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HomeMy WebLinkAboutARB201900126 Plan - Submittal (First) 2019-05-07 DRAWING INDEX ( y LB A IlIIII—a ACOUNTY �I coLaTyI-IRmNIA NO. ' SHEET NO. I SHEET TITLE REVISIONS ..� 1 T1.1 TITLE SHEET :z - V� -_ 0401 McINTME ROAD 2 C1.1 SITE PLAN CHARLO TESVILLE,VA 22902 3 C1.2 COMPOUND PLAN _ 4]4 29sse22 ALBEMARLE L 7E��i`�L 4 C21 ELEVATION$ANTENNA DETAILS V�.^^�O^■0^ 5 C3.1 CABLE BRIDGE DETAILS �0 m I 1 Il 22 L 2 6 C4.1 DETAILS 7 G1.1 GROUNDING DIAGRAM 8 G2.1 GROUNDING RISER 91r.illkifra221 JEFFHBUR RIDGE PKWY COB 5LYNCHBURG,VA 24501 9 t G3.1 GROUNDING DETAILS PHONE(AM)455-.. 10 I G4.1 GROUNDING DETAILS i 11 I GN1.1 GENERAL NOTES T� 'I 12 I GN2.1 GENERAL NOTES for e �„ g �a+. 13 I GN3-1 GENERAL NOTES ` 1600 5TH S T 14-18 I - ROOF PROTECTION PLAN 1 1r ,fir I ,) - ' }gi %„ CHARLOTTESVILLE, VA 22902 FORGE SERNCES,INC ®l I ti> SITE j �` (BY0,6,-9890 156fi0 NIDWEST RD STE 149 �_ 1I1J nn OAIOTROOKTERRACE IL601B1 TYPE F�t _ BiT GROOP 8 ( NEW MONOPOLE II �� B+T GRP ,7»F ousn�AVE I SURE 200 I 1 TULSA,OK 74119 s I FORGE PROJECT NO: 7572 � z t STRUCTURE HEIGHT: 122'-0"H. i DRAWN BY: MM t: STRUCTURE TYPE: MONOPOLE ANTENNA QTY: 2 CHECKED BY: JL r ANTENNA HEIGHT(CL): SEE SHEET C2.1 APPROVALS ,Y ':� �� TM y- PRINT NAME SIGNATURE DATE NDEp AO1 A 108/27201B I ISSUED FOR LEASE E)HBIT - ® SCOPE OF WORK: CONSTRUCTION B j OS/30/2018 I ISSUED FOR LEASE EXHIBIT�r^�v � -(1) NEW MONOPOLE 0 Dso7rm,e ISSUED FOR FINAL t -(2) NEW MW DISH ANTENNAS RF. -(1) NEW ICE SHIELD OPERATIONS: -(1) NEW ICE BRIDGE iI -NEW ROOF PROTECTION DEVELOPMENT: AREA MAP NO SCALE SITE INFORMATION VICINITY MAP Y ��Di g� CONSTRUCT ONLY FROM DRAWINGS etB "��� •„-•NSTRUCTION° t r asr 5�� - MARKED ISSUER_ • • 4 a PROPERTY OWNER COUNTY OF ALBEMARLE LATITUDE: F ALTH O �� i yrd .gc � 38'00'19.98 N (38.0D5551°N) A q. - \` tk , 4� f 3 SITE ADDRESS: 1600 5TH ST (NAD 83) + jr CHARLOTTESVILLE,VA 22902 LONGITUDE �� ✓' I f�,t " 078°30'59.42"W(078.51fi505°W) e+� �Z .< f �. AA i APPLICANT: ALBEMARLE COUNTY AK- f -, ---- EMERGENCE • �- COMMUNICATIONS CENTER (NAD 83) �`i i4 � yS AIrISe ,a,�11My r1 2306IVYROAD dr De CIIDMtOf LNBI U JO W. �.ELLY I)I CHARLOTTESVILLE,VA22903 GROUND ELEVATION: �1 f.