer f2) No4: 4.- tleg 2mh. 02 sec W'esl 21B 1 B lnL(3) Norm 4'a dag 28 min 34 sec V19SI 12L fie feet 1' I) Nonh 4/ ' it T.01 mplle Ol sec. Wes 61.3' Ir.¢L (S) rhti^ :7 r7r'p:3 mJn.Oo vc. FVesl 159.141xr (6) Nom S:i Uaq. 9 min..'3 sec Y/ast 1287 reek FT NnUt 56 deg- 25 n:In.04 ;r. YJest:S'd,VO r+G Nonh 56 Ueg. 21 nlrt 38 sz. V/esl 212.93 reef i9) VerN 56 CEa. 1 A mF-. 46 sec YJBs1 -.12 fear: f10) Not, 50 deg. 11111, 01 secondll l 15611111; and it!! No. 61 dep :9 rail, 14 seG 1Nesl OJ 9i lee t a ed^Icrme\Yes101 S31,1 NE Ur4 A xkl4etl rh 87 dace Nam 0IM%n'i4T Lh r azEC.h onat]najtiri%tIMS16.711-I1 Ron Npliw=_=corarol 53WNEY NYJ '/, .^+-[.� h87 deo SA mi151•X.JT4¢rylteNa'!:k•e al sail t�Sl idyl l47}};r sEl to l"e SaeAP lceriseNhie RV/,SEY:said 3ct'9cn 23::hexa No In 02 deg 1 S+Ir,3Cs-,5hs1 a long he\Vesl ire of sad SW V,: SE'/,, -02clet,; CwxsSr, nT B1 n?g 10'-. 27-Fn.1 1311%11-:I1a Sau,14 de0 :tn min 59 a r,.nIR9424 I-r; III— F.111, 67 dag 59 ai, 01 eeca d Er.1211. 98 lee:theme Nonh 02 also !O m1137 set. East 712 02 kel- halze Sauk 88 da0 2a aria. 53 sec Eat -tw /a Ieii Ihexce NUN 2J deg 12 Mr :15 sec Earl[GO 331 Fepdnl In 0,, Ian 1ria.1119 SW'A S"/'/:, S:.d SE[Ibn 3i; ?Yte]trFh BB d^�ce -5 mil. 49 sec. Snell:I-1 Nonh Ire,11261-11, lit' Nor 11, %; Rerce Sash 02 Ov}ipnb.00 sec.W'ezlal.n:l are F3,16n3�ti51'7 'A S1V'la bNga`a1lla W'ea B':aOI _nlu 11o311&N1Che:d Gavels, 13t1.00 k_el to he PeYval Begnrlrq LESS AND EnCEPT lh.dghl-11.11Iy lyr:k Road - LEASE P*CEL A Pane Ile SOLihvrest Cualer of the S-ILI eat Cuaherof 3e:.;:oa 34,TovmJup 2 Nonh Range 14 West Pulasd CCunry, erlan-, morE panliculait' described as lollovrs: Commencing at the ScLOleasl Ca her of said SW'/, SVJ'/. Sec5en 34, said Our, he alsu beirt l l'i- Pkalnessl Co-f ter N I o 36,C1fieN Ihlv:ns, Pula -A (atunq•, Ark r-: II genre Nxa107 deft. CO htin.:A serve East along it Eas: life of said SW 114 SW Ifs fa- a dis:one of 784.291eEt: therIoe Noah 67 deg. 59 min. 05 sec West for a d sen[e of ISO 00 feet ul the Point of Begilnlrg of the land herein das.:rioed; tierce So1M 44 deg 44 mart 10 sr_. West for a dis!ane o! 50 00 feel hence_ Nolh 45 deg 15 min 50 sec- West tora disLartce of 5o 00'eel: Lhahce W1h 44 deg. 44 rill 10se; East fora distahceol b000 leef:l-lence South 4bdeg1b rtirL b3sec East I— CSSL eof SJOC' lee -0 tre Pdhlofbaginning,conldnhg (25Wsge}QO6s.1esntxecrI- 30 =CCESS & UTILITY E45EN.ENT An AccessE U:iliy Eas2men[beina 3Q0.'t!eel in aritlLh,lS lb leEl eldr side of lne lotlruvrirg'deaC'Ided CEnlErLne: Apart. fe, '.ioe:haJzst Cuarter of the EicutnV.'ed Orlarler dl Sec1icn 34 Tormship 2 Nonn Pang.14 W6a PLIa ki Count', Aransa_ nore particLSry desc4bed as fcllews: Commencing at the Southeast Corner of said SN'i. ON 4 Section 3d. said Comer also 6Arg 11. 11A Ores. Cou:e-.1 Lu126 Claanal Day.+u Pu!asi,r Ccunly, A Wr ,: lience tUIPl7 dey. 00 min 54 Wit: Eas along the Ease line of s Idl S,W 114 SW 1/4 for a distance of 784.291ee:; :,rice Mona 67 deg. 59 nlir. OS sec West *or a disrt ceof 15000 lee: thence Sceth 44 deg. 44 m,n 10 sec. West Icaadsenoec1501Z31ee�: Vlenw Nx9145 deg 15 min 50 sec West for a dlslance of 5003feet! v erree North 44 deg 44 min 10 sec. Cast Icr a distance of 25 00 feel to are Paint of Beginning OF sald cen:erine of easemen Pence lne 101invAng tcerings artrl dsancrs ddhg sa'd cxr!eAfls of easement: Fkn 40 deg. i6 min, OB .e!:. We.l dr 216 9B !eat: IIcnl 55 rfEU. 11 rttin, 11 svc. West ly 54.61 'vet In IhE Pain! of (:urval:2 of a curve to Yterigla Lhal rods a Jelin Angieall 106 dag. 08 rNh, 29 s-, arudius of 1050feelad a chard bavi-g and I I• h al the of sold cuve to then 10'a d'starce of Np1n 02 tleg, 06 min 10 se ; West Ip' IF,g9E e=F. Ih=_rlce hrl e?y along gh distxca Of 1d5,351c the Point O' Tangency: Moan 47 deg 46 nil 50 sec Eas: to, 146 52'eal: 14dn 82 dag. 32 niin 25 sec. Fast for 3658 fee! South 8 6 deg 62 min. a- East for a diserrtce of 3510`.1,' Saul, 66 d:g 26 min 51 sec. Fasl!or /5 361eel; North BS deg 35 mlo 4b sec Fast 10' 6b B9 feet: Nora fib deg 31 mh 01 Sec East to: 2122 !eel: A rh S3 deg 39 min 27 ran_ FmI In, 70.21 I& .r In the railed- art Knrnfs Road skid 1:rinl rdre heing the P:tart n1 TErrlln31k1n:tl rlVl cEme:Fre of r!1`,Ynw_nl. oonlwning !2$CA3 sq,e.; 0.64ir Inoieorlesa y5'UTILRy EAZIEME T WhyF_asearen: being 15:J0 Teatm veld h, 7.50 feet either side of hie IGbJAng desclbed centslne A Pa'1 of the COU11 eat nEr Of in. S.Ah-=_I Dodder of Seellon 34, IaJ.nsnlp 2 Warn Hange 14'Nest, PAaskl Ca.ny, A ardas more parucutWly desC.alaxl .as fellows: Cdlnh-unn al the 3uullleasl^cmel of s,!it SW Ya:W'/, Sw;Ibn 34 :aides na tairlie Nhr:heest ov Corner of Lot 3E, Chervil C1S. PJIJs4 Cduny. '+kansas; Pence North02 deg Conran. 54 sec East along 9e Cas! line of said SW 114 EW 114 -or a distance cf 794 29 leet: thane Norte 37 deg 59 rhin 53 sx West for a diSerioe 01 15000 f­ : Hence %ulh 44 deg, 44 nil 10 sec. W s: for a distance of J2 29 feet 1, the Rant of B.irring of said cerhaline of easETlene there Scup 42 deg 44 min, 4B sec Last a'cng said cenledirefora asah of 25398 !E t b Ole Poihl of ahlnallonof Srrl carle-o" o1 adamant can ainlhg (3 800 sg I 0 01) Wfes more or lea^. TOPOGRAPHIC SURVEY OF AR1338 SELLETTE LOCATED IN PULASKI COUNTY, ARKANSAS EXIST. FLAGPOLE TOWER I CENTER LATILONG (NA13831 LAT: 34"4545.35' N LONG: 82°29'42.55' W EXIST. GROUND ELEVATION_{NAV08B] ELEVATION: 640 FEET AS BUILT COMPOUND PLAN SCALL PITS, KMAGC ENGEKF.F_MW no.1n2 , WWI Heritage Engineering PXL BDXM Ampmm PA]I (i01P Lu .40 Ci) n- Z 0 z z Ld IY Q J z n VC LIL 0 ZZ r fn O W U og r V 1+1 1Exom. "11-0061 _ FLEMs1Fr > taI FLIFBU LL, 1146 [14UL WiE>t 1a 11Aa 11 N Y 6 CA1E2 2 .ALLY 14 W W 7 7 d&CDUE& GI 0CC 11 N N yy d3ei GL1l1 2/.NLY IS W AMING 0 W 1 C@J®IIY. SHEET No. 2.1 COPYRIGHT HERITAGE ENGINEERING 2015 9s� 9rr fiA � OF A �M {�,Nd 1133 �Af BGi�`'••- �f \ 3' LOWER FROM EDGE .1 , . OF EXIST. ASPHALT Heritage FUTURE RIGHTWAY TO BE �$o Englneedng DEDICATED BY PROPERTY by POINT OF TERMINATION PA BOX ws OWNER �r 30' ACCESS & UTILITY EASEMENT mmftk Ad °"r'>=s /A r CL DRIVEWAY & PROPOSED APRON Go AND EDGE KANIS RD. � ,, ol cL Exlsr. ACCESS DRIVE / r �• �`rV r ��� ■� EMENT // t r r t V f —EXIST. if WIDE ACCESS r DRIVE— EXiS1iNG GATE W________ - _ EXIST.0' WI 3DE ACCESS EASEMENT \ y J {A NO Lu EXIST. DRIVE & NEW DRIVEWAY APRON PLAN � \ � Z Z o `1"9� a O a J o Z \ as W LU a yJ Q LJJ Q . x T co o� a `Ay CL DRIVEWAY APRON X AND EDGE KANIS RD. W V THICK CONCRETE SLAB (3000) PSI CONC. A 26 DAYS r EXISTING KANIS RD ie a: 5' ROAD -0" SLOPE 3" SLOPE 3" a + CL EXISTING ACCESS DRIV � - ii . _ •.• a •r�L f..^^����. TOP do B[MR TYPICAL CONCRETE DETAIL SCALE- S I Z- = 1--Ci' DRIVEWAY APRON DIMENSION PLAN S E = 2 -IW tv$ .. . ... s >�xw to: cols-am5� rtc r..tc W ptorscoM k170 b9E 6a11: 1; 26 NOY N tV wxtwmL "JAI t5 W N VCN(M G 0 12 1 AS o�M - � - ,ER,tAGE eeuet6r uN SHEET No. 2,2, COPYRIGHT HERITAGE ENGINEERING MIS AFTER CONSTRUCTION, ELECTRICAL & GROUNDING COMPOUND SURFACE SHALL BE EQUAL OR BETTER THAN ORGINAL, SEE DET. A/3.2 EXIST. FLAGPOLE TOWER CENTER LATILONG (NAD83) LAT: 34'4T45.3.7 N LONG: 92'2W4Z65' W EXIST. GROUND ELEVATION NAVDBBI ELEVATION: 640 FEET NEW VZW 4'x10' EQUIP. PAD FOR GENERATOR, GENERATOR FURNISHED BY VZW, SEE SHT. 5.0 CONTRACTOR SHALL BRING COMPOUND BACK TO ORIGINAL CONIJITIDN OR BETTER ' AFTER CONSTRUCTION IS COMPLETED. CALL BEFORE YOU (& DIG- DRILL- BLAST 1-900-482-BRU (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE. THIS IS NOT WLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILOIES IN THIS ARFA IT 16 THE CONTRACTORS RESPONSIB43TY TO VERIFY THE LOCATION OF ALL UTILITIES {WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. COMPOUND PLAN SCALE. KI M. VZW 114rx19=10j4 EQUIPMENT SHELTER, ELEV. EQUALS t9' ABOVE EXIST. GRADE, SEE SHT. 4-0 & 5,0. VZW SPD (SURGE PROTECTION DEVICE) do NEW SINGLE METER IN EXIST. MULTI —METER CENTER I. CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING SHALL BE DISTRUSED WITHOUT THE WRITTEN APPROVAL OF VERIZON'S CONSTRUCTION MANAGER. 2. AFTER INSTALLATION OF ALL GROUNDING. UTILITY WORK, WAVE 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". 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED AS FILL SHALL 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 D 11157). ADDITIONALLY, COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. 4. CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL EROSION CONTROL MEASURES. REFER TO SHEET 3.2 CONDENSATE LINE DRAIN BOX FOR HVAC UNITS, SEE DET. 9/3.2 � tJ YIJiIXlIOIC✓fFSilq Heritage Engineering PLR INU 50 &nmA AAX b MIN ILa1I7200.2sad .re "isal c0 0 owlw LL) d o N a O z Ld z 2 0 a O W a O ~ U a W -d W J ►- a J H 0 W W cn <I co x w w 3z og wDoi� Wa a ,Si i ""c Tau -scar n.c.A4* C � vfafsCNE 1Nb 6sfi GA72 fa 5:W 14 'n Ix,1E,u$S 2 ALT 14 tSAI'a4,CS dl GCC 14 Vl N N 1n Lmc CKM1 29 Jay T7 WAS TNO fl In 1 OEaID Ir, UK SHEET No. 3.0 © COPYRjGHyHERITAGE ENGINEERING 2015 0 EAST 1W STEALTH MONOPOLETOWER EXISTING ANTENNAS 14G� EXISTING ANTENNAS 130' f PROPOSED VZW ANTENNA CENTERLINO ELEV. 12B 14D' -rn\Arco 9anscc HEWTAGE ENGINEERED NM 1100 j Qinni:srte_Proposed Cant uraton Note: NegatYal[It Irdlcatrc LpTlit , 2 SevbGT Fare A" AMenaa Sand Fuhcuan Antenna Make Atnennn Modst Antenna DIM H4.0 0neheal Antenna Weight obsj Ant CL HeTot AGL Azimuth tTrA Muck Tilt TOO1950 ArtGalri ACU Elee 'l900721D0 Ant Gain A4 Elsc L{nN Lin:Type Art TMA .Twr RRH A a i 7rnNr+r A}a H6L fii LYitB31Bi8��EG� i0 ZiffkfR' = ��f� = 00 G 3-- _ .... ha Alli- min...- . 5:.�v._.-.r. _ r:. x-: ---.; _ - 6eCa 5- - �� lv1•P�- f — G0�- - -• --�'I -- :� .��d33� .��a7D°= �:=.8 ^_. -- - �;lq?}= =��_ � --t�(1� : �5i�S5(t3A; i3f8 - ______ �� ��- � _ - = 0. Baia 8 5p"--""--."-`'— -- _- _- - - - weer'-�•-� - - EEO -��.•- -�-' ��1�.� 9GIG 8 ' Sp'° � ;--ram -•� •��_ -�� .._.`--,"`" -_ - Ca8n11T43 9 ;mgnil �:. ' s;F�` � 70 spaa ti : ' • - ig18R�- .,---•w•;:� =-,'tf3�3�:1�6= :.M ��35D� �� ��[_F� ����`� �_. _ ---� -..� A� �R '� `- SBA= - � = a �1�1-` Garlurla "=- 10 .`mot-�s3 �-��f,''_-r'. �s-�•�s-..�-% � -- .. a-� 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 ISSUBJECTTO CHANGE ANTENNA NOTES 7. 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 TTHE 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 dr ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION h ORIENTATION. — EXIST. EQUIP. SHELTER TOP OF SHELTER EXIST. 8' WOOD FPRIVACY FENCE Pi NI SH GRAAP=9924 EXIST. FLAGPOLE TOWER ELEVATION SCALE MS. MOUNTS PROVIDED BY CONTRACTOR. MOUNTS SHALL BE DESIGNED PER THE LATEST ANSI/EIA/TIE-222. NOTE: 1. PRIOR TO ANY CONSTRUCTION VERIFY ALL DATA & ANTENNA ORIENTATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROPER LOCATION k ORIENTATION. 2- ADJUST ANTENNA MOUNTS AS REQUIRED TO ACHIEVE THE AZIMUTHS SPECIFIED AND LIMIT RF SHADOWING. EXISTING 1SIP STEALTH MONOPOLE N W E S. BETA Cc ow AV, 85S' iw w �Uu ozi r 1.+W �= Z = w aa K C � In < M N in I=A N In !9 ANTENNA DETAIL S. G7 .c.au 4a ��'LL xARN H � �,a�,o,.