�� _ - 4,��� " A �.r 7 MGDres Cteek' �`COUNTY: ALBEMARLE (NAVD 88) ` ♦ "�� J`,; ! Lie. O. �JI �' SITE � l , hie. �. - vi) a 'ti�1�fflre �� -i )3."NN K „,Nan c, —_�`��` , ��,, _:*_ L r!. (v w`• • � ty.,o �%' P • • • r (/�j �� 6,Q,y» _ 1 �� -4� ,-.-County of Albemarle is B. , RING,I �j ��'- ,� -$� LF =F re'Rescue- pNAL �� PROJECT TEAM '_ A/E SERVICES: A✓ `� �. . I SITE - _ `-. 02019 FORGE SERVICES INC ALL RIGHTS RESERVED I i h St f/� FORGE SERVICES,INC. r -A' 'm_ / 1S660 MIDWEST RD.STE 140 TEL (630)451-9890 ,� �'' • �� * ,, /000000\111111171111alt/ r �e� 74. o`tr OAKBROOK TERRACE,IL 60181 W W W.FORGE INC COM �� • g� ��eiT b �' VA.22902-02 4.mm a e f i s �` �h COB 5 m�ch �/' o :' ` CODE COMPLIANCE ' •u '" ``� a o='r I L_Jn±'-- - 1600 5TH ST 2012VRGNIACONSTRUCTN)N CODE WIAMENDMENTS R• CHARLOTTESVILLE,VA 22902 O('T 2012 VIRGNIA(STATEWIDE)FIRE PREVENTION CODE F',! 4 j_ � 7...------- ' NEW MONOPOLE ,t 4Q J' rA 2011 A 2012 EDITIONS OF NATIONAL ELECTRIC CODE W/AMENDMENTS (�A r. / LIGHTNING PROTECTION CODE:NFPA 780-2000 LIGHTING PROTECTION CODE - L l SUBCONTRACTOR WORK SHALL COMPLY WITH ALL NATIONAL,STATE AND LOCAL CODES AS ACCEPTED BY THE LOCAL JURISDICTION WITHoutheFir ;V I ALL ADOPTED CODES AND AMENDMENTS N EFFECT ON THE DATE OF THE CONTRACT AWARDS SHALL GOVERN THE DESIGN. �° .� /', - AMERICAN CONCRETE WSTIUTE(ACI318),BULDING CODE REQUIREMENTS FOR STT2UC7URALCONCRETE -- --' TITLE SHEET i't+ .. N / •, 4. AMERICAN NSTRUTE OFSTEELCONSTRUCTION(AISC)MANUAL OF STEEL CONSTRUCTION,ASS 14th EDITION Y7TJLCOMMUNICA710NSNDUS77tYASSOCIA770N(7T1)222-G,STRUCTURALSTANDARDSFORSTEELANTENNATO'WFRSANDANTENNA ��� 1VIRGINIAONE-CALL SYSTEM CAi,� SUPPORTING STRUCTURES Know whats below. CALL BEFORE YOU DIGif TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS Call before you dig. THIS NOTICE MUST BE AT LEAST 72 2 P� ��� T1.1I kg- I "0'f1lF� �'7/ d� FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS REQUIREMENTS CO NOT APPLY HOURS/THREE WORKING DAYS PRIOR TO THE START OF EXCAVATION THIS DRAWING IS sr FP FOR 11.17 PAPER(US.00VT.TAROD1 SITE PLAN LEGEND 1 SCALE 1"=50'-0" g ALBRMARL& fN I PIIIIIIIAII'.. ' COUNTYIVIRCINIA ® MANHOLENALVE VAULT �\ �I / 8 - 15 CATCH BASIN `•�\ii - - '// N(it 0 cNA 401 Rd/RIPE ROAD A z2992 ® CURB INLET ,`�A� Q�� �' 12 ® VALVE •Oo 2,/ ��n � YI FIRE HYDRANT �; / S® STREET LIGHT/LIGHT POST O 0 UTILITY/POWER POLE P� 221 JEFfER50N RIDGE PEW LYNCNBURG,VA 24501 (— GUY WIRE/ANCHOR /// PNOME µL)assi909 O TELEPHONE PEDESTAL , // q'p O.\ tT R M forge��0 O ELECTRIC METER � / k/gTFpR � p GAS METER /I EXISTING BUILDING\I\ 45'' 0 TRAFFIC SIGNAL 4/N`` its ©— 4' 0 TRAFFIC SIGNAL BOX ` 15969 FORGE wFT.(630)451-9890 sr Ro s E uo SIGN 9pp \` OAImR00KTERRACE IL69101 ® MAIL BOX EXISTING COMPOUND, 1111111111111 �EXISTING SEE SHEET 1/L1.2 ' Q 2% MFp \ T:(918)se�roo O HANDHOLE ASPHALT I I I I I I I I I I I I I I I I I 11. 1111, 111 \ 0�,cL `��/'F B+T GRP ,rTs�en�DRAINPIPE PARKINGw PROPOSED MONOPOLE; 'Ali �� p i SUITE 399 SEESHEETL2.1 1� / '�I' s232' QQ�Q� �U\ TULSA,OK74119 D FES(AT END OF PIPE) , f f� '' '' ►�'' O�Q i/ ..\� FORGE PROJECT NO: 7572 x CHAIN LINK FENCE 1 5 '' I /T7RE \` DRAWNBY: MM; +0 ,' \s CHECKED BY: JL❑ WOOD FENCE i I I DEPRESSED CURB LORE �� . ' -''' \• r ;a \\I 1 `\•� �rta19 :SS:UUEEEDDD FOR LEASE EX IBR 1 A'R D&3G2019 ' FOR LEASE EMBENT — )— )— SANITARY SEWER OO \ / • Sp \ 0 GSp7f2019 FOR FWAL ° \ EXISTING BUILDING STORM SEWER +,, p42� \ 4 —1 W H— WATER MAIN , ',. �i,C` Jn,9T \ 1 OE OVERHEAD ELECTRIC 1 '/ eeOe ® /2—f'p 1', \ AF \ i E UNDERGROUND ELECTRIC 1 se/ l'' \ / I I OW OVERHEAD WIRES `' f QQQO�/ ,� \\ / T UNDERGROUND TELCO I P /, \ i CONSTRUCT ONLY FROM DRAWINGS `` % MARKED"IS T r: • STRUCTION" —_I 0 GAS LINE 1'I'�� \ //�// \\\ FO UNDERGROUND FIBER / / 1\1\1\s p,LTH QF- BUSH/SHRUB `ASPHALT ��� \ / O� �'rIliCTREE DECIDUOUS / �ii , ��,r. 44TREE NON-DECIDUOUS EXISTING ; tO JO W. LLY ijI y ASPHALT 3527 DRAINAGE ARROW PARKING \ / LiC" (• I 1' ' — CONTOUR LINE \ • 7 ��9+ SPOT ELEVATION o EXISTING \ \�l /T/F TOP OF FOUNDATIONP \ \\\/ n (LP PARKING T/C TOP OF CONCRETE � \ / BOA `L, IA L LNG, FF FINISHED FLOORI. \ / K1�N % A.� AGL ABOVE GROUND LEVEL EXISTING BUILDING /+/i 1.401. --- • ®NN9 FORGE SERVICES,INC.ALL RIGHTS RESERVED --- BOUNDARY LINE �� ' - _ CONCRETE 'i\i ,� 7 VA.22902.02 . 7 ASPHALT • • COB 5 1 1600 5TH ST GRAVEL Q�d % TING ACCESS GATES,IYP. S�yg S. ��_ OT ESVILLE,VA 22902 BRICK EXISTING u NEW MONOPOLE �01CTILITY POLE ' �' rit NEW BUILDING/EQUIPMENT TREES Pam/ WITH TRANSFORMER � EXISTING ACCESS r/ �' EXISTING BUILDING -_-_- -' 1 2 , - • / ASPHALT DRIVE SITE PLAN 1—.. .."1 _, .. -'.'