= EM Heritage Engineering RCL eaxaas SWK^rjkn ?amI W W J Y N 0 z Z Z z Z atl = Z 0 Q Q a LU � w J 0 O cn cf) H w X W 2013-ee6'+ nLTRALU 1-06 !Su -: 10 um iJ WE 2 My 1� 139uE atils• 2 U49CH 16 m'l�ohies 19J11Lr 15 wMV14G 6WJ= IrA cdsaseur 0w 9r- Ht+all4i Om®9F rJq� SHEET ft. 3.1 (C) COPYRIGHT HERITAGE ENGINEERING 2015 ver►� wireless SITE NAME SELLETTE - ARKANSAS SHEET INDEX PROJECT DATA SHEET TITLE SITE NAME: SELLETTE 1.0 COVER SHEET STATE: - - ARKANSAS 2.0 BOUNDARY SURVEY (BY OTHERS) COUNTY: - PULASKI 2.1 911 ADDRESS: 20001 KANIS ROAD EXISTING COMPOUND PLAN LITTLE ROCK, AR. 72223 2.2 DRIVE WAY APRON PLAN & DETAILS TOWER/SITE OWNER: CENTRAL ARKANSAS LAND 2.3 IMPROVEMENT SET BACK PLAN DEVELOPMENT, LC 3.0 - COMPOUND PLAN ADDRESS: 11708 KANIS D LITTLE ROCK, AR. 72211 3.1 - EXIST. TOWER ELEVATION & ANTENNA KEY CONTACT: RANDYALBERIUS ADDRESS: N/A 3.2 COMPOUND DETAILS &EROSION CONTROL NOTES 3.3 WAVE GUIDE BRIDGE, GPS ELEVATION, PHONE NO: 501-416-0801 or 501-223-0497 SECTION, PLAN & DETAILS 4.0 EQUIPMENT PAD PLANS & ELEVATIONS PROJECT: COLLOCATION 5,0 EQUIPMENT PAD PLANS, SECTIONS & NOTES VZW PROJECT NO: N/A 6.0 — UTILITY ROUTING PLAN VZW CELL NO: 657 6.1 — BREAKER BOX ELECTRIC SCHEMATIC ELECTRIC UTILITY ENTERGY 6.2 ELECTRIC SCHEMATIC & POWER RISER PHONE NO: NA BLOCK DIAGRAM CONTACT PERSON: N/A 6.3 — UTILITY DISTRIBUTION RACKS, TELEPHONE COMPANY: - AT&T ELEVATIONS & DETAILS PHONE NO: N/A 8.0 COMPOUND GROUNDING PLAN & NOTES CONTACT PERSON: N/A 8.1 GROUNDING DETAILS, SHEET IOF2 TOWER DATA 3.2 GROUNDING DETAILS, SHEET 2 OF 2 TOWER TYPE: EXISTING STEALTH MONOPOLE 9.0 — GENERAL NOTES & SPECIFICATIONS 9.1 SPECIFICATIONS TOWER HEIGHT: 150' 8.2 — - ELECTRICAL GENERAL NOTES PROPOSED ANTENNA CENTERLINE: 125' AGL LATITUDE: N34-45'45.35" (MAD 83) LONGITUDE: W92-29'42.65" (MAD 83) GROUND ELEVATION: DRIVE TO DIRECTIONS EQUIPMENT PAD DATA FROM THE INTERSECTION OF HWY 10 & HWY 300 IN WEST LITTLE EQUIP. PADS: 3'-0"XB'-o" & 4'-0"x9'-0" ROCK GO 1.5 MILES TO FERNDALE CUTOFF ROAD ON THE LEFT. MANUFACTURER: MIA GO LEFT ON FERNDALE CUTOFF ROAD 4.3 MILES TO KANIS ROAD. ADDRESS: N/A LEFT ON KANIS ROAD 3.8 MILES TO ENTRANCE GATE TO EXISTING TOWER SITE ON THE RIGHT. PROCEED THROUGH GATE UP HILL TO PHONE NUMBER: N/A EXISTING TOWER SITE. GROUNDING: TYPICAL OF RGp� LL HERrAGE N Y ENGINEERING aV NO. 1133 Q J � �xt„ PubkcUseArea '-I, Onsas River Lt f I Lr I o Ch°n 1 y 2 k L — 40 �o Carriage I � , � to Creek Perk _� 3 .. f— 4yane w �1 SuBJECT PROPERTY " - - — I kanii R t GENERAL SUMMARY OF WORK DESCRIPTION FURNISHED BY INSTALLED BY EQUIPMENT PADS CONTRACTOR CONTRACTOR GENERATOR VERIZON CONTRACTOR SPD (SURGE PROTECTION DEVICE) VERIZON CONTRACTOR COAX CONTRACTOR CONTRACTOR GPS ANTENNA VERIZON CONTRACTOR ANTENNAS VERIZON CONTRACTOR ANTENNA BOOM MOUNTS VERIZON CONTRACTOR JUMPERS VERIZCN CONTRACTOR HOISTING GRIPS CONTRACTOR CONTRACTOR DIN MALE CONNECTORS VERIZON CONTRACTOR DIN FEMALE CONNECTORS VERIZON CONTRACTOR GROUNDING KIT CONTRACTOR CONTRACTOR GPS ANTENNA KIT CONTRACTOR CONTRACTOR WAVEGUIDE BRIDGE VERIZON CONTRACTOR CABLELADDER VERIZON CONTRACTOR ENTRY PORT BOOTS CONTRACTOR CONTRACTOR HANGER KITS CONTRACTOR CONTRACTOR CONCRETE FOR EQUIP PADS CONTRACTOR CONTRACTOR (AS REQ'D) GROUNDING, TELCO & ELECTRICAL CONTRACTOR CONTRACTOR CONDUIT AND WIRING CRUSHED ROCK/GRAVEL CONTRACTOR CONTRACTOR TOWER VERIZON CONTRACTOR TOWER FOUNDATION CONTRACTOR CONTRACTOR VICINITY MAP eQ�1. - -- F� I Arkansas Game and Fish 00mmission i Boy. `+ Jahn I Barrow UE E__s - I Heritage Engineering P.D. BOX 505 Benton, Arkansas 72010 (501)939-2303 FAX (501)939-2016 —.HerIIageEngineering.nel co v 0 Lu J O PROJECT DIRECTORY Zz VERIZON'S PROJECT MANAGER: JAMES BRYANT O PHONE NUMBER: (501) 905-6821 , c CELL PHONE NUMBER: N/A s G W = W VERIZON'S REAL ESTATE MANAGER: DOHA ALAMI _ ADDRESS: ONE ALLIED DRIVE J 0) LITTLE ROCK, AR. 72202 1 Q Of PHONE NUMBER: (501) 905-2672 W `WLI L LU ENGINEER: HERITAGE ENGINEERING 0 CONTACT PERSON: ERIC WARFORD 0 r O ADDRESS: P.O. BOX 505 = W vl- BENTON, ARKANSAS 72018 ¢ J Lfi PHONE NO: a (501)939-2303 w Z Zw W - 0.3 DC = Cl) a=aM x o�>Z LLI OIr ¢ W aWrzz _ OO Ow 0H-0- 0D Off+ HEJaBNo: 2013-008; »W c MCC ¢ Z FILE NAME: _Sod _ W W W W ISSUE DATE 3: 2 DULY 14 =G cc O¢ �5 ISSUE DATE 26 NOV 14 W W W W ISSUE DATE 5: 29 JULY 15 n M no 0 In 0) N ISSUE DATE6 22 MAR 17 UJ rA N N — wuwwG nE 1uTMc , K.—S. 1 SCALE Fn� NTS gel DESIGNED BY: EAWs� DRAWN BY: HERITAGE CHECKED Y CHECKED BY: EAW SHEET No. J \ \ \ 40 d' 40 'BC 120 0l \ •:S-S5z Er�vEln SI \ 06ot clS. r Scale 1" = 40' \ o rw Ac6Es \ ti �\ y A'"n G= BECS�vIV;' Pp 1C'_E_E & ui IJ1Y Fi�b.�\i LINE BEARING DISTANCE L1 S 44'44'1 O' W 50,LXy L2 N 45'15'50' W 50.00' L3 N 44°44'10' E 50.00, L4 S45-15'S0'E 50-00, LS N 68'37'04' E 21.22' CURVE DELTA BEARING RADIUS CHORD ARC Cl 106'08'29' N 02'06'10" W 10400 159.96 185,35' I I I ISM PARCEL 2,500 SO ET 0.06 ACRES / / (Ott Cl' 9ECNINI / ILkj P. ,eg \ � I t \ 1 ♦♦ .sue $IN 3,ano sa 049 A.. Io \\ IZ YOIUTO.`CJ4%1 .¢ '.!ENr =ND i-15L i u�aNER'k1i J /d SN 11L Fi;`m:13+ e r 'Fr rs �G s� \ r� \ E!FV - 1.71 _1 Surveyors Nines: 1. Basis of Bearings: Based on GPS observallon on March 30, 2010 2. This survey is valid only it the drawing includes the seal and signature of the surveyor. 3. This survey meets current'Arkareas Minimum Standards for Property Boundary Surveys and Plats 4. Subsurface and environmental conditions were not examined nor considered a part of this survey. 5. All utilities were located by visible above ground markings as marked by utility locators and shown hereon as located by Central Arkansas Surveying, Inc survey field crews. All utility locations shown hereon are appropmale. All utilities may not have been marked/located by the appropriate locators No excavation has taken place as of this date to determine the exam location of existing underground utilities shaven on this survey. 6. Feld work complete March 30, 2D10 7. This is a Topographic and Boundary Survey- B. Parcel ID #54R0040000100. 9. Owner. Johnny FL Bale Jr. & Sharon Bale VICINITY MAP N.T.% �vi SITE n I� J{ 'OM1 s I f} ..mow L � • S Ic DETAIL VIEW ♦\`, 10 0 10 20 3g \\ Scale 1" = 10' \15 Lp11111 I I I I f7111 Nv,t1�,OFAL CENTRA ? ARSAS SURVEYB4G I �~ �u 2 No.1766 � 1J71111111 tIH1 Pan of ceaoan S ice.+;IsnD 1 NceIL Pays 1� L'/e5L a J {'.-n a.`c,'uans 33 and 3; Ta+•� :a? 'fv-ilh ?✓ilia :4 LYw: F,•ng Nuril0l BuirgartK Rxdard S.+.T of K:nis R..,ed,�:as �Canty,lvFarsa, ma:a pa•iivla;ly tlecn5ed as kM.:s Bepnrrgal be Sau:Ye: �.l erelIt,SV/'.SV/%szJ Section 3a, saidta-tsirealsoc:eN;.Fs51 rvmxolLa:fay C^n_-al DJ.+rS. Pda i:Arny. NW-, Pete Men 87 dear 26 inn 11 se, Weal lion lieS-1, he m said SW'1•SLY'/, hero a'so he Nonn lra al Lots Seam) 37 sad Ct J Dowrs75602 teetml,eNa:;:mesl u,mer el Pe NE Y,NE/. said 5e_Iirn;La:ll7 Xse l^e Ner. n+s:rsre: ol_ %In13:Ilixce5z^A t2007OSm:n'g3_gt Wes!abn0 ve Eas!biE pl sad N_ NE`vi llw�lKiL-^!hl YrmLots37, 3�'A41'd'0.s-d Cyf+i[Cnrs :3c042 3fe l/,,,c1Naaelcare o!2d NE'/•NE'AIjer.e>lan,d! :Sinn -of dN y,N AaM lIreI s a,,,I •; - �2 33 ieEL IfKrce Nanh 97 dep �2 inn �25-^a V/esl ea,uvraso,o T•= Sou:h I:re of aiy NE%FF_ V: alvizb-g IN Sar, I IFe NV`/'. N=1/t, s d Swan E, 1963391ee1 ma pan: an;"e NartM1 ng,rat-u3y fre of Bu Iiralme Road berp 25001a=:lqm I, =_n:=_4ne Ne;co1 t,n Nan, M. 02N Vlac-M!8 ,aylr2 n>° N- 45 d,g 8a,dd,ec YI01\arth hack 19min'.- s.Er l`Rs1; 2 51 lee, (?) Nam1 <. deg 52 min 02 sat Vh_s:22d 79IeeL (3h Narm 45 deg 28 min 345rt Vles :2G fiF IBet F11 N8n 47 y don Cl aa]tOt U1C FY.CiK•.i. Irk q}I,L4�r. fpl].4rrr8' a, rNC Li'�:1591E h"-L !G1 NaM Si dsg Ar'1f1' ?l ITfC lVesl192 er kaL (>I NpC1.$b 2►dpi IM W.Wra>'!Ri66iiAIdjtCry 59011J: 21 min 38 _mot V-121293MY(9; km tpdtq :4 mr r.6 s=c1'iey1�nbIL (!�,!�.t^-+lS1Yp b1 w4LDII r/'1[1rA�'4t and(III N:N1Ti: deg fd Inv1 r-i.Se[1liQ�9951ce1 I:i; Pan. an tR Wbot A,e pl lF NEV,MY:q sad S^c:ima••erce Nann Ol dexeB /.7 m:1 <n se_a, abra ire Wes 33573'e2�m n=, Ncdtxco+. come: of sfd NE A NW 7. Ih u,Seolh 37 den 5-min 51� Eras; abnp l"e No01l &s dNE°.NLY V. 7-3511-10 Ire 6aulln+est �om er a't'te ry/'4 Sc w u, d 1-9! 33.. NxIM1 02 dv315n•n3a_tc Eu: abrg L_ Vhs:ire at ad AV K a'4, U321'e2I:,encz Saul, 87 de040 inn 27 set Er_st 13--Vas Let ii-, Saurn 44dag 3Dren 59-E--E142.Ir-I. trivets s-rY 87 d=Q 59 min 01 -d Ev4317 0!sa. IFe-N'Mh 02 de7 41] Mn 37 se.: Ens174202 fee;, Nerve S:u:h 83 dq 23 r. in 53 se. Eaei 1021 791ee. Rience North 21 &p 1. inn 35 - East 266831ee::aa pain: on ;,e Naah I:e p1 ne SVJ Y. Sy/ V, sad Sac!on 3i the-Sauth'8tl gillsi5ma 49sty Cos!abm s:dNonhlire,46I26 Lel tone NrillteaS car a: sad S'/'/. sky VI I`-, Soul r._ J, 02 inn Gn sa l`/estaln;g l!;+East a ea -sad SLY V. SY'v'v; Ong a'm 12lyasl Ine of Lots 17 a,d 18 sad Chaal Don ns 1311 K eel In ire F'oimm mm:� LESSANDELLFYTIrerQhtd-xaylsi-RWd li LEASE PN-iCEL A Part of the Southwest O, ner of 1ne Soon- Cuaher of SE;IIon 34. fovmsn:p 2I I,- Rage 14 Wash P!I'as'a Count' Nara•tsar,nxrepa9lc:;lmydes;nbetl3slo'W4 GJmmenongal ;ne Sdulneasl Odin r msaid Rvs_SW'._S m3J.sa:d Comet also being the Northeast Come: of Lot 36 G -I Dovms Pulaslu Co-tyy AKarLsas, Ith2:LY N; In 02 d g 03 inn 5- se^_ East along Ins East Ins of said SW 1/4 Sy'J 1/a la a tlIs!amx ul 784 231ee1. hence North 87 tl 59 inn 0r sec V. ev for a d,stanc' of 15D 03leeuo toe Pam e1 Beginn:ilg of the land he'an desa 4 8ien Sa'h 4L deg ¢ mn 10 s=c V; esl fora d6l-, o: 5D 03'ee!. 1herCe.1h 45 ft 15 min 50- Wes bra ds:a•ceb15000 ter. 1n.- N.ah 4, deg;4 ri 10 sec East Tar a distance.15003 feel, thence Soum15 tleg 15 inn 50 sr Eas1V.osta-of�000feetla:- P0m10! BEgimmng, cmdainirlg TZ503 sg t) 006 noes. -- or less \CCESS&U1lLFYEASE1'ENT ,'access&LLIIIYEaseme,l1C,:g3000'eellnw;d:nl5DD1ez;e:the 9d-d4Ine!VcW19dascr-Jcen:EMne Apollo!' �.,'.h- Gums! of Ile Sa,:'Ines! Oua'let o! Section 34 Towns-2110rh Fag-1-1-Vest Pu:1sikCAJny Ad avas mc'e a' L_�la4y rlescutte•Jasfpllov5 Comnlen. ling aE the SpulhEas: CU.nH OI Sad SW !•; SW Sec]On 3i sa•d CpmEr also e,ng !le 14urmeasl Comer of Let 36. Ceeral Dams, Pulaski Countyy Ar. • 4 inr. 1•b„t 02 deo 03 inn 51 sec' Eas; a'�,g v1e Cast line or said SVJ 1/4 SW 1/= b1 a distance o17EW 29 fee:. 4 er_e IJsth B7 tleg '9 inn OS sacWEs la a d.si-e of 15000!eel,:nance Sculh-4 deg <,mn 10sec 1YEs to:atlsax:e o153:.'Oleet LlEre hhM=S deg 15mn �7 Sec West [Ora distance 01 -50 03 feet, thence Morn 4t deg 44 mm 10 sec East ky a dsarlCe bf 25 [OlEet to the p-1.' EeynNngot;,dee:Lerllne O!wmmenLIne ethelolldirnrgl1=_a.'rtgsandds -' sa"sad Cenie'l:ne GeJee,tell NcIn=Bdeg'e6inn Ohs Wes:lo:21695fee6Nor,55de9 11m, 11sec W'esh-5461tealIo I.L=P. cl Oo-1- urve u liie ng.h[ iWl has a del:a angle o! IC6 deg 03 mn 23 sec a-dius of 10503:ee: and a tlr -d bca qgaqd d s'.,,,ce of N0nh 02 deg 06 min 10 sec Vyes fur 159 96 feeL 1nEnte I,b n tesyalmg into^., o: ssd C rve to Ile ug:l! lo• a d s'.a9ce of 1 B5 35 m the Poim of Targency, North 47 deg =6 nn 50 sec Las o• 146 521eek I'L 1h B=deg 32 inn 28sec F.as'.:rr?8 56 feel. Sbu:h 69 deg 5-1- 55 sue• E.sl.r.d,-n.,.135101--.Sx lh B6 d=g 36 inn 51 sec East'd, - e'„ Ncrth 65 dog 3' min 15- Easl for 5S 69 feeL No•lh 65 deg 37 inn rJa sac Ems: for 21 22 lee', No1n 53 deg - =n27 T-East for 7021!-Ll.lhedm.rltneof Kams Road Sadpoinl als0 being lti Poin: Jl72minaion of sad �nao' easement cmiArng(2600Dsgft1064-rna-e a'ess 15 UTILITY EASEMENT L 1`y Edser m being 15 OO:eel m vad:n 7 50 lee: eitner side of ltE k1lbv.i•m W_s,.. ced ce•tte:Iine> pa; el the So.lhv:esl 17.a':er pl the Spnf vresl Cuarer bl Section 3i Tmvnsh:p 2 Tbrlh, Range 1 t Wast Pula5e C N Ah- mre;enic la deSzfeetlaslellews Comm=_ncngatlne Southeast Caner p. Said SW'•59W'!a Sebon34,sed Crrn begSw Ile ,eas! Comer of Lo136, Ceenal Dooms PulasiriCounty. All -sari tterr_e Wli 03 mn 52 sec Easl alo•g me Eesl Ilne of sad SW 1/4 SW 1/4 Im a disarke of 78- 29 leet, ;nerr-e Fbin 61 dtg 59 mn 53 � VJest klra dalar„e of I:;J Ogles;, ISan,en„z Son 44 r1Ba '4 min TO sec Vices lo•.adislance of-229feet 1o1'1e Fa:ry of P.eg,.rtng al sad cetE•i�na c' easemem. I.191ce Scam -2 deg -4 mn 46 se^ East along said cen!aiaw for a tls!ar_e c'25396 !�: to Ih2 Pam of T-m-ed, of said-!erl:ne or aa5 -,, L'pnlainirg (3 B93 S7 t ) 009 -ea, More d, less TOPOGRAPHIC SURVEY OF AR1338 SELLETTE LOCATED IN PULASKI COUNTY, ARKANSAS FOR USE AND BENEFIT CF AT&T CENTRAL ARKANSAS S and LEGEND Goodman Network 11708 A 7 0 -FOUND MONUMENT and Lltlle Rock,ck, AR 2211 l7-BET#4REBARW/CAP Copal4tWiFm tandOnebpw" Phpne:1501)-22341497 VµF V �-COMPUTED POINT PROPERTY ADDRESS: 1454@23-0496 _ 1 - Lq-CONITTOWNG CORNER Kan3 Roatl Email: pls1454@sbCglobal not Email: aF- FENCE o SUPPORTPOLE line McJk Adansas I hereby veiny that the above plat represents a ' o POWER POLE POWER POLE W/TRANSFORMER 1st EARTHING ELECTRODE survey made by me on this day, and all,IST�'�p [ TOWER easements, encroachments, and improvements disclosed W Nis survey areshown No u. ^ CONDUIT melependenl search for easements, covenants, t o PHONE PEDESTAL encumbrances, or any other facts which an F GLIYANCHOR actuate fills search may dsCIDSB was performed 6 FIRE HYDRANT a• Drawn By: L REMSING SCALE: VARIES ® CONTROL BOX ALI a Q ELECTRICAL TRANSFORMER D4 WATER VALVE C CABLE MARKER Checked By: RSA I DATE 4/5110 EXIST. FLAGPOLE TOWER CENTER LATILONG iNADS3i LAT: 34"45'45.35" N LONG: 92"29'42.65" W EXIST. GROUND ELEVATION (NAV086) ELEVATION: 640 FEET AS BUILT COMPOUND PLAN SCALE NTS_ HE3RRAf3E D Y E1IGIHESIflf6 Y C EE Hat1a '16� p51'1� `pf7i ■F� = -' Dc cf m-x-!Uw Heritage Engineering P.9.H0%509 B-fu` , A4- =16 FF]I�1SXl42MB wwr/W1up�Ee�dMrtigN� Eq 0 x� W Qo Qz a- Y z Z OC z u Q i a Q a W H O U z f/7 0 r ¢ W LO r iJ i JJ w co E N X s w wa o� E3 En to II "nO_ 2013-00al W W f4O�6C412: a� 1.48 na FORTE2 L44mE ma: 101LW 14 I JULY t4 W W 7 En msue DATE a: 04 DEC 14 N !n y1 fA 15511E d11E3: — 79 JIlLT 15 — WAFnma 0 1t1 1 rraae°ewa n°f 1e.�a �V•.1•a_ v Ocsce[aar. wormer NLfCIKE ogo®er: EW/ SHEET No. 2.1 B" THICK CONCRETE — SLA9 (MOD) PSI CGNC. 0 29 DAYS SLOPE 3" SLOPE 3" d _ fp rc OF Au AR,,.� NClereaE L It ai naWn LOWER FROM EDGEc O.n ` OF EXIST, ASPHALT Heritage FUTURE RIG14TWAY TD HE Englne h�[ erfng DEDICATED BY PROPERTY \ PCINT OF TERMINATICN Paanxso � OWNER P 30' ACCESS & UTILITY EASEMENT s 77010 JQ_ � .+.xwnuqu+oi�y,ra CL DRIVEWAY & PROPOSED APRON N \, AND EDGE KANIS RD. r r' •• fry.. - r '����' CL EXIST.—-, ACCESS DRIVE ^_ E%IST_ 30• WISE^ACCESS EASEMENT __���� � � � i r i r r rr % � [1 ` J —EXIST. 52' WIDE ACCESS DRIVE r 1 Ea •- � rr EXISTING GATE LLI _ rEXIST. 30'^WIDE ACCESS EASEMENT \ 0 fn J Q IL H EXIST. DRIVE & NEW DRIVEWAY APRON PLAN °F \ Z z o OA. Q O Z a. o \ W W T_ '■� a IL � Wo y \ J ie-7£l W (n Elf CL DRIVEWAY APRON X d AND EDGE KANIS RD. W Ej G r. EXISTING KANIS r ROAD IIJ Jo 9 B, W,eoNoz 200­00e7 �Q. � FLEIWE +�i worwu�: +iue CL EXISTING C ACCESS DRIVE s F MAIL AS SHO" nc�crcn cr. p2AxTi R,: HUMAGE ClE�� &A$ TYPICAL CONCRETE DETAIL DRIVEWAY APRON DIMENSION PLAN SHEETNo. S •7 1R'=1 SCALE:332'=t-0' 2,2 1415'-B' 91ELTER TO HEST BOUNDARY LINE 1421'-5' CL TOKR TO NEST BOUNDARY LINE 1041-Alt SETBACK PLAN SCALE: NUTS. A OF A a A wz..l it HEilffAfiE MED c }' ENGWEEFi[: �,j'.fiC ¢ Nauss E a L era z �u��J Engineering v.G. sox say �j 1�R �➢aaa Tb1Sa (Wl�.yly44i27P3 �' rr,rlWluprFiq�Imlpinarw! 177'-5' S1k7.TfR TO EAST BOUNDARY LINE 6 i U)w 185'-5' CL TONER TO EAST BOUNDARY LINE a O Z in O(L Q O bad? Q w m I oc W I � � a LLI z C/) LV Lr) o o�z J Y aC s�� J IL nwiW D CJ/J^fS ? x w X O W VLLI Y M w < O O Z carve Lnw¢ N V1 ` ¢ w Z iW v P5 Al MEAMHU, cols-cee'� i=pI - Lj W w PLpf i.N-L• I:45 nwe w7tx I➢ LLVe 17 Ln M =Le wiFX 7 Aky M W. IlS ➢IITE4: IB ART T: C w vi !n SsvEwTEs u Wre 17 WARNING mz � 4 a ' � m � r �®NCw blf�Wle t�ii � SCALE-- C O N 2 ➢ESiGlE➢9T. OAKS WQ OEP®➢M: W o � SHEET No. U A I � 2,3 n EXIST. FLAGPOLE TOWER CENTER LATILONG (NAD83) LAT: 34`4545.35" N LONG: 92°29'42.65" W EXIST- GROUND ELEVATION (NAVQ38) ELEVATION: 640 FEET CONTRACTOR SHALL BRING COMPOUND BACK TO ORIGINAL CONDITION OR BETTER AFTER CONSTRUCTION IS COMPLETED. CALLBEFOREYOU DIG - DRILL- BLAST 1-0OD-482-8998 (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 BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREAL IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECTSAID UTILITIES FROM ANY DAMAGE COMPOUND PLAN VZW 3-0'xB'-0' & 4'-0'x9'-0' EQUIPMENT PADS. ELEV. EQUALS 39' ABOVE EXIST. GRADE, SEE SHT. 4.0 & S.O. VZW SPO (SURGE PROTECTION DEVICE) & NEW SINGLE METER IN EXIST.. MULTI -METER CENTER OF A�j._ HMITAaE' ENWHEERING r�-7 N0.7133 S 1. CONTRACTOR IS 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 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". 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED AS FILL SHALL BE PLACED IN HORIZONAL LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACH LIFT SHALL BE COMPACTED TO MAX]MUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES (ASTM 0 1157). ADDITIONALLY, COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. 4. CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL EROSION CONTROL MEASURES. REFER TO SHEET 3.2 -",1 J as 1 Herllage Engineering P.O. BOX som BgM. Arpuaa>t Tm 7R F ISQ1RARm1I +r.x14r W c�Enpl+,.�ynn U) Lu ao U)CL z0 0 Z Y� U a� Q 0[ Z 4 W 1— a. w ~ p Ca Lu Lo U a'd� N W a cn x O D NLLJ aLw❑ in 0o a U A-J En U, ??N_ W W W LL Q G R Y1 � M Iq�D¢H7: 7i1S-0067 fQ.Ety-L 7 W W PIDfSULcF 11YlEDATET 14 � IG a 15911EVATEC 14 W w w 7 >' t53M I1TELY 15 w En to (N (n (n mm EnATER 17 SCALE 1f4.1-u PEST Wm 61: PRAWN SY; HEROCE off M. EAh SHEET No. 3,0 k w 3 0 r, z w 0 0 I — EXIST. 150' STEALTH MONOPOLE TOWER EXISTING ANTENNAS i 140' 1 ! EXISTING ANTENNAS 130' J PROPOSED VZW ANTENNA CENTERLING ELEV. =125' 120' HERRAGE j�{ros GI ENGINEERING Y ai'-E y, NO.1133 r � QF NOMII rsasT£c Omni Site(' Yes G No Sellette, Arkansas_Rev:4_25 June 2015 Proposed Configuration Note: Negative tilt indicates UpTilt Sector Face Antenna Antll Band Function Antenna Antenna Make Model Antenna DIM enna (inches) Antenna Weight (Ibs) Ant CL Height AGL Azimuth (TN) Mech.Tilt 700I650 Ant Gain Adj Elec dRd Tilt 190012100 Ant Gain Adj Elec Bi Tilt Linel Line Type Ant TMA Twr RRH lx ,Alpha 1 700 only L16 Tx 1 Rx AMPHENOL IHTXCW631818R100G 1102 x 12x 7 6 _ 1250' 3200 01 14A 2 NIA WA RFS LCF158-50JA (1 E! 2 No No No .Alpha 2 )'per _ —4j Alpha 3 17pare BBEa 5 7000nly TxIRx AMPHENOL HTXCVV031818R100E 1,10.2x 12x7.6 44,1 125.0' &P 01 144 2 NIA NIA RFSLCF758-50JA[1518"j No No Nc BeEe 6 51� Beta 7 Beta Gana g 700 only "k r Rx AMPHENOL HTXCW63181BRIM 110.2 x 12 x 7.6 44,1 125 0' 205' Do 14.4 2 NIA MIA RI"5 LCF158-5(lJA 1618' 2 No NO No. Gamma 10 Spare Gamma 11 spare D (Gamma 12 Sp— D 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. 1. 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. NEW ICE BRIDGE EQUIPMENT PAD p EXIST. 8' WOOD /- PRIVACY FENCE I — F FINISH GRADE = 99.24 EXIST. FLAGPOLE TOWER ELEVATION SCALE: NTS. MOUNTS PROVIDED BY TOWER SUPPLIER UNLESS NOTED IN TOWER BID DOCUMENTS PROVIDED BY VZW CONSTRUCTION MANAGER. dOUNTS SHALL BE DESIGNED TO MEET THE LATEST ADDITION OF THE NSTD-445 AND -ATEST ADDITION OF ANSI/EIA/TIA-222 POWER MANUFACTURER SHALL PROVIDE DATA AND CALCULATION SHEETS FROM MOUNT dANUFACTURER FOR FINAL APPROVAL BEFORE ORDERING MOUNT. 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. EXISTING 150' STEALTH MONOPOLE ANTENNA DETAIL SCALE: NTS. IR EN 1—RINGEXCELLENCE Heritage Engineering P.O. BOX 508 Benton, Arkansas 72018 (501)939-2303 FAX (5011939-2016 m HerIIageEnglneeying.net U) CIO r 0 1� N W W J Y O Z W E a0 � w Z Z H- Z S Y z = Z w — U w a= 1 Q Q "C LU LIJ W Zw ? o (n W Fr W O � FQa W W 0 J Ln W J F J J J r O BETA =w w LU AxM.850 o w z z o X awQ< oozz LLI X W U t-w w F cla w w Z Z V)( In n u - »33 3 wwww d of ¢zz 4 ,;j (;j HE JOB ND: rkx"'E 2013-0087 w ww > W W W W H.DI EC/J,L ¢ D D 1:96 14 M ISSUE DATE ]: ISSUE DATE 4: 2 JULY 2 HANCH 15 W W W W ISSUE DATE S: 29 JULY 15 W V) En ( N 1, L V1 ISSUE DATE 6: 22 U%K I WARNING 112 1 � �nwoxsno.ltnv+s SCALE NTS DESIGNED BY: DAA11'1161"" HERITAGE CHECKEDBY: EAW SHEET No. 3.1 ,CLASS 7 GRADIATION SCHEDULE SEVE SIZE PERCENT PASSING 1 1/2" 1013 1" 60-100 3/4" 50-90 3/8" #4 25-55 #10 40 10-30 #200 3-10 MAXIMUM PLACITITY INDEX (MINUS #40 MATERIAL) MINIMUM PERCENT CRUSHER RUN MATERIAL GRADING SHALL COMPLY WITH REQUIREMENTS OF AASHTO T11 AND T27 f B" MAX. DEPTH TO BOT. OF TRENCH. TRENCH SHALL BE CONSTRUCTED WITH A SPADE OF MECH. TRENCHER SO THAT THE DOWNSLOPE FACE OF TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW OF RUNOFF. BACKFILL TRENCH AFTER SILT FENCE FABRIC IS IN PLACE. «3i�� OF RU�•'yy HFJIITAGE '3�H EAMNEEIVRO Y r� Nd 1133 x J � —,i �1vLfac-.�. Heritage 1=ngineering P.Q. Box= ft,d.m Alk - 7=5 t wwr A%��prwl d RI Tn LL1 i— LU 0 cli p Z Q IL Q Z zz O Z. SOIL AND EROSION CONTROL jr o m 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR SOIL EROSION AND SEDIMENT CONTROL, AND z Q OTHER REQUIREMENTS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. LLI -SLOPE TOP OF POST SLIGHTLY TOWARD SOURCE OF RUNOFF 2. CONSTRUCTION AT THE SITE WILL BEGIN WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO a CONTROL SEDIMENT DEPOSITS AND EROSION. W f- 0d 6'-O" TO 10-O" POST SPACING 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND DISTURBANCE OCCURS. IT IS THE CONTRACTORS z I PER MANUFACIURERS RECOMMENOAil "S PATTERNS CREATED AT VARIOUS STAGES W RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE w PHASE OF CONSTRUCTION SHALL J to W . •____• • •� DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY Z 0 - r LF' -- BE REPORTED TO THE CONSTRUCTION MANAGER IMMEDIATELY. a 4. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DOME AS cn � z ---- UNTIL SILT BARRIER 15 INSTALLED. � X - _ �� 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN w W D: -- •' ESTABLISHED. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO z --- ENSURE MEASURES ARE FUNCTIONING PROPERLY. w 0 -'— THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT REACHES 5" IN HEIGHT WITHIN SILT a E 0 _ FENCE, HARRIERS. Y,_ _ r;� 7. a FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES MAY RESULT IN ALL CONSTRUCTION NEjOn14L 2013-003' _ BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED. W ' o B. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT IF REQUIRED SHALL BE PRESENT ON THE JOB �� 96 `� EXISTING GRDUNpCINE 9. SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. ANY AREA OF DISTURBANCE LEFT EXPOSED OR IS ANTICIPATED THAT IT WILL BE EXPOSED BEYOND THE EXPOSURE ,�,� �w1e1: 17 DEC o iewre= IB LIAA I� FILTER FABRIC CLOTH, PERIOD REQUIRED BY LOCAL AUTHORITIES SHALL BE STABILIZED WITH TEMPORARY SEEDING. 153MDATE3; 2 AUY14 EXTEND TO STM. OF a *mfizc 29 ur is 6" TRENCH. PROVIDE 10. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES, ADDITIONAL EROSIONS AND SEDIMENT CONTROL ntiaem WOVEN WIRE AS REQ'D MEASURES SHALL BE PROVIDED IF REQUIRED UPON INSPECTION BY AND DIRECTION FROM LOCAL AUTHORITIES, TO SUPPORT FABRIC WOOD OR STEEL POST Ill. UPON COMPLETION OF WORK, OR AS DIRECTED BY EROSION CONTROL AUTHORITIES, ALL DISTURBED AREAS NOT i2 0 BETWEEN POSTS. IMPROVED WITH GRAVEL SHALL BE SEEDED WITH PERMANENT SEEDING MATERIAL SUITABLE FOR THE LOCAL FABRIC SHALL BE GROWING AREA. s His ADEQUATELY FASTENED TO WOVEN WIRE. 12. FILTER CLOTH SHALL HAVE APPROVED BACKING OR A BUILT-IN REINFORCED STRUCTURE AS RECOMMENDED BY THE MANUFACTURER TO SUPPORT THE FILTER CLOTH. THE MULLEN BURST STRENGTH OF FILTER CLOTH SHALL BE Dr. HMTAGE GREATER THAN 150 PSI AND THE EDGES SHALL BE TREATED TO PREVENT UNRAVELING. gamer: TAN 13. A PRE ASSEMBLED SILT FENCE MEETING THE REQUIREMENTS OF THIS DRAWING IS ACCEPTABLE IN LIEU OF A SILT FENCE DETAIL FIELD CONSTRUCTED SILT FENCE. SHEET No. - - ----- •.� 14. SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE. $ S 15. PLACE STRAW BALES ON ALL DOWN STREAM SIOE OF ALL SILT FENCES_ BALES SHALL BE PLACED END TO END 3.2 AGAINST NEW SILT FENCES. FACE I TOWER KIT (TYP.) SEE ELECT. PROVIDE COAX DRIP LOOP 2'-a" HOLD MIN ' 0 1 NOTES: 1. CONTRACTOR SHALL GRADE SITE TO DRAIN AWAY FROM EQUIP. PAD. 2. SEE SHT. 4.0 FOR EQUIP. PAD INFORMATION. 3. SEE ELECTRICAL DWGS- FOR GROUNDING INFORMATION. 4. SUPPORT COAX AT 4' O.C. MAX_ GPS ANTENNA MOUNTED TO 1/4" THICK x 3" WIDE GALVANIZED BENT PLATE, LOCATION TO BE VERIFIED W/ VERIZON'S CONSTRUCTION MANAGER, - WAVEGUIDE EQUIPMENT PAD ICE r ICE BRIDGE BRIDGE BY ALT OR - �^ � APPROVED EQUAL - 0 iV z w a 7h SEE NOTE #4 W SLOPE CABLES 1/4" PER FT_ v_ AWAY FROM SHELTER (TYP.) TOP OF PAD (SEE OVERALL SITE PLAN) EXISING GRADE v EQUIP. PAD FOUNDATION (SEE SHT, 5.0) (XA TYPICAL WAVE GUIDE BRIDGE ELEVATION q-_,3J SCALE NM REFER TO SHEET 3,0 8'-0" MAXIMUM --------------- `o Q I F . 1 WAVEGUIDE ICE BRIDGE It SHALL BE SOLID GALVANIZED 2'-0" MIN. G" MiN /—D-1 TYPICAL WAVE GUIDE BRIDGE PLAN VIEW 3.3 SCALE: ENTRY. PORT zf EXTEND CABLE TOE WAVE GUIDE PORT 3" DIA. (MIN.) SCH - 40 PIPE (PIPE W LENGTH MAY VARY DEPENDING ON ENTRY = PORT HEIGTH, FIELD m VERIFY) FOR ALT. c POST ANCHORAGE, is SEE OET_ C/3.3 FINISH GRADE (TOP OF GRAVEL) GALV. STEEL PIPE CAP GALV. STEEL U-BOLTS WITH LOCK WASHERS WAVE GUIDE BRIDGE MOUNTING BRACKET RHON OR EQUAL WAVEGUIDE ICE BRIDGE —DIAMOND GRIP CHANNEL 2' WIDE ATTACHED WITH J-BOLTS WAVEGUIDE BRIDGE HANGER KIT ANDREW OR APPROVED cs EQUAL AT 36" D.C. MAX. FINISH SLOPE TO DRAIN g SECTION @ WAVE GUIDE BRIDGE 3.3 SCALE: NTS. FIELD .. , COURSE LiG R.1 li: � 11=�RA�I1�>3 ili� F�i€�%nu.u�--Erila�l run. 1"1f=Y =1'1— !C 11� :eflu.in GALV. PLATE z z z� 1'-2" DIA. MIN. 3000 PSI. — CONCRETE ENCA5EMENT NOTE- ALL WELDS AND DAMAGED AREAS OF GALVANIZING SHALL BE COATED WITH CENTERLINE t 'a TWO COATS OF BALVANOX DIA. FOUR / 2 I x' e COLD GALVANIZING ANCHORS TI HAS HAS COMPOUND. WTH HVA ADHESIVE TYP. WITH S" INSTALL IN STRICT ACCORDANCE WITH TOP OF TOWER ALL OF HILTI'S FOUNDATION REQUIREMENTS ALTERNATE POST ANCHORAGE C @ WAVE GUIDE BRIDGE POST 3.3 SCALE:NTS OF AUK r It NEfUTA[7E Y ENB[NEE7gNB y No. 1133 F7 ! 1s W'T� �e4L ■e�4° E, _� 1 E"bEPl.byn„ Heritage Englneering P.O. BOX us BmUw4 Ark m 7=11 VWIFAx [5P71- 771E .wrlfeHp.Fnpin..elnp.n.t J H LLi I= LLI z rL O IL cf)p o Zz 0 Q O 1U 1 rn = o a� a z 13- U z W Q i Lh J LLI Ma Q } = �� Ill ~ DOCp (n � Lu C] = w 5 0wCD 0 3 0 0 LLI ww _ w W ¢ D NEJDB Imo_ zoo!-o097 I, NVE: L'lSAaL1Ez Iowa I• W w a x Ia:ucw:Bz• z AIL1 .+ ,17 V M` C ma; 79 JIIL7 15 w W =a HATES• !I WK 17 0 w 61 IIn WARMOG 0 12 1 � scx£ HES oesraro.r. DIM mar. aeo�aa- ,+EwTILE uw SHEET No. 3.3 17'-D" POLE FOUNDATION AND 5" EOYUPMENT PAD CAN BE CAST SIMULTANEOUSLY 7" 4'-5" c EQilIPM�}j�T, BAT�ERj.., N I "CABINF ;TA'aww. y, ro . :r•• FIBER - Ir LARM I � 8'-0" CONC. I 5'-0" 4' -0" I 153 CONC. POLE FOUNDATION AND GENERATOR PAD CAN BE CAST SIMULTANEOUSLY rA_"� EQUIPMENT FOUNDATION Q.