.'. EXISTING OVERHEAD \ ASPHALT £j� LEASE SITE L.._.J WIRES.TYP ... • ,N �GRA55 /%-• G r.._.., • 7 \ GRf59 EASEMENT / EXISTING RESIDENCE C1"1 THIS DRAWING IS SCALED FOR 11.17 PAPER SLR GOVT.TARLOIP) COMPOUND PLAN LEGEND 1 SCALE 1'=10.-0" c.T� ALBxMABLE 0 MANHOLENALVE VAULT �I® ym COUNTY vixctx(. 401 NICINTIRE ROAD ® CATCH BASIN X� CHARLOTTESVILLE,VA 22902 ® CURB INLET CONTRACTOR TO INSTALL ROOF �' (434)296se22 PROTECTION; SEE ROOF PROTECTION e3 VALVE PLAN BY VERTICAL STRUCTURES; YY FIRE HYDRANTV PROJECT#2019-316-004 DATED 4/2/19 X STREET LIGHT/LIGHT POST 221 3EFTNFEHRBr RIDGE PKWT UTILITY/POWER POLE EXISTING BUILDING c BURG.vA 24501 PHONE(434)4556600 E— GUY WIRE/ANCHOR ±84'-8'EXISTING COMPOUND I _ O TELEPHONE PEDESTAL / `—I� PROPOSED ICE BRIDGE, Q ELECTRIC METER I @ 9'A.G.L. �'�' p GAS METER I SEE SHEET C3.1 Aforge v'_- Q TRAFFIC SIGNAL APPArAir + ar �Q; 6_;,0 4 rfl:/._, t� liiirl,0 �1; ;:v FORGE SERVICES,INC. 0 TRAFFIC SIGNAL BOX �5,,vt � �s�., - : 1SSW NIDWESTRD'. SIGNiv Z'j 4 4 _` ` I OAIBROOK TERRACE,IL 60111 ® MAIL BOX II'-O"00 DRAINPIPETO Wiar + Q \ TULSAONT4na • SUITE 30D �� 41� G1� i TOWER_ _ FES(AT END OF PIPE) �� • FORGE PROJECT NO: 7572 EXISTING AIR ) DRAWN BY: MM X CHAIN LINK FENCE \AKE UNffS CHECKED BY: JL -C} WOOD FENCE , ,I I DEPRESSED CURB1Lfr1PROPOSED MONOPOLE, 8'-0"MIN•</ 2'- I" SEE SHEET 1/C2.1 FROM AIR \CONCRETE CURB&GUTTER ��% ��G pa vp HANDLER \ A o9rz7rzo1B I ISSUED FOR LEASEE70a3RIII .IIIF0 I TO TOWER (]— )— )— SANITARY SEWER • V p •\ \ U1 B 08/30/2018 1 ISSUED FOR LEASE EXHIBIT L 0 DSW/2019 ISSUED FOR FINAL p Z STORM SEWER o EXISTING NC UNITS,TYP.V D. TOWER V •a p 'po - a 0 y " ' N —1 W WATER MAIN p o 0 p ' 6 OE OVERHEAD ELECTRIC v p a • 0 p_ v -.- . ,0 `9 M E UNDERGROUND ELECTRIC o �2� p '4 +1 OW OVERHEAD WIRES V pp • CONGRETE�o o I a p EXISTING UTILITY - CONSTRUCT ONLY FROM DRAWINGS T UNDERGROUND TELCO p H AME TYP MARKED'ISS _ - •NSTRUCTION" --I G I--- GAS LINEIPIIIP a EXISTING CONCRETE Fo UNDERGROUND FIBER _ v✓+4LL. `t, p,LTH OF BUSH/SHRUB 9p,3A�/ V EXISTING ACCESS O+ 1l STjN SLIDING GATE TREE DECIDUOUS 6 ' '1 0/ ,1, C� TREE NON-DECIDUOUS / EXISTING BUILDING pOUNO I x O x X =X X X —I 1 L) JOHN . • 'LLY III > DRAINAGE ARROW CONTOUR LINE // . () + Lic. '. ^��51�`y.