� $CAWE: 12 ri'0' - !� REFER Ti3 SRE PLAN FOR SLAB LOCATION AND DRiENTATION 2 POLE 48" WIDE ICE BRIDGE CANOPY BY ALT OR APPROVED EQUAL 5" 8'-2" t'-4" 4'-O" CABLE TRAY HUNG BELOW I t I I I f I I [ I I I I I E ---J L - - - - L--J r� I I I I I I I I I I I I C ICE BRIDGE LAYOUT LJ REFER TO SIT£ PLAN FOR SLAa LOCATION ANO ORIENTATION 2 POLE 48" WIDE ICE BRIDGE CANOPY BY ALT OR APPROVED EQUAL 4" WIDE X 3" DEEP ALT .RIP STRUT BY ALT OR APPROVED QUAL WAVEGUIDE BRIDGE HANGER KIT ANDREW MT-357-24 AT 36" O.C. MAX. OR APPROVED EQUAL UTA. B EQUIPMENT SECTION SCA F_:Ire-z=-0' REFER TO SITE PLAN FOR SLAB LOCATION AND ORIENTATION 2 POLE 45" WIDE ICE BRIDGE CANOPY BY ALT OR APPROVED EQUAL 7.-a" 1 3'-8" 4'-2" 1 UNISTRUT SUPPORT ASSEMBLY GALVANIZE[ OR APPROVED EQUAL- OVP (OVER VOLTAGE PROTECTION. DEVICE AUTOMATIC TELCO TRANSFER BOX 1 SWIT! C W, FUTURE OVP o (f � r IF I m ro EE I w ifl I I w 12" IDA• ) FRAMING_ SECTION 4._1 :err , OF a�r� HOMAGE ENGINEERING 9 Y V u No.11= b ass sc„t4+c� .., ��EJ i.�Ri[�4 E>=5ii10E Herltage Engineering P•M eOX53 Be.b.% Ark-M 72MB (501193 AriYRq=Z"I" 0 �— W Co z o U) O Z z LLI O � z ca J Q Q ! W 0. a z z z n w r _ LO LI LO z o J •— Lu x g w LJ xa cn E3 o � � i¢¢ W W U Or J 0 0 0 N wUp t w ww - a as u1 :r 1 i 1�lCiSlrt: ZP1.7—aae7 UJ e.^.1re=w�Ex x 7ur 1� I55mmTEA: a. GEC I w w w isaEwrex 29 am is inN y WARNING 0 12 1 oesioEn er. oMWI ore MGIR..00 �M EAw SHEET No. 4.0 EQUIPMENT PAD FOUNDATION NOTES: 1. STRUCTURAL FILL, IF REQUIRED, SHALL CONSIST OF A SANDY TYPE SOIL MIXTURE OF SANDY SOIL & GRAVEL WHICH SHALL EXHIBIT A LIQUID LIMIT LESS THAN 30 AND SHALL BE COMPACTED TO A MINIMUM OF 98% MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 695. 2. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 598. 3. FOUNDATION ELEMENTS SHOWN WERE DESIGNED ASSUMING A NET ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF 4. CONTRACTOR SHALL VERIFY BEARING CAPACITY CONSTRAINTS PRIOR TO PLACEMENT OF FOUNDATION ELEMENTS. SHOULD BEARING CAPACITY CONSTRAINTS NOT MEET OR EXCEED THOSE SHOWN IN NOTE 3. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING AND CEASE ACTIVITY UNTIL FURTHER DIRECTED. 5. CONCRETE COMPRESSIVE STRENGTH (F'c) SHALL BE 3000 P.S.1, AT 28 DAYS, 4- NOMINAL SLUMP, 5-7X ENTRAINED AIR. 6. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL INTERMEDATE GRATE ASTM A-615-60. 7. WELDED WIRE FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A-155 SPECIFICATIONS. 8. COORDINATE WITH ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS AND OTHER ITEMS RELATED TO CONCRETE WORK. 9. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING IN ACCORDANCE WITH ACI 315 AND ACI 315. 10. ALL CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318). 11. ALL CONCRETE SHALL BE VIBRATED, TOP OF FOUNDATION SHALL 13E SQUARE AND LEVEL WITH SMOOTH FLOAT FINISH AND A 1" CHAMFER AT ITS EDGE. 12. ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED VERIZON'S CONSTRUCTION MANAGER PRIOR TO PLACEMENT OF CONCRETE, CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER 48 HOURS BEFORE PLACING CONCRETE. IS. CONCRETE SHALL BE SAMPLE TESTED CONDUCTED IN ACCORDANCE WITH ASTM C31 AND C39. E4. READY MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 SPECIFICATIONS. GROUNDINGNOTE FOUNDATION REBAR SHALL BE GROUNDED TO SHELTER GROUND RING. SEE GROUNDING DETAILS C/7.2 & F/7.2 CHAMFER EDGES 1" TYPICAL5's 0 10- SLAB SURFACE TO j5's 0 12" - O.C. EA. WAY, BE LEVEL t 1/8" CHAMFER 0•C. EA. WAY, SEE PLAN PER 10 FOOT EDGES E"� SEE PLAN � LENGTH TYP. TYPICAL F.G. 4" CRUSHED STONE OVER GRAVEL STABILIZATION FABRIC, TYP. POLE FOUNDATION AND EQUIPMENT PAD CAN BE CAST SIMULTANEOUSLY c •i 5. 1 c. UNDISTURBED SOIL OR APPROVED FILL COMPACTED TO 95X MODIFIED PROCTOR K a NOTE: 18" THICK CONCRETE MAT (3000)' PSI CONC. 0 28 DAYS) WITH #5's 0 10" O.C. EA. WAY 0 TOP & BTM. OF MAT. SURFACE TO BE SMOOTH FLOAT FINISH. SLAB TO BE LEVEL AND FLAT WITHIN +/- 1/4" �1 EQUIP. PAD & GEN. PAD SECTIONS ` .WO SCALFr W4'-I'•9" 3 C II 1 WA i1' -8"x ll'-0" & 4'-0"xt0'-W EQUIPMENT PADS .� SCALE - REFER TO SITE PLAN FOR SLAB LOCATION AND ORIENTATION 11._A&• r' G GEN. IS- MAT REINF. •�W/ '#5'3 0 10" OC. EACH WAY ` TOP & BTM. I c } n UNDISTURBED SOIL OR APPROVED FILL COMPACTED TO 95% MODIFIED PROCTOR POLE FOUNDATION AND EQUIPMENT PAD CAN BE CAST SIMULTANEOUSLY of a�T� LL HIMMAGE ENOINMIMNO N0.7133 n -'�DjK15 1,1051�� m"I1 FE, o�Fxvcri Heritage Engitteering P.D. BuSoy BwMv4 kkmn 7=8 E-AR�rmlA2q-=G w w J � Q Z a Z 4�Z F- Y U Q J Er w Q Cp w IJ W W Z aJ In a 00 IL a W a 1C aLu J 1 Z 5 X a z2 Lu 04- W yC W 15a C71— Fj a CW w n to mom, , 2013-DIM �J! Fr•E NME: mmlr RDfSCJLLE: 1.24 CK7 Ig5H Immz 10 LLIA 14 > > mmEmmx 2 nLY 1A ty W IeSIE MTE I• 79 MY 10 IS MTEY 22 UM 17 Q In W ! WMr3Ra< 8 112 1 Lq 5ru c. AS SHCW4 cc m er. m4wmm . HQirtN.E I] Br.. Er<M SHEET No. 5,0 2" GENERATOR POWER — CONDUIT. FOR INFORMATION NOT SHOWN SEE SHT. 6.2 0 (E) 16DY STEALTH MONOPOLE ALARM CONDUIT Lei PI)WER nA w/ UU01-METER C(NTCR 2" POWER CONDUITA� r �r_�rin UE — UNDERGROUND POWER UT — UNDERGROUND TELCO UA — UNDERGROUND ALARM IN GROUND FIBER OPTIC BOX PROVIDED BY & INSTALLED BY FIBER OPTIC PROVIDER ro 3" SCH- 80 PVC FIBER OPTIC CONDUIT W/ PULL STRING 0 CONDUITPOWER (2)-2" POWER & 1" ALARM CONDUIT EQUIPMENT PAD, SEE � SQHEET 4.0 & 5.0. PROPOSED VZW SPD 5URGE PROTECTION DEVICE UTILITY ROUTING PLAN sGALE; r�Ts. OF Ap�� 4 HERRAQE N E11G1NE MN13 Y Y �! NR tt= a] � '"4515 i7G�'� UTILITY ROUTING NOTES: �1 TELCO CONDUITS INTO TELCO ENTRY PORT. COORDINATE EXACT LOCATION WITH EQUIPMENT DRAWINGS AND PROJECT MANAGER. REFER TO SHT. 4.0. POWER CONDUIT INTO ATS AT DESIGNATED POWER ENTRY LOCATION. REFER TO EQUIPMENT DRAWINGS. CPS ANTENNA MOUNTED ON WAVE GUIDE BRIDGE LEG. LOCATION TO BE TO BE FIELD DETERMINED AND VERIFIED W/ PROJECT MANAGER. 40 GENERATOR CONDUITS INTO ATS ENTRY PORTS. COORDINATE EXACT LOCATION WITH EQUIPMENT DRAWINGS AND PROJECT MANAGER. REFER TO SHT. 4.0. aCONTRACTOR SHALL INSTALL 3" SCH. 8D TELCO CONDUIT W/ PULL STRING (50 LF. MAX.) FROM RACK TO FIBER OPTIC BOX OUTSIDE COMPOUND, COORDINATE FINAL LOCATION W/ FIBER OPTIC PROVIDER OALL ALARM WIRING OUTSIDE OF EQUIPMENT PAD SHALL BE DIRECT BURIAL RATED WIRE WITH GEL FILLED CONDUIT 1- z i U O d z Z W z � W O ^bZ s=� � W � Z W � = W O C U 0 ig U 0 ig W Q tn t N ut W W W ¢ ¢ Z YM [V GENERAL CONTRACTOR WW TO PROVIDE PULL BOX AS fz a z REQUIRED PER NEC W W W 7 � 3 N N N to to Ln SEE ONE LINE DIAGRAM ON SHEET 6.1 FOR MORE INFORMATION COORDINATE INCOMING SERVICE CONDUITS ROUTING WITH PROJECT MANAGER AND LOCAL UTILITY COMPANIES Xwu HrE-' I{etlt8gE1 Engineering P.aeoxm5 B.d^ kbW— T415 Ismr23m FAx Isc sfossa7$s 'jurL. aEngl�.eeelnam 0 W W V/ —1 Q a. ZZ a0 i a� 1 W LLI �. F— cl) W o J Lo C. >W N X W z 0 Z 0 F— w impo: 7013-007 rtt n� �,rcu y. 1;6a &" MIZZ 10 QAM 14 ,—Xo El 2 J y .. MIR 2i VA1117IN WARNG 0 112 1 "�r. SHEET Na. 6.0 LOAD LOAD PER PHASE (VA) ¢O v tu 3 o 5 O Z -'o U N < Z Jo U zz Z y ui a s Om J y tu m ¢ z H z U 0Ir a ¢ F DESCRIPTION O UNIT PHASE A B 1 RECTIFER #i 1 1400 1400 BLK 40 3 1 1400 =- 1400 RED 5 7 RECTIFER 1Ki 1 1400 1400 - _ BLK 40 1 1400 — 1400 RED 9 SPACE BLK 11 SPACE RED 13 SPACE BLK 15 SPACE RED 17 LIGHTS 4 27 10B BLK 20 19 SPACE RED 21 BATTERY CHARGER 1 240 240 ____:."`` BLK 20 23 BLOCK HEATER 1 1506--7.1500 RED 20 251 BLK 271 RED 29 BLK 31 RED 331 i I BLK SUBTOTAL CONTINUOUS SUBTOTAL NON -CONTINUOUS SUBTOTAL SUB -PANEL — — PANEL DESIGNATION: ELECTRICAL PANEL (ITEM 2) MAIN LUGS: NIA ! MAIN BREAKER: 200 AMP, VOLTAGE: 120/240 I CYCLE:60 PHASE:1 WIRES: 3 4 MAIN COPPER BUS: 200AMPS NOTES: 1. ALL WIRE TO BE 412 THHN/THWN UNLESS NOTED OTHERWISE. COLOR CODE: • A 0 = BLACK •B0=RED • NETURAL = WHITE • GROUND = GREEN 2. ALL WORK TO CONFORM TO N.E.C. LATEST STATE ADOPTED EDITION. 3. LABEL SERVICE DISCONNECT WITH A RED TAD. 4. SWITCH LEG CONDUCTORS SHALL BE THE SAME COLOR AS CIRCUIT CONDUCTORS. S. ALL GFCI RECEPTACLES TO HAVE A DECICATED GROUND WIRE. 6. ALL BREAKERS FOR CIRCUITS FEEDING EQUIPMENT WITH A MAIN INTERNAL OVER-CIECUIT DEVICE SHOULD MATCH THE RATING OF THE OVER -CIRCUIT DEVICE. 7. SEE ELECTRIC SCHEMATIC #2 & #3 SHEETS FOR MORE DETAILS. S. EQUIPMENT TERMINATION LUGS AND CONDUCTORS ARE RATED AT A MINIMUM OF 75° C. AL a FIr3 Z N Lucn O� N rn uui a pa N N O vI z a Z cOi z In o= o 0 ¢ 0 0 3 LOAD PER PHASE (VA) LOAD PHASE UNIT V.A. Q DESCRIPTION B A 90 BLK 1400 1400 1 RECTIFER 02 RED 1400 _ 140D 1 _ 40 BLK " s 14DO 1400 1 RECTIFER #4 RED 1400 1400 1 20 BLK =_ — _ - lea 180 1 RECEPTACLE 20 RED 180 -_ 180 1 RECEPTACLE 20 BLK _ _ 380 180 2 GFCIRECEPTCALE RED SPACE BLK SPACE RED SPACE BLK SPACE RED SPACE BLK SPACE RED SPACE BLK SPACE RED SPACE BLK SPACE RED SPACE OLK SPACE RED SPACE BLK SPACE SUBTOTAL CONTINUOUS TOTAL KVA CONTINUOUS x 1.25 SUBTOTAL NON -CONTINUOUS TOTAL KVA NON -CONTINUOUS SUBTOTAL SUB -PANEL TOTAL KVA SUB -PANEL TOTAL KVA BRANCH BREAKER TYPE: SIEMENS G.C. SUPPLIED TOTAL AMPS — ELECTRICAL CONTRACTOR TO SIZE ALL ELECTRICAL WIRE FOR FINAL EQUIPMENT SUPPLIED BY VERIZON WIRELESS PER NEC r 11 ouonx ac�r.� Heritage EnglneeHng P.O. BOX SD5 B&Mb%Nksnnes 7=8 FA%ISB1�3&7016 r+rJW4+g4�,�rrdnp�S 03 V 0 t w F-- Z w U a w J U a a a Q fib 0 w >- Z L11 Q O U a U) d Q=Z Q H � I— 0 Ld , Q W U W w z=a W H 0Mtn a Q W CO d 0 r UJ J n ..LI �-- W Q w Ln 0 vQ (n m w X LU LIJ Ld M_MM 1ri v r�i > .> .> w w w M W W 1iE xs 14}; 2513-041 w W w ISRXMTEX 02 MT 14 wmcMMl a OFL 14 (n (n in tmm L wx 29 xAv 15 in VI U) tUW DFJE& 22 UM 17 — — w11RHrW i KEY: a 0PC =PHOTOCELL soup H:s M = MOTION DETECTOR omoao•e ccw muxmer. nae7K•i - = CONDUIT GROUND aeovoor Q* # = NON -DEDICATED GROUND (4) = DEDICATED GROUND SHEET No. c 4> = ISOLATED GROUND 6.1 NOTES: 1. BUILDING ELECTRICAL SYSTEM IS RATED AT 10,000 A.I.C. IF HIGHER RATINGS ARE REQUIRED, IT IS THE RESPONSIBILITY OF SITE CONTRACTOR AND VZW CONSTRUCTION ENGINEER TO MEET SUCH REQUIREMENTS. 2. SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, SCREWS, ETC.) SUPPLIED BY EQUIPMENT MANUFACTURER. IF NO SUCH DEVICE IS SUPPLIED, BOND IS TO BE MADE IN ACCORDANCE WITH NEC ARTICLE 250. 3. WHEN SERVICE OVER CURRENT DISCONNECT IS FIELD INSTALLE AND HAS A NEUTRAL TO GROUND CONNECTION ESTABLISHED, REMOVE NETURALTO GROUND CONNECTION IN TRANSFER SWITCH. 4. CONDUCTOR OVER CURRENT PROTECTION DEVICE ARE SLECTED IN ACCORDANCE WITH NEC (ARTICLE 240.3). S. CONDUCTOR SIZING IS SLECTED FROM NEC (ARTICLE 215.2). 6. ALL LUGS THAT HOLD MORE THAN ONE WIRE SHALL BE LISTED FOR MULTI-BARRELL CONNECTIONS. 7. ALL CONDUCTORS SHALL BE COPPER. 8. LABEL SERVICE DISCONNECT WITH A RED TAG. 9. RECOMMENDED SERVICE ENTRANCE CONDUCTOR SIZE (3) 310 AWG & (1) #4 GROUND. VERIZON SUPPLIED GENERATOR 1201240 VAC 10 200 AMP SERVICE SUPPLIED AND INSTALLED BY SITE ELECTRICAL CONTRACTOR 200 AMP INTERGRATED LOADCENTER 0 GENERATOR BATTERY CHARGER BLOCK H EATER 2" CONDUIT 1" CONDUIT J 314" CONDUIT LIGHT • 1/2" CONDUIT TIMMER 1/2" CONDUIT RECEPTACLE SPD ITOWER LIGHT CONTROLER 314" CONDUIT 120/240 VAC 10 200 AMP SERVICE SUPPLIED AND INSTALLED BY SITE ELECTRICAL CONTRACTOR SERVICE RUN X ATS WITH INTEGRATED LOAD CENTER 200 AMP METER BASE BY LOCAL UTILITIES 1" CONDUIT alarm 2" CONDUIT 2" CONDUITelerm 2" CONDUIT CONDUIT alarm 1" CONDUITafarm 1" CONDUIT alarm ELECTRIC CONDUIT SCHEMATIC SCALE: NTS. OF AVi, w HERrrAOE FN03NEEIUNG 2+ F- �I Ho. 1133 MAIN PUNCH BLOCK IN EQUIPMENT CABINET EQUIPMENT CABINET DCPOWER 1"CONDUMI 2" CONDUIT alarm BATTERY CABINET 20 SLOT PUNCH DOWN BY G.G. HOFFMAN BOX , 11 LmNw_;m_ F11mFHNIC E1�UflIF Heritage Engineering RO.GOA505 Bmbs4Ar 2LI9 FAX 1501] "-=6 ...YAM.D.Efto4.. i+QJW co 1� Ijj ❑ 1 Q a a cn O m Z Q O w w Y� a� w a o W H u] D_ a 0 s x J LO a� r < J w Qaap Lu U3 U �z i cf3 z m W c3 :1=1 OECD) Elf !— CL IUD C3 w momr NON J w _ DI.. a IEJ®110_ 20,3-D087 W 1S W x¢¢ FEE NA,E NQl'l W W W5 DATEI 02 JLAT 14 W ¢Q¢ OSLE WEa: a4 DEC 14 LSS,EDATER 29 J Y 15 jjj ISAE DATER 22 WW 17 CNN WAMING 5 142 1 umE=ai__d Su1E NLS OE5IQEDOr EA* Di AYfN DT: HEMAGE pEOFn 87: LLN POWER RISER BLOCK DIAGRAM -ATS SNEETND. SCALE: MIS. 16,2 VERIZON's SPO INSTAL AS CLOSE AS POSSIBI LOAD SIDE OF DISCON N METER CENTER. SE VERIZON's GROUNDING MANUAL Q G) DISTRIBUTION BREAK ADD NAMEPLATES A /R�EOOUIREO (TYP.) 1 T 1" CONDUIT T FOR ALARM W VIEW FROM COMPOUND EXIST. MULTI -METER CENTER VIEW FROM FENCE EXISTING UTILITY DISTRIBUTION RACK DETAIL LIST OF MATERIALS ITEM ' QUAINT. DESCRIPTION PART NUMBER LJ 1 CIRCUIT BREAKER, 200A, 120/240V, 2 POLE 50. D OR APPROVED EQUAL i SPD (SURGE PROTECTION DEVICE) VERIZON SUPPLIED 1 GENERAC ATS W/ INTEGRATED LOAD CENTER VERIZON SUPPLIED 1 HOFFMAN 30"x3G"x17" TELCO BOX I I CONTRACTOR SUPPLIED GENERAL NOTES 1- DIMENSIONS SHOWN ARE APPROXIMATE. EXACT DIMENSIONS MAY BE MODIFIED SLIGHTLY BASED ON EXACT EQUIPMENT OBTAINED, SITE CONDITIONS, AND OWNER PREFERENCES. 2- POWER EQUIPMENT SHALL BE SQUARE D, SIEMENS, CUTLER HAMMER OR GENERAL ELECTRIC. ALL EQUIPMENT MUST BE OF ONE MANUFACTURER. 3. UNUSED CONDUITS SHALL BE SEALED TO PREVENT MOISTURE INSIDE CONDUITS. USED CONDUITS SHALL BE SEALED AFTER SERVICES HAVE BEEN RUN (IN METER CENTER, TELCO ENCLOSURE, AND CARRIER EQUIPMENT). ONE LINE DIAGRAM NOTES BY SYMBOL " 0" 1- BOND NEUTRAL TO GROUND WITHIN METER CENTER PER NEC 250, LOCAL CODE AND VERIZON'S LATEST GROUNDING SPECS. 2. PROVIDE NAMEPLATES ON METER CENTER TO INDICATE CARRIER SERVED OR PANEL FED. NAME PLATES SHALL BE PHENOLIC, WHITE LETTERS ON BLACK BACKGROUND. OF .9(lT A ti MEfUfANE �N ENGINEERING Y N0.1173 �.. MINIMUM COVER REQUIREMENTS PER SOIL STABILIZER FABRIC NEC, TABLE 300.5 RE: CIVIL J FINISHED GRADE �J - I —I ,: L• •,� - 6" WIDE YELLOW n Heritage c `"a' WARNING TAPE I I11 N _ f Engineering SCHEDULE 80 +. • :�_� COMPACTED P.a saxsaz •+.• GRANULAR TO 95K PVC RISER evclomA. 16 CONDUIT LES�11- ':a !- I� PROCTOR 95 DENSITY FaXfsosloaa�ms —I 4. M -S I I-1 �• - �I �� w,nrJi.tuwiE+gu.utrlpire EARTH FIN. OR. HE t=1.;.Ii In r� II" y-` PVC COUPLER L:'= ��•y_"—COMPACTED SAND '..• . _ . - t SCHEDULE 40 —` PVC. CONDUIT -1 I I I• •I I FTI COMPRESSED BACKFIl1. SCHEDULE 80 OR SIZE AS RE: NEC 300.5(F) 4" 4" PVC_ LONG INDICATED ON SCH. 40 PVC. NOTE: SWEEP ELBOW PLANS CONDUITS TYPICAL FOR ALL UNDERGROUND r�l_w WITH PULL 24' CONDUITS. REFER TO PLANS FOR STRINGS QUANITY, SIZE AND LOCATION OF EACH CONDUIT RUN. CONDUIT SCH. 40 TO SCH. 80 2 TRENCH DETAIL W=FPjVC_ TRANSITION DETAIL 3. FOR INFORMATION ON EQUIP. PAD RACK NOT J SHOWN, SEE SHT. 4.0 H LLI L REFER TO ONE LINE DIAGRAM NOTE; ALL CONDUIT SHALL U) DRAWING, SHEET 6,2 FOR ADDITIONAL INFORMATION HE SCHEDULE 80 PVC. Q a Vz Z Z Q ICE BRIDGE SUPPORT L j UNISTRUT SUPPORT BEYOND J LL1 ASSEMBLY GALVANIZED OR APPROVED EQUAL, Q J Y OVP (OVER VOLTAGE u Q w 0 3"px7' SCH. 40 - f PROTECTION z }- PIPE W / CAP DEVICE AUTOMATIC TRANSFER TELCO y CD W O SWITCH W/ ILO BOX 1 FUTURE ❑VP �. a J n V 0 o J of 0 U U — — Lcn z= N W p n it IL 0- 1J 1{ rt ! Q O u J i! !1 'W�� In tn h !1 11 i lL JP311fA; CIS-1067 ii •- y II ly !l 2 K FlEl4FE: ,' 11 11 1 t! ' Q M1 vlsr� 1:21 ar I, 1! i1 iR _ II Ii �i �i WTE2 10 VOL 14 11 !1 11 1, mare 1• 2 JULY 14 Wti ry,}E,a 79 JIILY 15 •• USE LONG SWEEP SO- BENDS W W Ln Ln i¢ DATE= 21 W%1 17 WARjr2NING 2" POWER CONDUIT FROM METER CENTER (TYPICAL), RE. 3/6.3 I 1 2" GENERATOR CONDUIT FOR 3 SCH. 80 TELCO CONDUIT ti..,"" Ifts CONDUITS & INFORMATION NOT W/PULL STRING FOR FIBER OPTIC SHOWN SEE SHT. 6.2 omym ,urmlr.r. NERRIGE SHEET No. �41 EQUIPMENT PAD UTILITY RISER DIAGRAM 63 CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN A COPY OF VERIZON'S LATEST REVISION OF GROUNDING REQUIREMENTS (VERIZON'SDOCUMENT -NSTD4Er)AND INSTALL THE SITE GROUNDING SYSTEM IN ACCORDANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE REFERENCED DOCUMENT OR THE REOUIREMENTS AS SHOWN IN THESE DRAWINGS. NOTE THAT THE REFERENCED DOCUMENT ADDRESSES GROUNDING OF ITEMS THAT ARE NOT SHOWN IN THESE DRAWINGS. IN GROUND FIBER OPTIC BOX PROVIDED BY & INSTALLED BY FIBER OPTIC PROVIDER COMPOUND GROUNDING PLAN 31Y8"+1 -0• GENERAL NOTES 1, REFER TO DRAWING 9.2 FOR GENERAL NOTES PERTAINING TO THIS DRAWING 2. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE MECHANICAL CONNECTORS FOR CONNECTIONS TO FLAT SURFACES. 3. ALL EXTERIOR GROUND BARS MUST BE TINNED. 4. ALL ICE BRIDGE SECTIONS SHALL BE JUMPER£D W/ #2 SOLID. NOTES BY SYMBOL " O " OF A�r� 4 HERRAGE N EHGINEEMNO Y 4 �{yN0.1737 "�S1f fifs'�t�" 1. GROUNDING SYSTEM SHALL BE COMPRISED OF #2 AWG SBTC CONDUCTOR, UNLESS NOTED OTHERWISE, BURIED AT 30" MINIMUM BELOW FINISHED GRADE. ALL CONNECTIONS SHALL BE EXOTHERMIC WELD. UNLESS NOTED OTHERWISE. 2. BOND #2 AWG SETC GROUND CONDUCTORS BELOW GRADE TO EACH SUPPORT LEG ON BOTH SIDES OF THE CABLE SUPPORT STRUCTURE USING EXOTHERMIC WELD CONNECTIONS. 3.13OND (2)-#2 AWG SBTC CONDUCTORS FROM EQUIPMENT PAD GROUND BAR TO EQUIPMENT PAD GROUND RING PER VERIZON DRAWINGS AND CONSTRUCTION MANAGER SPECIFICATIONS AND DIRECTION. RE: A/7.1 AND A/7.2 4. BOND ALL EQUIPMENT CABINETS (TYP. 2-PLACES) WITH 2 HOLE LUG MEETING NEC CODE 250.94 ® CABINET AND TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC WELD. S.BOND 4"x24" TIN COATED COPPER TOWER GROUND BAR WITH TAMPER RESISTANT MOUNTING HARDWARE TO TOWER GROUND RING USING (2)-#2 AWG SBTC CONDUCTOR SLEEVED IN Yz" PVC CONDUIT, SEE DEL E/7.2 B. BOND RACK MOUNTED SPD (SURGE PROTECTION DEVICE) WITH 2 HOLE LUG MEETING NEC CODE 250,94 ® SPD AND TO EXISTING POWER RACK GROUND RING W/ EXOTHERMIC WELD. 7. GROUND GENERATOR FOUNDATION REBAR TO EQUIPMENT PAD GROUND RING. SEE DETAIL C/7.2 B. BOND GENERATOR FRAME (TYP. 2 LOCATIONS) W/ 2 HOLE LUG MEETING NEC CODE 250.94 @ GENERATOE EASE TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC WELD. 9. BOND RACK MOUNTED TELCO CABINET W/ 2 HOLE LUG MEETING NEC CODE 250.94 ® TELCO CABINET & TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC WELD. 10.BOND RACK MOUNTED ATS CABINET W/ 2 HOLE LUG MEETING NEC CODE 250.94 0 ATS CABINET & TO EQUIPMENT PAD GROUND RING W/ EXOTHERMIC WELD. 11. GROUND NEW EQUIPMENT PAD FOUNDATION REBAR TO EQUIPMENT PAD GROUND RING. SEE DETAILS C/7.2 & F/7.2 12.BOND GROUND RINGS WITHIN 6'-C" OF FENCE TO EACH FENCE POST ADJACENT TO GROUND RING BOND TO FENCE WITH MECHANICAL CONNECTOR AND TO GROUND RING W/ EXOTHERMIC WELD. ELECTRICAL LEGEND O DRAWING NOTE REFERENCE (NOTES BY SYMBOL) ® 5/8-0 X W-0" LONG COPPER CLAD STEEL GROUND ROD ® 5/8"C X B'-O" LONG COPPER CLAD STEEL GROUND ROD IN INSPECTION SLEEVE EXOTHERMIC WELD CONNECTION ■ MECHANICAL CONNECTION o- a- GROUND CONDUCTOR. TYPE AND SIZE AS NOTED. MIN. 30" BELOW GRADE OR G" BELOW FROST LINE. WHICHEVER 15 GREATER �MN I�IW w ui � ni w w w 777 VI m 0 to i2 to �1t a. Ftom _?I P.aO�C10em.nrs Herltege Engineering pA.amms Sa d.�}4pAW— 7=0 �pAk{l 6 rSW>sltE�rrd nC+vt W U) _( LU a° z 40 g Y 2 Iz = z z a� a 1 Q z Lu Ll! LLI J z /� t� 0c :./ / LD G X 0 W U amim"54 2DI] VGV 1 MpI SY.YC 054 1.4.@GVET 10 RAR t4 lssu b�SEi 2 JULY 14 "" r vAn k W JULY is t5S'>fi 111TE S 21. RrR 17 wuwwc scue •s sRekN txs—ar. a wtlar. RDYIAGE aecxm er: uw SHEET Na. 7.0 -COAX GROUND EQUIP. PAD GROUND 7 ZF KIT SEE BAR, SEE DET. DETAIL J/7.2 H/732 POLE b8" WEDE ICE L ` GALV. CAP BRIDGE CANOPY BY ATL OR APPROVED EQUAL to WIDE % 3" DE GRIEP-�f" GRIP STRUT BY ATL OR APPROVED EQUAL COAS CA N WAVEGUIDE BRIDGE HANGER KIT ANOREW MT-357-24 #2 AWG SBTC CONDUCTOR FROM EQUIP. AT 36" D.C. MAX, PAD GROUND BAR, (SEE DET. A/7.2) TO ",ate EARTH GROUND (2 TOTAL) TYP. h" PVC FLEXIBLE CONDUIT EXTENDED FROM GROUND BAR TO A MINIMUM 24" INTO GROUND. (2-TOTAL) #2 AWG SBTC WIRE CADWELDED TO - SUPPORT POST BELOW GRADE (TYPICAL) FOR TOWER GROUNDING OF AGT SEE DET. iF � B1 AIR TERMINAL�� 2 et HERMAGE COAX GROUND KITICAEBLEBARS LIGHTNING ROD ENGINEERING ����` (TYP.) SEE DETAIL D/7.2 AIR T (2)-#2 SBTC CONDUCTORS LIGHT ROUTED IN Nt" PVC SLEEVE ROD EXTENDED FROM GROUND BAR TO A MINIMUM 24" BELOW GRADE. COAX/WAVEGUIDE #6 GREEN THNN COPPER 75'ROUND KIT 7AI'NTENNA WIRE CADWELDED TORVALUMPER COAXEENARDWARE TO 36" SUPPORT POST (TYPICAL) GUIDLADD TYP. NISTRUT OR TOWER, REFER TO PLAN RACKET FOR EXACT TYPE OUNTED ON OWER. -#2 SBTC WIRE CADWELD, LISTEDHOLE LOWER BAR, SEE CLAMPS0TO ET. 0/7.2 LEG #2 AWG SBTC CONDUCTOR GROUND I i EQUIP. PAD GROUND I RING SUPPLIED AND INSTALLED BY y+ 3 I RING SHALL BE #2 GENERAL CONTRACTOR AROUND AWG SBTC WIRE TOWER i - - - ----- --- --- -- --- ----------- --- ----- - --- - --- ---- --�� r GROUND ROD (TYP. EXTERNAL TOWER GROUND RING 30" RE: E/7.1) BELOW GRADE OR 6" BELOW FROST LINE WHICHEVER IS GREATER CADWELD CONNECTION (TYP.) CA13WELD CONNECTION GROUND ROD {TYP_ RE: E/7.1) 3O" MIN, NOTE: •MINIMUM BEND RADIUS CONDUCTOORR IS 12" OF #2 SGROUND A TYPICAL EQUIP. PAD/ WAVEGUIDE BRIDGE/TOWER GROUNDING ,[ H.,� _ 17 •! / N.T.S. 2 POLE 48" WIDE ICE - BRIDGE CANOPY BY ATL OR APPROVED EQUAL 24" WIDE X 3" DEEP - GRIP STRUT BY ATL OR APPROVED EQUAL WAVEGUIDE BRIDGE HANGER KIT ANDREW MT-357-24 AT 36" O.C. MAX. CABINET D ELECTRICAL / GROUNDING �•� N.7.5.. GROUND BAR #2 AWG SBTC CONDUCTORS (2 TOTAL) COAX GROUND KIT SEE DETAIL J/7.2 r WAVE GUIDE j BRIDGE h" PVC CONDUIT FROM CALDWELL CONNECTION TO 24" BELOW GRADE FIN. GR. COAX CABLE & ANTENNA ANTENNA GROUND {TOP OF GRAVELY GROUNDING DETAIL �i1 BAR LOCATION 7.1 N.T.S. 7.j N.T.S. —OUTLINE OF TOWER FOUNDATION AWG SBTC WIRE EXOTHERMICALLY WELD TO GROUND ROD, SEE 1a"A X 24" DEEP — INSPECTION WELL OR AGGREGATE SURFACE WELDING DETAILS a EQUIVALENT FINISHED GRADE -[ice #2 AWG SBTC I I i I WIRE 5 V SRC NO. 5�� }A;)< CADWELD CONNECTION TWO (2) AGGREGATES OR SRC CR-fi II CRUSH RUN #2 AWG SBTC GROUND RING COATSE COLDH II 39 BELOW GRADE OR 5 GALVANIZED PAINT BELOW FROST LINE WHICHEVER IS GREATER %" DIA. z8'-0" LONG GALVANIZED GROUND ROD (TYP.) 10'-0" (MAX.) P GROUND RING & ROD DETAIL GROUND KIT T, I MT.& JUMPER TO 3/8" HARDWARE 12" MIN. DRIP LOOP FOR COAX •- GRQUND BAR AT 02 SSFC TOWER SEE DET. E/7.2 MI IN PVC SLEEVE k+l�.�ljr'll MIN. 24" INTO GROUND FROM TOWER TO NOTE: GROUND RING -IF SUPPORT IS NECESSARY, MUST USE NON-METALLIC TOWER CIGBE WITH CLAMP. E1 COAXIWAVEGUIDE GROUND KITS 7 7 J N.T.S. {TYP.} INSTALL AT EACH CCAWWAVEGUIOE Et -A? NEW GENERATOR FURNISHED BY — VERIZON INSTALLED BY CONTRACTOR BOND TO GENERATOR FRAMs W/ MECHINCAL CONNECTOR (TYP. 2-PLACES) SURFACING FINISHED GRADE f � TL- ,nun u,ceEmtios�L� Heritage Engineering P.Q. 00"IZ 2.,A.1L A11� T2MI FAX I56! 5 0 r� — LOOP #2 = TINNED WIRE cl) BJ Q� .J N O n V� d Z O LLJ Z LLi _ g co #2 AWG SBTC EXTERIOR GROUND RING. PLACE 30" BELOW GRADE OR 6" BELOW FROST LINE. G INSPECTION WELL DETAIL T.� SCALE.: N.T.S. SUNLIGHT RESISTANT 3/4" FLEXIBLE CONDUIT OR EQUIVALENT (EXTEND FROM EXOTHERMIC WELL) TO 24" BELOW GRADE) TYP. GENERATOR FOUNDATION BONO GENERATOR SEE SHEET 5.0 FOUNDATION REBAR TO SHELTER GROUND RING SEE DET. C/7.2 & F/7.2 FINISH GRADE z #2 SOLID TINNED COPPER ::E GROUND CONDUCTOR 70 _ EXISTING SHELTER GROUND RING H GENERATOR GROUND DETAIL 7a Hrc a� Fz U C z W L z J z Lw J F- Z :3 W U) z cl) W 0 (� 5= (. 1- oW z= a� U .. a o ww hR,m! R 70G3= N v) W rtE wart: �Imm SCALE M6 ¢ x MSUEMTE2 10 LAR 14 IJUCMTE2 2 JMT 14 W W ISUC MTEb 78 Jl1LT 15 a ae Ma FkTR� 22 WR 17 uj WARNING 0 12 1 N =1 m to _ m 9C4E NIS pEs,tre;p er. -N oRAxTlar. A6L oerJ<En sr. [Aye SHEET Nn. 7.1 2'-0 .1 #2 AWG SBTC JUMPER FROM GROUND BAR TO EQUIP. CANOPY FRAME EQUIP. PAD GROUND BAR, SEE OET, H/7.z #2 AWG 58TC - CONDUCTOR FRO GROUND BAR TO ICE BRIDGE TO ANTENNA COAX • I• • . • . • • .O. — GPS ANTENNA TYPE GR WAVEGUIDE ICE BRIDGE YJ P£ TA � TYPE PT TYPE GLSUG 3" NIA. (MIN.) SCH 40 PIPE TYPE SS TYPE GT TYPE HS (2)-#2 AWG SBTC CONDUCTOR ROUTED INSIDE SUNLIGHT RESISTANT Y2" FLEXIBLE CONDUIT OR EQUIVALENT (EXTEND FROM GROUND BAR TO 24" BELOW GRADE) V TYPE XA TYPE HA TYPE VS #2 AWG SBTC GROUND RING rA-`� CANOPY GROUND BAR DETAIL \7_'� J NOTTO SCALE 4"x24" TIN COATED COPPER GROUND BAR WITH TAMPER RESISTANT HARDWARE MADE BY HARGER GROUNDING & LIGHTNING PRODUCTS OR APPROVED EQUAL a `•-- TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED 2_ EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS 3. GROUND BAR SHALL NOT BE ISOLATED FROM THE TOWER. MOUNT DIRECTLY TO TOWER STEEL. p ANTENNA GROUND BAR DETAIL 7. NOT TO SCALE - --- - 2 HOLE CRIMP STAINLESS STEEL BOLT COMPRESSION CONNECTOR STAINLESS STEEL FLAT WASHER GRGUND BAR STAINLESS STEEL FLAT WASHER 2 HOLE CRIMP � � FLAT STEEL NUT COMPRESSION STAINLESS STEEL CONNECTOR 13ELLVILLE WASHER BACK TO BACK CONNECTORS ,�+� AT GROUND BARS TYP.] _ W. 110T TO B CADWELD CONNECTION_ TYPES "lNOT TO SCALE z'-D^ 4"xZ4" TIN COATED TO ANTENNA COPPER GROUND BAR COAX TWO HOLE lq WITH TAMPER RESISTANT LONG BARREL HARDWARE MADE BY COMPRESSION HARGER GROUNDING & LUG (TYP) LIGHTNING PRODUCTS OR APPROVED EQUAL g2 SOLID TINNED '❑ ❑ o Q o 0 0 COPPER CONDUCTOR TO TOWER GROUND \\\ RING (2 TYP FOR INSULATED STANDOFF BOTTOM GROUND BAR ONLY) NOTES. 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED 2, EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS 3. GROUND BAR SHALL BE ISOLATED FROM THE TOWER. 