� le, 1,1 3 '+ SPOT ELEVATION LASPHALT ±58'-2'EXISTING COMPOUND r oING ((er,.÷4'44/ T/F TOP OF FOUNDATION 7 T/C TOP OF CONCRETE I .1 O MA- +DNAL • EXPIRA •', FF FINISHED FLOOR AGL ABOVE GROUND LEVEL 02019 FORGE SERVICES.INC.ALL RIGHTS RESERVED Alk-- BOUNDARY LINE ® VA.22902.02 CONCRETE • COB 5 ASPHALT ;, A, 1600 5TH ST GRAVEL •1� CHARLOTTESVILLE,VA 22902 BRICK NEW MONOPOLE •1/// NEW BUILDING/EQUIPMENT 1//, EXISTING BUILDING 1 COMPOUND PLAN r ., LEASE SITE L._..J • EASEMENT L.._..J C1.2 THIS DRAWING IS SCALED FOR 11.17 PAPER(US GOVT.TABLOID') ELEVATION ANTENNA PLAN @ 120 FT.AGL ANTENNA PLAN @ 67 FT.AGL 1 3 2 SCALE:NTS SCALE:1/4"=1'-0" SCALE 114'=1'-0" ALBEMARLE II(II�I��'� COUNTY I\-IRGINIA A�et — T/PROPOSED TOWER w ® -: , CV PROPOSED MW DISH ANTENNA `r ELEV. ±123'-0"AGL BLOT SVREROAO i � �C -�� GNARL(494)2 6-5922 03 ELEV. 120'-0"AGL — Tg_ PROPOSED 3 FT.MW /4 DISH ANTENNA ON ds�1(y PROPOSED 6 FT. MW NEW MOUNTING PIPE 'O"4,,,,, Sc DISH ANTENNA ON SEE SHEET 5/CZ.1 PROPOSED 6 FT. NEW MOUNTING PIPE 331 JEFFERSON RIDGE FOGY MW DISH ANTENNA SEE SHEET 4/C2.1 LYNCHBURG VA]lUt SEE 2/C2.1 &4/C2.1 PHONE(434)4 54E00 PROPOSED MONOPOLE esy .N111:14. , e_ _,- �� .. forge PROPOSED CABLES ROUTED = a a UP TOWER lifi'..4.- i < {_'l).`, fQ. FORGESERVICES,INC.' m-1-" 188R1 MIDWEST RD.STE.1.0 PROPOSED MONOPOLE TOWER OAIO3ROOKTERRACE IL 60181 / GROUPB"T / T:(918)INT 3P ip B+T GRP 1717RBou DER MONOPOLE TOWER HAND / TULSAOK 7411199 HOLE, TYP, • PROPOSED MONOPOLE FORGE PROJECT NO: 7572 DRAWN BY: MM CHECKED BY: JL N N PROPOSED ICE SHIELD A 1 08272018 I ISSUED FOR LEASE EXHIBIT MOUNTED AT 71 FT, A.G.L. NOTES: FOR LEASE 0 05/072019 I ISSUED ISSUEDFOR FINALE%H93R FOR REFERENCE ONLY • CONFIGURATION SHOWN IS PRELIMINARY. VERIFY ANTENNA Eli PROPOSED MW DISH ANTENNA MODELS AND QUANTITIES PRIOR TO THE STRUCTURAL ENGINEERING OF THE TOWER AND ELEV. 6 "AGL CONSTRUCTION. ITS FOUNDATION IS UNDER A SEPARATE CONTRACT, REQUIREMENTS SET FORTH BY THIS ENGINEER MAY • VERIFY AZIMUTHS W/RF ENGINEER OR MAY NOT BE KNOWN OR REFLECTED IN THESE PRIOR TO CONSTRUCTION DRAWINGS. MICROWAVE ANTENNA SPECIFICATIONS MICROWAVE ANTENNA