4. INSTALL GROUND BARS AT 75' INTERVALS MAXIMUM. F TOWER GROUND BAR DETAIL NOTTD SCALE 4"x24" TIN COATED COPPER GROUND BAR WITH TAMPER RESISTANT HARDWARE MADE BY HARGER GROUNDING & LIGHTNING PRODUCTS OR APPROVED EQUAL #2 SOLID TINNED — COPPER CONDUCTOR TO SHELTER GROUND RING (2 TYP) APPLY OXIDE INHIBITING COMPOUND TO ENHANCE�I GROUNDING 1 I EDGE FOUNDATION --i I I CONNECT LUG CONNECTION I I PLASTIC SLEEVE ON #2 AWG SDTC GROUND CONDUCTOR AS I CONDUCTOR EXITS FOUNDATION #2 AWG SBTC j GROUND I CONDUCTOR I I 1 I I I I 1 LEGEND �� OF Apt ARWAth SBTC = SOLID BARE TINNED COPPER WIREEXOTHERMIC WELD CONNECTIONjPE� MECHANICAL CONNECTION r� H°.IIa FJH� �o � 15[S 174 ck kl "xo GROUND JUMPER 14 ff ATTACHED TO REHAR 670" MIN. LENGTH. Heritage SEE DET. F/7.2 Engineering PLASTIC SLEEVE PG.°Ox 50 ON JUMPER ® - �m1R1 mws TaII tun CONCRETE EDGE Fi e TO PREVENT OXIDATION i 1 #2 AWG SBTC=EQUIPMENT JOMP?=R FROMEQUIPMENT PAOREBAR PAD FOUNDATION UNDISTURBED SOIL ' #2 AWG SBTC F2 A OR APPROVED FILL PAD EARTH GROUND RING COMPACTED TO 9R MODIFIED PROCTOR 0 %C� EQUIP. PAD FOUND. GROUNDING DETAIL T. NOT TO SCALE SHELTER & TOWER 4F.FOUNLDIATION GRONDING DETAIL N.T.S.- —. 2'-0- TO ANTENNA COAX - ❑ ❑ a nil; TWO HOLE LONG BARREL COMPRESSION LUG (TYP) INSULATED STANDOFF NOTES: 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS 3. GROUND BAR SHALL BE ISOLATED FROM THE EQUIPMENT CANOPY. `(R� EQUIPMENT PAD GROUND BAR DETAIL . NOTTOSCALE UL Q J LL o (n, � N d Z 0 ~ LLI Y Co w z z U) U a W LLI W s Lr z L Z W f Q r 0 Z m 12" TO 24- ANTENNA CABLE � x '� W (n � x 0 {� a= 0� 03 00 c3 i- d II WEATHERPROOFING KIT vwi Ln (SEE NOTE 3) z m 1a lm 1p: =3-Cow CABLE GROUND KIT M FLEWlr: #6 AWG STRANDED Cu WIRE WITH PwTsc. - w w cswca Tl1: 1t15 10 WA 14 GREEN. 600V THWN INSULATION m 1dA><pu�l 2 JWY CA (GROUNDED TO GROUND EAR) (SEE v1 v u� r la JUL NOTES 1 & 2) w zv��•' *OLV rAT S 22 MM 17 NOTES: H WARNING o IQ 1 1.00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS h95 SUPPLIED OR RECOMMENDED BY CAALE MANUFACTURE. oru>\r1er. >t[mrcc� WEATHER PROFFING SHALL BE (TYPE AND PART NUMBER AS e* SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) SHEET Na. J COAX GROUNDING DETAIL %. NOT TO SCALE �' GENERAL NOTES 1. THE EXISTING TOPOGRAPHY AND VERTICAL GEOMETRY REPRESENTED ON THESE DRAWINGS IS TO BE VERIFIED BY CONTRACTOR EXISTENCE AND LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES AND SERVICES ARE TO BE ESTABLISHED BY CONTRACTOR THROUGH COORDINATION WITH THE APPROPRIATE UTILITY COMPANY OR AGENCY PRIOR TO GRADING OR START OF CONSTRUCTION. AND THATALL WORK CAN BE ACCOMPLISHED PRIOR TO INITIATING ANY WORK 2. INFORMATION ON THE TOWER, TOWER AND GUY ANCHOR FOUNDATIONS, AND EQUIPMENT CABINETS SHALL BE PROVIDED BY OTHERS. 3. A 20' HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. ALL SURVEY INFORMATION REFERENCED IN THESE DRAWINGS COMPLIES WITH FAA ORDER 8260.19C ACCURACY TOLERANCES. 5. PROVIDEALL LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. B. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATETHE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR INSTRUCTIONS OF THE ENGINEER AND/OR OWNER'S REPRESENTATIVE. DO NOTSCALE DRAWINGS. 7. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO COMPLETE INSTALLATION, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED, AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO OWNERS ACCEPTANCE S. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR SOIL EROSION AND SEDIMENT CONTROL, AND OTHER REQUIREMENTS OF GOVERNMENTAL AUTHORITIES HAVING JURISDICTION 9. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK 10. THE CONTRACTOR SHALL MAINTAIN BENCHMARKS AND OTHER ELEVATION CONTROL POINTS AND SHALL REESTABLISH, IF DISTURBED OR DESTORYED, AT NO ADDITIONAL COSTTO THE OWNER. 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING OFTOWER IN ACCORDANCE WITH FAA REQUIREMENTS AS CONSTRUCTION OFTOWER PROGRESSES. THE CONTRACTOR SHALL MAINTAIN TEMPORARY POWER AND LIGHTING UNTIL PERMANENT POWER AND LIGHTING ARE PROVIDED. 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND OR RESTORATION OF ANY DAMAGE TO THE EXISTING ACCESS ROADWAY AND ANY ADJACENT SITE AREAS AS A RESULT OF HIS USE DURING CONSTRUCTION. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK 13. THE CONTRACTOR SHALL REMOVE ALL WASTE, DEBRIS, AND TRASH FORM SITE AND DISPOSE OF IN A LEGAL MANNER 14. UPON COMPLETION OF WORK, OR AS DIRECTED BY EROSION CONTROL AUTHORITIES, ALL DISTURBED AREAS NOT IMPROVED WITH GRAVEL SHALL BE SEEDED WITH PERMANENT SEEDING MATERIAL SUITABLE FOR THE LOCAL GROWING AREA. 15_ PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISITTHE JOB SITE AND BE SOLELY RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDDIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHTTO THE ATTENTION OFTHE PROJECT MANAGER. 16. THE CONTRACTOR SHALL RECEIVE IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 17. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENTAND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE INDICATED OR SPECIFICALLY WHERE LOCAL CODES, OR REGULATIONS TAKE PRECEDENCE. IS. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 19. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECTTHE WORK, USING BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATION ALL PORTIONS OF THE WORK UNDER THECONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE 20. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY HE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS WILLSE INCLUDED AS PART OF THE WORK 21. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER. 22. KEEP GENERAL AREA CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE 23. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION 24. REPRESENTATIONS OF TRUE NORTH, OT34ER THAN THOSE FOUND ON THE BONUDARY SURVEY DRAWING, WILL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OFTRUE NORTH ATTHE SITE. THE CONTRACTOR WILL RELY SOLELY ON THE BOUNDARY SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND WILL NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY 15 FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE BOUNDARY SURVEY. THE CONTRACTOR WILL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ENGINEER SPECIFICATIONS TABLE OF CONTENTS SECTION TITLE DIVISIONS -GENERAL RE0U17EL!F.t TS_ I= SUMMARY 1300 ADMINISTRATIVE REQUIREMENTS 1400 QUALITY REQUIREMENTS 1700 EXECUTION REQUIREMENTS ❑ IVISION 2 -SITE CONSTRUCTION 2300 EARTHWORK 2324 TRENCHING 2370 EROSION AND SEDIMENTATION CONTROL 2730 GRAVEL SURFACING DIVISION 3-CONCRETE 3100 CONCRETE FORMS AND ACCESSORIES 320D CONCRETE REINFORCEMENT 3300 CAST IN -PLACE CONCRETE DIVISION 1- GENERAL REQUIREMENTS SECTION 1100 - SUMMARY PART 1 - GENERAL 1.1 PURPOSE AND INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THIS PROJECT. B_ THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY, HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOTTHE OTHER, IT SHALL BE DONETHE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. D. THE PURPOSE OF THE CONSTRUCTION SPECIFICATIONS IS TO INTERPRETTHEINTENTOFTHE DRAWLNGSAND TODESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WOR1L NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTEDBYTHE OWNER WITHOUTISSUINGACHANGEORDER. PART2-PRODUCTS NOT USED PART 3 - EXECUTION NOT USED SECTION 1300 -ADMINISTRATIVE REQUIREMENTS PART 1 - GENERAL 1,1 CONFLICTS A VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS, SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED HIMSELF PRIOR TO BIDDING_ C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK 1.2 CHANGE ORDER CONFLICTS A CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGES IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE OWNER FOR APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OFTHESE ACTIONS ON THE CONTRACTOR 1.2 CHANGE ORDER CONFLICTS A CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/ORTHE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGES IN WORK OR MATERIALS ANDANYCHANGESINTHE CONTRACT AMOUNT AND PRESENT TO THE OWNER FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR 1.3 RELATED DOCUMENTS AND COORDINATION A CIVIL, ELECTRICAL, STRUCTURAL, TOWER DRAWINGS AND ANY OTHER INCLUDED TRADES ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION IS THE RESPONSIBILITY OF THE CONTRACTOR 1.4 SHOP DRAWINGS A A CONTRACTORTO SUBMIT SHOP DRAWINGS AS REQUIREDTOTHE OWNER FOR APPROVAL 1.5 PRODUCTS AND SUBSTITUTIONS A SUBMIT 3 COPIES OF EACH REQUEST FCR SUBSTITUTION, IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATIONS SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER, SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS. 1.6 ADMINISTRATION A BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACTAS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THE PROJECT. THIS PROJECTMANAGER WILL DEVELOP A MASTER SCHEDULE FORTHE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRJOR TOTHE COMMENCEMENT OF ANY WORK. B. SUBMIT A BAR CHART TYPE PROGRESS SCHEDULE NOTMORETHAN3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE INDICATE A TIME BAR FOR EACH MAJOR CATEGORYOR UNITOF WORKTO BE PERFORMED ATSITE, PROPERLY SEQUENCED AND COOR01 NATED WITH OTHER ELEMENTS OF WORK SHOW COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OFTHE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK C. PRJORTO COMMENCING CONSTRUCTION, THE OWNER SHALLSCHEDULE AN'CWSITE' MEETING WITH ALL MAJOR PARTIES, THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER LOCAL TELEPHONE COMPANY, ANDTHE TOWER ERECTION FOREMAN (IF SUBCONTRACTED). 0_ CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OFCONSTANT COMMUNICATIONS, SUCH AS MOBILE PHONE OR BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER NOR WILL CELLULAR SERVICE BE ARRANGED. E. PROVIDE DAILY UPDATES ON SITE PROGRESS. EITHERVERBALOR WRITTEN. F. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. G. THE OWNER SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND SHELTER PLACEMENTS. 1.7 INSURANCE AND BONDS A CONTRACTOR SHALLAT HIS OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND SHALL NOT COMMENCE HIS WORK UNTIL HE HAS PRESENTED A CERTIFICATE(S) OF INSURANCE STATING ALL REQUIRED COVERAGES. THIS REQUIREMENT APPLIES TO ANY SUBCONTRACTORS USEDBYTHE GENERAL CONTRACTOR THAT HAVE BEEN APPROVED BYTHE OWNER. PART 2-PRODUCTS NOT USED PART 3 - EXECUTION 1.1 PHOTOS A. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIORTO BACKFILL ED JUVTtoe SECTION1400-QUALITYREQUIREMENTSPART i - GENERAL1.1 CODES A CONTRACTOR SHALLBERESPONSIBLEFOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL_ AUTHORITIES WITH JURISDICTION OVER THE SITE THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENITIONEO IN THESE SPECIFICATIONS. 12 LICENSING A HAVE AND MAINTAIN A VALID CONTRACTORS LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THATLICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTOR'S PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 1.3 BUILDING PERMITS A. OWNER WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUSMLTLICENSING AND WORKMAN'S COMPENSATION INFORMATIONTO THE JURISDICTION AS REQUIRED TOOBTALNTHE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS ATTHEJOB SITE COMPLY WITH SPECIFIC PROJECT RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORKTHATMAYMAYBE SEYONDTHESCOPEOFTH£CONTRACTOR DEVIATE FROM THE CONSTRUCTION DOCUMENTS, OWNER WILL REIMBURSE THE CONTRACTOR FOR FEES, FOR PLAN REVIEW, BUILDING PERMIT, CONNECTIONS, AND INSPECTION, 1.4 ZONING REGULATIONS AND CONDITIONAL USE PERMITS A OWNER WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE-BIDMEETINGORAS SHOWN IN CONSTRUCTION DOCUMENTS. PART2-PRODUCTS NOT USED PARTS -EXECUTION NOT USED SECTION 1700-EXECUTION REQUIREMENTS PART 1-GENERAL 1.1 CLEANING w z z A KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND w RUBBISH CAUSED BY EMPLOYEES. ATTHE COMPLETIONOFTHE U WORK, REMOVE ALL WASTE AND NON -CONSTRUCTION MATERIAL, 4 INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. z 12 OSHA z A FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE z OCCUPATIONALSAFETYAND HEALTH ADMINISTRATIONS, AND STATE¢ LAWS BASED INTHE FEDERAL OCCUPATIONAL SAFETY AND HEALTH `y ACT. THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, REGULATIONS DEALING WITH TOWER CIO N STRUCTION ANDSAFETY. E7 EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES. r ENSURETHAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS ATALLTIMES DURING CONSTRUCTION. 1.3 FAA PERMIT AND TOWER LIGHTING o A REFER TO CONSTRUCT ON MANAGER FOR FAA AND STATE LIGHTING w ... REOUIREMENTS. CONTRACTOR SHALL • PROVIDE TEMPORARY FAA ... in APPROVED LIGHTING UNTIL PERMANENT LIGHTING iS OPERATIONAL 0 1.4 TOWER SECURITY ri A TOWM MUST BE FENCED. TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESS LNG THE w TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY TIME FOR °C ANYREASON. KEEP THE GATE CLOSED AND LOCKED WHENNOTIN v USE w 1.5 SITE C13NTROL _N A- THE CONTRACTOR 15 COMPLETELY RES PONE [BLE FOR CONTAINMENT OF SEDIMENTAND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO OWNER B. THE CONTRACTOR ISTO MAINTAIN ADEQUATE DRAINAGEATALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE ATTHE CONTRACTOR'S EXPENSE '"I. nrrmto,a E]�11E1� Herltage Englneering P.ILBOXW5 B.mm%ml,.ns4s 72018 F 11➢ 21a -jw'k"*E+, awls PAM LLl 0)a0 EL 1- zo Q Z0 L! .�. LLJ a _ U) Q Q ces cri 0 W Ln J uul LL Tn W N LR 0 ne xg Hoc am7-oea7 �sn acx:: I:I use wrt l� n We to Lxy�wTEz to uuI u L" GTES 2 ULY 14 tcu mk 29 LILY 19 SHEET No. 8.0 C. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED DIVISION 2- SITE CONSTRUCTION SECTION 2300 - EARTHWORK PART 1-GENERAL 1.1 SECTION INCLUDES: A EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS, AND UTILITIES. B. MATERIALS FOR SUBBASE, DRAINAGE FILL, FILL, BACKFILL, AND GRAVEL FOR SLABS, PAVEMENTS, AND IMPROVEMENTS. C. ROCK EXCAVATION WITHOUT BLASTING. D. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED. E REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. 12 RELATED SECTIONS A 2324 TRENCHING B. 2370 EROSION AND SEDIMENTATION CONTROL 1.3 QUALITY ASSURANCE A COMPACTION: UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS, AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. B. GRADING TOLERANCES OUTSIDE BUILDING LINES: 1. LAWNS, UNPAVED AREAS, AND WALKS, PLUS OR MINUS 1 INCH. 2. UNDER PAVEMENTS, PLUS OR MINUS 112INCH. C. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: PLUS OR MINUS 1121NCH MEASURED WITH 10 FOOT STRAIGHTEDGE PART 2-PRODUCTS 2i MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS.) A. SUBBASE MATERIAL: GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE OR SLAG, AND NATURAL SAND. B. WASHED MATERIAL EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 95 PERCENT PASSING A 1 12 INCH SIEVE C. GRADING MATERIAL' SATISFACTORY NATIVE OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 21NCHES IN ANY DIMENSION. DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNUSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT. D. BACKFILL MATERIALS: SATISFACTORY NON -COHESIVE NATIVE OR IMPORTED SOILS FREE OF CLAY, ROCK OR GRAVEL LARGER THAN 4 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS. IMPORTED MATERIAL SHALL HAVE A CLAY CONTENT OF NO MORE THAN 5 PERCENT. PART 3 - EXECUTION 3.1 GRADING AND SUBGRADE PREPARATION A USING ON-SRE EXCAVATION MATERIALS, SHAPE, TRIM, FINISH, AND COMPACT SURFACE AREAS TO CONFORM TO THE LINES, GRADES, AND CROSS SECTIONS SHOWN ONTHE DRAWINGS OR AS DESIGNATED BY THE CONSTRUCTION MANAGER B. GRADE SURFACES TO DRAIN AND ELIMINATE ANY PONDING OR EROSION. C. ELIMINATE WHEEL RUTS BY REGRADING. D. COMPACT THE TOP 12 INCHES OF SUBGRADE IN AREAS UNDERLYING NEW GRAVEL, PAVING, FLOOR SLABS, AND STRUCTURES TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BYASTM D-1557, WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. E CONSTRUCT FINISHED SURFACE OF GRADED AREAS WITHIN ONE INCH FROM SPECIFIED GRADE- F. DO NOT STOCKPILE MATERIALS ON TOP OF SUBGRADE UNLESS AUTHORIZED BY CONSTRUCTION MANAGER. 32 EXCAVATION AND FILL A. EXCAVATE TO DEPTH. LINES, AND GRADES SHOWN ON THE PLANS OR AS OTHERWISE SPECIFIED. B. TEMPORARILY STOCKPILE ON -SITE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE. STOCKPILE SHALL NOT EXCEED15 FEET IN HEIGHT. C. LEGALLY 015POSE OF EXCESS COMMON EXCAVATION OFFSITE. 3.3 EMBANKMENT AND BACKFILL A CONSTRUCT EMBANKMENT TO THE LINES AND GRADE SHOWN ON THE DRAWINGS. B. CONSTRUCT EMBANKMENT FROM ON -SITE EXCAVATION MATERIALS WHEN SUITABLE. USE IMPORTED BACKFILL ONLY AFTERAVAILABLE ON -SITE EXCAVATION MATERIALS HAVE BEEN USED. C. CONSTRUCT IN LIFTS OF NOT MORE THAN 9INCHES IN LOOSE DEPTH. THE FULL WIDTH OF THE CROSS SECTION SHALL BE BROUGHT UP UNIFORMLY, D. MATERIAL SHALL BE PLACED IN LAYERS AND SHALL BE NEAR OPTIMUM MOISTURE CONTENT BEFORE ROLLING TO OBTAIN THE PRESCRIBED COMPACTION. WETTING OR DRYING OF THE MATERIAL AND MANIPULATION TO SECURE A UNIFORM MOISTURE CONTENT THROUGHOUTTHE LAYER MAY BE REQUIRED. SUCH OPERATIONS SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM. SHOULD THE MATERIAL BET00 WET TO PERMIT PROPER COMPACTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE MATERIAL WITH AN ACCEPTABLE MOISTURE CONTENT. E_ DO NOT PLACE FROZEN MATERIAL IN THE EMBANKMENT, AND DO NOT PLACE EMBANKMENTMATERIALUPON FROZEN MATERIAL. F. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND THE REPLACEMENT OF ANY PORTION WHICH HAS BECOME DISPLACED DUE TO THE CONTRACTOR'S OPERATIONS. G. START LAYERS INTHE DEEPEST PORTION OFTHE FILL, AND AS PLACEMENT PROGRESSES, CONSTRUCT LAYERS APPROXIMATELY PARALLEL TO THE FINISHED GRADE LINE H. ROUTE EQUIPMENT, BOTH LOADED AND EMPTY, OVER THE FULL WIDTH OF EMBANKMENT TO ENSURE UNIFORMITY OF MATERIAL PLACEMENT. 1. COMPACT EMBANKMENT UNDERLYING NEW GRAVEL PAVING, FLOOR SLABS, AND STRUCTURES TO 95 PERCENT MAXIMUM DRY DENSITY, AS DETERMINED BYASTM 13-1557, WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. COMPACT NONSTRUCTURAL AREA EMBANKMENTS TO A MINIMUM OF900F MAXIMUM DRY DENSITY. SECTION 2324-TRENCHING PART 1 -GENERAL CALL LOCAL UNDERGROUND UTILITY LOCATING SERVICE BEFORE ANY EXCAVATION ORTRENCHING. 1.1 PIPE DETECTION AND IDENTIFICATION; A ALL ELECTRIC SERVICE TRENCHES SHALL BE MARKED WITH WARNING TAPE 1.2 TRENCH PROTECTION A PROVIDE MATERIALS, LABOR, AND EQUIPMENT NECESSARY TO PROTECT TRENCHES AT ALL TIMES. B. SHEETING AND BRACING. MEET OR EXCEED OSHA REQUIREMENTS. PART 2 - PRODUCTS 2.1 MATERIALS. A FILL MATERIAL SHALL BE OBTAINED, WHEN POSSIBLE, FROM MATERIALS EXCAVATED FROM TRENCHES ON SITE STRUCTURAL FILL, SAND, OR SLURRY SHALL BE APPROVED BY THE CONSTRUCTION MANAGER AND SHALL CONFORM TO LOCAL GOVERNING JURISDICTIONS AND UTILITY COMPANY REQUIREMENTS. THE FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS, NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATERIAL - PART 3 . EXECUTION 3.1 TRENCH EXCAVATION A DIG TRENCH TO LINES AND GRADES SHOWN ON THE PLANS OR AS DIRECTED BY CONSTRUCTION MANAGER B. TRENCH LENGTH SHALL BE SUFFICIENT TO ALLOW FOR SATISFACTORY CONSTRUCTION AND INSPECTION OF THE PROJECT, WITHOUT ENDANGERING OTHER CONSTRUCTION WORK OR ADJACENT FACILITIES. C. DISPOSE OF EXCESS AND UNSUITABLE EXCAVATION MATERIAL PROPERLY, AS DIRECTED BY CONSTRUCTION MANAGER. D. USE HAND METHODS FOR EXCAVATION THAT CANNOT BE ACCOMPLISHED WITHOUT ENDANGERING EXISTING OR NEW STRUCTURES OR OTHER FACILITIES. 32 BACKFRLING A NOTIFY THE CONSTRUCTION MANAGER AT LEAST 24HOURS IN ADVANCE OF BACKFILLING. B. BACKFILL OR BORROW SOIL SHALL BE PLACED IN 12 INCH LOOSE LIFTS WHEN UTILIZING HEAVY COMPACTION EQUIPMENT OR 6INCH LOOSE LIFTS WHEN UTILIZING HAND OPERATED TAMPERS. C. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT, OR UNBALANCED LOADING TO AVOID DISPLACEMENT OF CONDUIT ANDTORSTRUCTURES, DO NOT FREE FALL BACKFILL INTO TRENCH UNTIL AT LEAST 12 INCHES OF COVER IS OVER THE CONDUIT. 3.3 COMPACTION A. COMPACT BACKFILL TO A 95 PERCENT OF MAXIMUM DRY DENSITY, AS DETERMINED BYASTM D-1557, WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. $ IF REQUIRED COMPACTION DENSITY HAS NOT BEEN OBTAINED, REMOVE THE BACKFILL FROM THE TRENCH OR STRUCTURE, REPLACE WITH APPROVED BACKFILL,ANO RECOMPACTAS SPECIFIED. C. ANY SUBSEQUENT SETTLEMENT OFTRENCH OR STRUCTURE BACKFILL DURING MAINTENANCE PERIOD SHALL BE CONSIDERED THE RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY CORRECTED. SECTION 2370 -EROSION AND SEDIMENTATION CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES APPLICATION OF GEOTEXTILE FABRIC IN THE LOCATIONS AND LIMITS AS SHOWN ON THE SITE DRAWINGS. PART 2-PRODUCTS 2.1 GEOTEXTILE FABRIC: A. MANUFACTURER AND TYPE AS NOTED ON DRAWINGS. PART 3 - EXECUTION 3.1 GEOTEXTILE FABRIC: A. LAYGEOTEXI LEFABRICOVER COMPACTED SUBGRAVEAS PER DRAWINGS IN THE COMPOUND AREA AND UNDER LENGTH OF ROAD (WHENREQUIRED). LAP ALL JOINTS TO A MINIMUM OF 38 INCHES. SECTION 2730 - GRAVEL SURFACING PART 1- GENERAL 1.1 SECTION INCLUDES: APPLICATION OF GRAVEL SURFACE COURSE IN COMPOUND AREA AND ACCESS ROADS AS SHOWN IN THE DRAWINGS. PART2-PRODUCTS 2.1 GRAVEL MATERIAL A. CONFORMING TO GRADIAMON SCHEDULE ON DRAWINGS PART 3 - EXECUTION 3.1 PREPARATION A VERIFY SUBSTRATE IS DRY AND THAT GRADIENTS AND ELEVATIONS ARE CORRECT. B. CORRECT IRREGULARITIES IN SUBSTRATE BY SCARIFYING, RESHAPING, AND RECOMPACTING. C. 00 NOT PLACE AGGREGATE ON SOFT, MUDDY, OR FROZEN SURFACES 32 GRAVEL PLACEMENT A CONSTRUCT GRAVEL SURFACED AREAS USING CRUSHED AGGREGATE BASE AND FINISH COURSES AS SPECIFIED BY CONSTRUCTION MANAGER OR AS SHOWN IN DRAWINGS. B. SPREAD GRAVEL AND RAKE TO OBTAIN A UNIFORM SURFACE. DIVISION 3 - CONCRETE SECTION 3100- CONCRETE FORMS AND ACCESSORIES PART I - GENERAL 1.1 SECT10N INCLUDES: FORMWORK FORCASTIN•PLACE CONCRETE, WITH SHORING, BRACING, AND ANCHORAGE, OPENINGS FOR OTHER WORK, FORM ACCESSORIES, AND FORM STRIPPING. 1.2 DESIGN AND CONSTRUCT FORMWORK, SHORING, AND BRACING TO CONFORM TO CODE REQUIREMENTS; RESULTING CONCRETE SHALL CONFORM TO DESIRED SHAPE, LINE, AND DIMENSIONS. PART2-PRODUCTS 2.1 FORMS. SMOOTH AND FREE OF SURFACE IRREGULARITIES. PLYWOOD FORMS SHALL CONFORM TOAPATYPE B-B STRUCTURAL EXTERIOR GRADE. 22FORM RELEASE AGENTS: COLORLESS MINERAL OIL WHICH WILL NOT STAIN CONCRETE, ABSORB MOISTURE, OR IMPAIR NATURAL BONDING OR COLOR CHARACTERISTICS OF COATING INTENDED FOR USE ON CONCRETE. PART 3-EXECUTION 3.1 EARTH FORMS: HAND TRIM SIDES AND BOTTOM OF EARTH FORMS, REMOVE LOOSE SOIL PRIOR TO PLACING CONCRETE 32OPENINGS: PROVIDE FORMED OPENINGS WHERE SHOWN ON DRAWINGS AND AS REQUIRED FOR UTILITIES AND OTHER TRADES. 3.3 FORM REMOVAL: UPON COMPLETION, REMOVE ALL FORMS, INCLUDING THOSE CONCEALED ORBURIED. SECTION 32oD - CONCRETE REINFORCEMENT PART 1- GENERAL 1.1 SECTION INCLUDES: REINFORCING STEEL SA95, WELDED WIRE FABRIC, AND ACCESSORIES FOR CAST -IN -PLACE CONCRETE CONSTRUCTION MANAGER 12 QUALITY ASSURANCE UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR ➢ETAILING REINFORCED CONCRETE STRUCTURES(AC1315). PART2-PRODUCTS 2.1 REFER TO STRUCTURAL DRAWINGS FOR ALL MATERIAL REQUIREMENTS. PART 3 - EXECUTION 3.1 HEATING AND WELDING OFBARS IS PROHIBITED WITH THE EXCEPTION OF WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. 32 ALL REINFORCEMENT BARS TO BE FREE FROM LOOSE RUST AND SCALE. 3.3 CONCRETE COVER A UNLESS OTHERWISE NOTED, ALL REINFORCEMENTSHALL RAVE A MINIMUM CONCRETE COVERAGE OF 3 INCHES. THIS MAY REQUIRE SPACERS AND CHAIRS AS REQUIRED BY TESTING AGENCY OR CONSTRUCTION MANAGER. SECTION 3300-CASTAN-PLACE CONCRETE PART 1-GENERAL 1.1 SECTION INCLUDES: STRUCTURAL CONCRETE (FOOTINGS, FOUNDATIONS, ETC.), SLABS ON GRADE, CONTROL, EXPANSION, OR CONTRACTION JOINTS, CONCRETE FINISHING. 12REFERENCES; ASTM C94 -SPECIFICATION FOR READY MIXED CONCRETE PART2-PRODUCT3 7-1 READY MIXED CONCRETE: ALL CONCRETE SHALL COMPLY WITH ASTM G94 UNLESS NOTED OTHERWISE 22 MINIMUM COMPRESSIVE STRENGTH (FC) AT 23 DAYS: 40GD PSI FOR TOWER FOUNDATION, AND 3000 PSI FORALL OTHER CONCRETE UNLESS SPECIFIED IN DRAWINGS 2.3AIRENTRAINMENT: PROVIDE5%t1.0%AIRENTRAINMENTFORALL CONCRETE SECTION 3 - EXECUTION 3-1 CONCRETE TESTING: ALL FOUNDATION CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING AGENCY APPROVED BYTHE CONSTRUCTION MANAGER ALL STRUCTURALTOWER FOUNDATION CONCRETE MUST BE TESTED. EQUIPMENT OR BUILDING PADS ARE NOT REQUIRED TO BE TESTED, UNLESS OTHERWISE NOTED BY CONSTRUCTION MANAGER. PROVIDE A MINIMUM OF S CYLINDERS 12-7-13AY, 2-2B-DAY, ISPARE) FOR EACH DAYS POUR, OR FOR EVERY 50 YARDS PLACED- WHICHEVER IS GREATER. ADDITIONAL TESTS OR CYLINDERS MAY BE REQUIRED BY CONSTRUCTION MANAGER. A SLUMP, AIR, AND TEMPERATURE TEST SHALL BE PERFORMED FOR EACH SET OF CYLINDERS CAST. PREFERABLY, TESTS SHALL BE PERFORMED AT THE LOCATION OF ANCHOR BOLTS (PIERS - FOR MAT a PIERS, CAISSONS -TOP 113OFCAISSON}TESTS SHALL ALSO BE REQUIRED FCR CONCRETE CONSIDERED BEING LESS THAN OESIREASLE. THE TESTING AGENCY HAS THE AUTHORITY TO NOT ACCEPT CONCRETE NOT MEETINGTHESE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ANY CONCRETE NOT MEETING THESE STANDARDS. THE CONTRACTOR IS RESPONSIBLE OR COORDINATION OF THE TESTING AGENCY A MINIMUM OF 24 HOURS IN ADVANCE OF EACH FOUNDATION POUR 32 CONCRETE PLACEMEWE VIBRATE ALL CONCRETE USING SUFFICIENT HIGH FREQUENCY. LOW AMPLITUDE MECHANICAL. IMMERSION TYPE VIBRATORS. INSERT VIBRATORS IN CONCRETE ATREGULAR INTERVALS AND OVER ENTIRESURFACETO SOLIDLY FILL CONCRETE AROUND AND BETWEEN REINFORCEMENT BARS ANDINTOCORNERS AND IRREGULARITIES. VIBRATE EACH LIFT THOROUGHLY. DISCONTINUE VIBRATION WHEN RISING ENTRAPPED AIR BUBBLES STOP BREAKING THE LEVELING SURFACE DO NOT OVERVIBRATE AS THIS MAY CAUSE SEGREGATION. 