SPECIFICATIONS PROPOSED 3 FT. "4 CONTRACTOR SHALL MODIFY TOWER ONLY IN MW DISH ANTENNA SCALE:NTS 5 SCALE:NTS CONSTRUCT ONLY FROM DRAWINGS ACCORDANCE WITH TOWER STRUCTURAL DESIGN, U SEE 3/C2.1 &5/C2.1 MARKED"ISSUED F•R CONSTRUCTION" DETAILS,AND REPORT UNDER SEPARATE CONTRACT it. AND UNDER SEPARATE COVER. �. \\ �1AL T�I OF .. ANY CHANGE OR OMISSION MUST BE APPROVED INNIN i('- ` \�.� . O� �r� WRITING BY TOWER STRUCTURAL ENGINEER;ALL REPRESENTATIONS OF TOWER AND TOWER �'�. / �•, FOUNDATION ARE FOR REPRESENTATIONAL f// {;; I �'� ' Cr PURPOSES ONLY 'i " `. I V TO W. ELLY III y CONTRACTOR TO VERIFY CABLING CONNECTION , `0 4 1/2.0 �' ' vid L1C. 27 CONFIGURATION, ANTENNA AZIMUTHS REGELPIOF / � MOUNTING PIPE / 1 Q'i • FINAL RFDS,ALL CONNECTIONS, AND CONFORMANCE • • ��� TO STRUCTURAL DESIGN; ALL DEVIATIONS TO BE 4 { REPORTED IMMEDIATELY TO HARRIS PERSONNEL. ' f p _ '( ERING,INC. �Cy ..'( COA 7dB �T e 'z ,` /.. (t.a ,✓ �; EXPIRA �r1o1sA "mot / . Q .. • i I ` �,/ m 2019 FORGE SERVICES,INC.ALL RIGHTS RESERVED EXISTING NC UNITS,TYP. 01 VA.22902.02 COB 5 4 1/2"0 MOUNTING PIPE 8 _0 MIN COMMSCOPE VHLP6-6W COMMSCOPE VHLP3-11W 1600 5TH ST FROM AIR TYPE POINT-TO-POINT TYPE POINT-TO-POINT CHARLOTTESVILLE,VA 22902 HANDLER EXISTING AIR NOMINAL DIAMETER 6 FT NOMINAL DIAMETER 3 FT ---- --------- --- -_----_ TO TOWER INTAKE UNITS WEIGHT 209 LBS(95 KG) WEIGHT 37 LBS(17 KG) NEW MONOPOLE / MOUNTING PIPE 0 4.51N MOUNTING PIPE 0 3.5 IN-4-71N - RADOME COLOR WHITE RADOME COLOR GRAY RADOME MATERIAL POLYMER RADOME MATERIAL COMPOSITE BROADBAND tie 9 EXIRNG BUILDft1G . REFLECTOR 1 PIECE REFLECTOR 1 PIECE ELEVATION&ANTENNA � I I I I ( I I 1 1 1 I I 1 I DETAILS l ) III , ICI y I I I I I I I r I I I I L 11'I I I I I I 1 1 I ti t I I 1 1 I I I DIMENSIONS DIMENSIONS I I I 11 1 1 I 1 1 11 1 1 1 1 I A 76.3 IN(1938 MM) A 39.3 IN 999 MM 1 1 i 1 I 11 1 t t t t l l l r T/GRADE ( ) /� // // ///////�j/ B 15 IN((1 MM) B 16 IN((3 MM) ELEV.0'-0"AGL C 38.71N(984 MM) C 15.2 IN(387 MM) C2"1 D 12.21N(310 MM) D 2A IN(60 MM) E 11.71N(297 MM) E 17.2 IN(437 MM) THIS DRAWING L98L'ALED FOR 11"17 PAPER GIRL GOVT.TABLOID') CABLE BRIDGE PLAN CABLE BRIDGE SECTION 1 r\ 4 SCALE.1/4•=1'-0^ SCALE:NTS GPS ANTENNA(MANUF.BY LUCENT) SUPPLIED BY OWNER/INSTAII Fr)BY g7, III1Iij--tii ALBEMARLE '. MARLEIVIRGINIA CONTRACTOR,SEE SHEET 1/C4.I m��J- ._7'-6"CABLE BRIDGE ���``` PIPE CAP �;` " { 101 NtlNT RE ROA0 10 FT. GALV. BRIDGE V.I.F �f- CNARLOT ESVL E,Vq]7902 POST • PROPOSED MONOPOLE 4 ( 296-5872 EXISTING �p]� UNIVERSAL CANTILEVER KIT, BUILDING nil • A ° SITE PRO ft1HD24-K vvv ,, S® 7 vv vvvvvv `'vv vv vvv�v vvv V v��V�vvvvvvvvv vvv �v 331 JEFFERSON RIDGE PKWY " © GRIP-STRUT BRIDGE CHANNEL PHONE LYNCHBU(.W)455-6600 j SITE PRO#GR524 PROPOSED ENTRY PANEL, 4 ®-E 1 •. .� ... SEE 3/C3.1 - • HORIZONTAL ,--h C3.1 "I VALMONT 206744RBRACKET; i;(,. forge.=��,w PROPOSED CABLE BRIDGE /,� 1 HOT DIP GALVANIZED 3'STD.PIPE © 61� j' 0-4 n �..��, (SCHED.40)POSTS. .� i (R6../}Wit' ® MINIMUM 2 POSTS PER BRIDGE, )' 8 FORGE SERVICES,INC. ' `CO;. -' T:(630)4514890 -.I 5'-O'SPACING MAXIMUM. .eae..�, on,mR�oNOKTE1RRwce.STE afiR�e�i B.T GROUP EXOTHERMIC WELD COPPER I:(918)587-1630 ENLARGED ELEVATION a) GROUND LEAD TO PIPE;CONNECT � B+T GRP 1777sl lD�SAVE 2 TO SITE GROUND SY51 tM; su17E3ao SCALE:NTS SEE SHEET G I I.I PROPOSED CABLE BRIDGE, ^ NIBAOK 7K119 SEE SHEET 4/C3.1 N O FORGE PROJECT NO: 7572 EXISTING BUILDING CONCRETE FOUNDATION DRAWN BY: MM iu CHECKED BY: JL PORT HOLE, ' 11 I I-T I--I I I -1 =. . r t 1=r 1 E I� r 11►f It`11 . _ A I 08272018 I ISSUED FOR LEASE E7011BIT SEE SHEET 3/C3.1 - I 0 PROPOSED MONOPOLE 1 I E H II—III-1I11— "' _ 1 I FEI I I-1 I I-1 11-11�1 I I 9 i 083J02018 ISSUED FOR LEASE EXHIBIT 1 •I I—III—I 11—I I ;.: 11-111-1 11—,I I—III_III 0 0OA7F 019 ISSUED FOR FNAL GALV. BRIDGE POST _ TYP. III—III— .'., —111-I III_ I I fI111�fV1 e o / I G` / CONSTRUCT ONLY FROM DRAWINGS L MARKED'MSG P FO-CONSTRUCTION' in f Z PIPE CAP `tALT�j Qp IL UNIVERSAL O� � G•r �~ CANTILEVER KIT Q 1 �,i�' p�omogppoti v JO W. 4 LLY III y • ppmmppp`�pppppo�ppo� Lic. s, n'02043527 1 �1! 4 1• try! -jC! A!' •e• ° '� • ' °• i i 91 141#114:11—• '(14 �:�1 �p I� ������ �\ • r0� !� • ^I I I I I I—I I r II I- -II-11 II- I- 'pwl�,• pppppppppppp� '.O �~ IIEII1=1I IIEII=1IEI1MIEIIE1IEIIHI IIE • . .ElIErli -IIE1E1IEII1=1IEII I oZN po -I I I I I I I=I I I I I I I I I I I I I I I I i=III-I I •CI 11-11-I I �I I�I I�I I�11�11 oe V-I''�Epp ppC • (114%-..C.' ppmmmpB 'i 'INGI ENTRY PANEL DETAIL pp00mppppppp� ® �opv � CO -. S 0� � ��� \\ '�ppppp EXPI ,�., L \p p � 3 SC AI F.NTS 23" I ppp���p 0 p ® -.