3.3 CONCRETE FINISHING A. THESE PROVISIONS APPLYTO ALL EXPOSED AND ALL FORMED CONCRETE, EXTERIOR OR INTERIOR UNLESS SPECIFICALLY DMAILED OTHERWISE. PERFORM PROCEDURES PRIORTO APPLICATION OF ANY CURING COMPOUNDS. B. ALLSURFACES: THOROUGHLY CLEAN OF ALL STAINS, SPATTERAND LOOSE MATERIAL C. FINS, RIDGES, HIGH SPOTS: HONE SMOOTH WITH ABRASIVE POWER GRINDERS WHILE CONCRETE IS GREEN, IMMEDIATELY AFTER FORM REMOVAL D. FORM TIE HOLES AND DEEP DEPRESSIONS: FLUSH THOROUGHLY WITH CLEAN WATER AND TAMP TO OVERFULL WITH DRYPACK CURE 10 DAYS AND HONE FLUSH AND SMOOTH. E. ROCK POCKETS, HONEYCOMB, SAND STREAKS, DEBRIS AND VOIDS; CUT OUT AT LEAST 1 INCH DEEP WITH SIDES PERPENDICULARTO SURFACE FLUSH OUT WITH CLEAN WATER, COAT SURFACE WITH NEAT CEMENT PASTE AND TAMP TO OVERFULLWITH DRYPACK 1NAT LEAST TWO LAYERS. CURE FOR 10 DAYS AND HONE FLUSHED AND SMOOTH. F. CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL OPENINGS IN EQUIPMENTIBUILDING PADS WITH THE ELECTRICAL DRAWINGS AND SHOP DRAWINGS. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OPENINGS AND SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED ITEMS AND RECESSES NOT SHOWN ON STRUCTURAL DRAWINGS- PRIORTO POURING CONCRETE THE INDEPENDENT TESTINGAGENCY SHALL INSPECT ALL FOUNDATION STEEL AND FOUNDATION SUBGRADE OF AUr� et HFAfTME ty - FJ101NEEF9N0 Y r n �a NO. 1133 E011s:' .emu Heritage Eng)neet(n g PA 90[ 54S OeMo%kuw 72319 (891)w9,1703 nwiJbrlt�7eFJ�psnp+'•I co 0 W 0 4J EL zo Z co o z a l L L u F CJ LLE EL W 0 [A JF- W Ln x LU U HE AR Ma: xols-[oar reE HN1E RL[SGt£: 1:1 ISSIE MiE T. 17 DEC 13 I.-MM2 10 LA1f N ISRIEMTE2 2 JILY 14 0MAMTEa: 29 .LILT 15 WARNING 9 12 1 rea SCN£ HTS ocev►p tit: 9RA1vH 9r. HERIU C1ECkn Br. EA1T SHEET No. 8 It GENERAL CONSTRUCTION NOTES: 1. THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK $HALL INCLUDE PROVIDING MATERIALS, EQUIPMENT. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. CONTRACTOR SHALL APPLY FOR ALL UTILITY SERVICES (POWER AND TELEPHONE) NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING AWARD OF CONTRACT. COORDINATE WITH ELECTRIC UTILITY COMPANY FOR EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS, AND SERVICE ROUTING. COORDINATE WITH TELEPHONE COMPANY FOR EXACT TELEPHONE REQUIREMENTS AND ROUTING OF SERVICE. 4. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS WILL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS. AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT 70 THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 5. WRITTEN AUTHORIZATION IS REQUIRED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 6. CONTRACTOR RACT R SHALL NOT COMMENCE EXCAVATION OR GIGGING UNTIL AFTER CONTRACTOR HAS HAD UTILITY LOCATING SERVICES LOCATE AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES AND OTHER SYSTEMS. DAMAGE CAUSED TO EXISTING SYSTEMS SHALL BE REPAIRED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 7. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. S. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABL£ CODES, REGULATIONS, AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES. REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES. ORDINANCES, AND APPLICABLE REGULATIONS. S. THE GENERAL CONTRACTOR WILL SUPERVISE AND DIRECT THE WORK USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE OWNER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE, 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS WILL BE JAC'UDED AS PART OF THE WORK. T 1. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLAT OF THE SURVEY DRAWING, WILL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR WILL RELY SOLELY ON THE PLAT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND WILL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR WILL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. 12. COORDINATE WORK WITH LOCAL UTILITY COMPANY AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS. PROVIDE TRENCHING AND SACKFIUL. AND PAY ALL UTILITY FEES UNLESS NOTED OTHERWISE. THE WORK WILL INCLUDE PROVIDING MATERIALS, EQUIPMENT. APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 13. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHFfECF/ ENGINEER AND OWNER ASSUME NO RESPONSIBILITY AS TO SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY, DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 11 DETAIL REFERENCE KEY 11 gEFI q T4 �j--DRAIYIN0,DETAIL NUMBER I/a2 1 8,2 SHEET NUMBER GROUNDING NOTES: I. CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN A COPY OF VERIZON'S LATEST REVISION OF GROUNDING REQUIREMENTS AND TO INSTALL THE SITE GROUNDING SYSTEM IN ACCORDANCE WITH THE MOST STRINGENT REQUIREMENTS OF THE REFERENCED DOCUMENT OR THE REQUIREMENTS AS SHOWN IN THESE DRAWINGS. NOTE THAT THE REFERENCED DOCUMENT ADDRESSES GROUNDING OF ITEMS THAT ARE NOT SHOWN IN THESE DRAWINGS. 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION MAY VARY ACCORDING TO SITE CONDITIONS. VERIFY EXACT EQUIPMENT GROUNDING WITH EQUIPMENT MANUFACTURER AND OWNER. 3. GROUND RODS SHALL BE DRIVEN AT W-D" TO 10'-11" INTERVALS OF THE GROUND RING OR RADIALS UNO. GROUND RODS SHALL NOT BE PLACED CLOSER THAN S'-11" APART PER NEC 250,53. MINIMUM SPACING BETWEEN ELECTROLYTIC GROUND RODS (EGR'S) SHALL BE 20'-0" UNO. 4. INSTALL GROUND CONDUCTORS AND GROUND RODS A MINIMUM OF 113" (MAXIMUM 36") FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING. OR FENCE. S. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE; ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE (FENCE AND TOWER) OR MECHANICAL TYPE (2-HOLE LONG -BARREL LUGS WITH MECHANICAL CONNECTORS AT EQUIPMENT). ALL HARDWARE SHALL BE STAINLESS STEEL WITH LOCKWASHERS. 6. CLEAN EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES THOROUGHLY AND COVER W/ (2) TWO COATS SHERWIN WILLIAMS GALVITE PAINT 83SOW3 (OR EQUIVALENT). 7. ALL ELECTRICAL AND MECHANICAL GROUND CONNECTIONS SHALL BE TO BARE BRIGHT SURFACES AND HAVE ANTI -OXIDATION COMPOUND APPLIED TO CONNECTION (THOMAS AND BETTS KOPR-SHIELD). 8. THE MINIMUM BEND RADIUS FOR GROUND CONDUCTORS SHALL BE 8 INCHES FOR #5 AWG WIRE AND 12 INCHES FOR #2 AWG AND GREATER WIRE. S. ITEMS TO BE BONDED TO THE GROUND RING INCLUDE 13UT ARE NOT LIMITED TO: CORNER FENCE POSTS AND FENCE POSTS WITHIN 5' OF GROUND RING, GROUND BUS BARS, EQUIPMENT CABINETS OR SHELTERS, EQUIPMENT RACKS, CABLE SUPPORT STRUCTURES, TOWER, GENERATOR, ANY OTHER METALLIC OBJECTS WITHIN 6' OF GROUND RING. 10. GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ALL EXOTHERMIC WELD CONNECTIONS SHOOT PROPERLY WITH NO VOIDS OR DETERIORATION TO MATERIALS, LEADS, AND OTHER COMPONENTS. ENSURE THAT EACH LEAD IS OF SUFFICIENT LENGTH TO REACH ITS DESIGNATED TERMINATION POINT OR 24" INTO SHELTER OR EQUIPMENT CABINET, WHICHEVER IS LONGER. 11. OBSERVE NEC AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNOING. 12. GROUNDING ATTACHMENT TO TOWER SHALL BE PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (4 MINIMUM). 13. GROUND COAXIAL RF CABLES USING GROUND KITS TO GROUND BARS AT TOP, MIDDLE, AND BOTTOM OF TOWER, SEE DRAWING 7.1 FOR DETAILS. 14. ALL EXFO5ED GROUND LEADS TO GROUND RING SHALL BE ENCASED IN 3/4" PVC OR FLEXIBLE TYPE CONDUIT TO 24" BELOW GRADE, 15, THE CONTRACTOR SHALL PERFORM BOTH PRE -CONSTRUCTION AND POST -CONSTRUCTION GROUND RESISTANCE MEGGER TESTS ON THE GROUNDING SYSTEM AND SHALL SUBMIT RESULTS IN WRITING TO THE CONSTRUCTION MANAGER. CONDUCT TESTS IN DRY WEATHER, NO LESS THAN 48 HOURS AFTER RAINFALL, AND IN ACCORDANCE WITH THE FALL -OF -POTENTIAL METHOD DEFINED IN IEEE 81 "GUIDE FOR MEASURING EARTH RESISTIVITY". 16. NOTIFY CONSTRUCTION MANAGER WHEN GROUNDING SYSTEM IS COMPLETE AND READY FOR INSPECTION PRIOR TO BACKFILLING. AFTER INSPECTION, RACKFILL ALL EXCAVATION WORK WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY IN e" LIFTS TO AVOID SINKING. ABBREVIATIONS A, AMP AMPERES MCB MAIN CIRCUIT BREAKER ABT ABOUT MLO MAIN LUGS ONLY AFF ABOVE FINISHED FLOOR MTD MOUNTED AFG ABOVE FINISHED GRADE N NEUTRAL SLOG BUILDING NEC NATIONAL ELECTRICAL CODE C CONDUIT NIC NOT IN CONTRACT CAT CATALOG NO NUMBER CKT CIRCUIT NTS NOT TO SCALE DWG DRAWING(S) RECEPT RECEPTACLE EGR ELECTROLYTIC GROUND ROD READ REQUIRED EQPT EQUIPMENT SCH SCHEDULE EXIST EXISTING TYP TYPICAL FBO FURNISHED BY OTHERS UG UNDERGROUND FWE FURNISHED W/ EQUIPMENT UNO UNLESS NOTED OTHERWISE GFI GROUND FAULT INTERRUPTER V VOLT(S) GND GROUND WP INDICATES WEATHERPROOF JB JUNCTION BOX XFMR TRANSFORMER LTG LIGHTING SERVICE ROUTING NOTES: cleaiNe�axo y N0.71T1 _&Clq" w4eo 1. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR INSTALLATION EXACT METER BASE TYPE AND OF INCOMING SERVICE CONDUCTORS AND REQUIREMENTS. VERIFY EXACT LOCATION OF EQUIPMENT WITH CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 2. CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND AWAY FROM THE EQUIPMENT TO THE PROPERTY LINE SO THAT WATER WILL FLOW AWAY FROM THE EQUIPMENT. TRENCHES SHALL BE EXCAVATED ALONG STRAIGHT LINES BEFORE CONDUITS ARE LAID SO THAT THE ELEVATION CAN BE ADJUSTED. IF NECESSARY, TO AVOID UNSEEN OBSTRUCTIONS. MANUFACTURED BENDS SHALL HAVE A MINIMUM RADIUS OF 35" FOR CONDUITS. 3. ALL CONDUITS SHALL BE SEALED WEATHERTIGHT ON INTERIOR AND EXTERIOR OF EQUIPMENT OR SHELTER TO PREVENT MOISTURE INFILTRATION. SEALANTS SHALL BE IDENTIFIED FOR USE WITH THE CABLE INSULATION. SHIELD, OR OTHER COMPONENTS. 4. CELLULAR EQUIPMENT CABINETS OR SHELTERS SHALL BE FURNISHED BY RESPECTIVE CARRIER AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN EQUIPMENT DRAWINGS AND SPECIFICATIONS TO VERIFY EXACT INSTALLATION DETAILS AND REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY ADDRESSED WITHIN THESE DRAWINGS. 5. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES IN CONDUIT RUNS AT EACH OCCURRENCE WHERE EXCEEDING 3'0 DEGREES IN TOTAL BENDS OR 3GO' IN LENGTH AT A CONVENIENT INTERMEDIATE LOCATION. PULL BOXES SHALL BE SIZED PER NEC 314. S. ON SPARE CONDUITS, PROVIDE 2 PULL STRINGS SECURELY FASTENED AT EACH END OF THE CONDUITS. PULL STRINGS SHALL BE 20OL13 TEST POLYETHYLENE CORD. PROVIDE CAP ON ENO OF THE CONDUITS AND MARK AS SHOWN ON THE SERVICES ROUTING PLAN. 7. MAINTAIN MINIMUM BENDING RADIUS FOR CONDUIT INSTALLATIONS PER CONDUIT/FIBER MANUFACTURER RECOMMENDATIONS. 8. REFERENCE 6.1 FOR ONE -LINE. CONDUIT AND WIRE SIZE. AND SPECIFICATIONS. 9. PROVIDE MINIMUM OF 36 INCHES WORK CLEARANCE 1N FRONT OF EQUIPMENT AND EQUIPMENT RACKS. 10. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UP TO THE VERTICAL SWEEP, AT WHICH POINT THE CONDUIT SHALL BE TRANSITIONED TO SCHEDULE 80 PVC UP TO THE EQUIPMENT. CONDUITS UNDER ROAD BEDS OR OTHER HEAVY TRFFIC AREA SHALL BE SCHEDULE SO WITH 36" RADIUS BENDS. (HEAVY WALL). 11. SPARE CONDUITS SHALL BE CAPPED WEATHERPROOF. 12. ALL CONDUITS SHALL HAVE MEASURABLE -TYPE PULL SITTINGS. 13- ALL CONDUIT RISERS SHALL BE SCHEDULE 80 PVC (FURNISHEO AND INSTALLED BY CONTRACTOR) UNLESS NOTED OTHERWISE. ELECTRICAL LEGEND O DRAWING NOTE REFERENCE (NOTES BY SYMBOL) ® 5/B"P X 8'-O" LONG COPPER CLAD STEEL GROUND ROD ® 5/8"A X 8'-U" LONG COPPER CLAD STEEL GROUND ROD IN INSPECTION SLEEVE ® ELECTROLYTIC GROUND ROD (EGR), 10' X 2"0, LYNCOLE XIT. ALLTEC/TERADYNE. OR EQUAL • EXOTHERMIC WELD CONNECTION ■ MECHANICAL CONNECTION G GROUND CONDUCTOR, TYPE AND SIZE AS NOTED, MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE, WHICHEVER 1S GREATER EXPOSED POWER CIRCUIT OR CONDUIT, TYPE AND SIZE AS NOTED E UNDERGROUND ELECTRIC POWER CONDUIT, TYPE AND SIZE AS NOTED -T T UNDERGROUND TELCO CONDUIT, TYPE AND I SIZE AS NOTED OHE OVERHEAD ELECTRIC POWER LINE, TYPE AND SIZE AS NOTED DHT OVERHEAD TELCO LINE. TYPE AND SIZE AS NOTED w"ll EIRM QCiEEWGE]®lElIOE Heritage EnglrleerIng P&L BOX505 72019 ~ tucll eu*v_vmwIm9m 0 w Vi Lu ao U) Z O O w z Q J IU L LJ W J U e z � 1�' 1'' W Lin CC a LU LL, LU N X LLI 0 - o w Ln w o: M inEma,m_ rats-aoe7 r mw } MCI SMULL 1,1 w ISSI.eit51C 1: 17 DEC 13 a •199UE OAlEY 10 YJ1R 1i K iSUEWTEl I ALY li w 7 ISSUE WE 4; 79 HILT 15 an 1n W&VLM - a 14 OULE �Nm m omlQ mY. wuwner. xaaucE o m.,.. Z SHEET No. 8.2