�p�,* �p00ppp�ppppppp ppp p� I\ I 02079 FORGE SERVICES,INC.ALL RIGHTS RESERVED�pppppmpppp�pppppppppp� B I. !: ' o PROPOSED 6 PORT ALUMINUM ENTRY �pp��a.. 0:, PANEL(VALMONT#E1449 OR APPROVED ° p�pp p�������� EQUAL), SEAL ALL UNUSED PORTS W/ ppppp�pppp�pppAppppppp BRIDGE CHANNEL VA.22902.02 INCLUDED SEALING CAPS, SIZE 4"RUBBER pOppOpppppOppp `� COB 5 BOOTS ACCORDING TO CABLE SIZE =—y - p$p��ppp +I /f • pp ' HORIZONTAL HANGER BRACKET 1600 5TH ST LINE OF WALL OPENING °, - CHARLOTTESVILLE,VA 22902 am' o ' J SEAL ENTRY PANEL TO WALL IN CONTINUOUS ° ° '" s o• ' NEW MONOPOLE I. o SEALANT BED PER MFR RECOMMENDATIONS // \ .�^�. .o t •ma\J CABLE BRIDGE DETAILS NOTES: /' -PORT PLATES SHIP LOOSE; CONTRACTOR INSTALLED. o 0 0 0 GALV.BRIDGE POST -INTERIOR SIDE OF OPENING TO BE FINISHED WITH WHITE ALUMINUM TRIM C3•1 THIS DRAWING IS SCALED FOR 11.17 PAPER(US GOVT..naLoo) GPS ANTENNA DETAIL 1 ii 3 NOT USED SCALE:NTS GPS ANTENNA SCGI F.NTS f',4 all SET SCREW • IIIIIII *91��,� ALBEMARLE COUNTY \'IROINL4 X! 401 M09010E ROAD PIPE CAP __..: .n .. cHARLmTEmlE,w22902 �►af �+MM77LL++�T'' --- (47Q 796.6Ba il I 'SCHED.4Ox I8'LNG WELDED PIPE MIN.55 OR GALV.PIPE iS® TO PIPE CLAMP AI 221 JEFFERSON RIDGE MANY LYNCHBURG,VA 24501 Ii1I•I _ PHONE 0134)4SS6600 rIr I r IWEATHERPROOFING KR 1 1 ANDREW#221213 OR ;O Jk Jiill EQUAL VERIFY WITH forge:�f-1 PIPE I,I -�� PROJECT MANAGER .o- iC11 0 10. I 0 COAX CABLE(OR EQUAL) FORGE SERVICES, MN.BENDING RADIUS PER '1-' I nil MFGS SPECIFICATIONS °xa, � 15660 RIMIEST RD uO l46 OAKBROOKTERRACE,IL 60181 PIPE GROUND , B+•T GROUP I EXOTHERMIC WELD FOR GROUND r T:(B1El)S97 0 B+T GRP T717&BOULDER ``• SUITE 900 Cam\ TULSAOK 74119 FORGE PROJECT NO: 7572 MOUNTING NOTES: DRAWN BY: MM 1.THE GPS ANTENNA MOUNT 15 DESIGNED TO FASTEN TO A STANDARD I-1/4°0,SCH.40 GALVANIZED OR STAINLESS S I tt1 PIPE.THE PIPE CHECKED BY: JL MUST BE THREADED AT THE ANTENNA MOUNT END.THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH(MIN OF!MUSING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH PERPENDICULAR CUT.THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNAS MOUNT. A I 08272018 ISSUED FOR LEASE EXHIBIT 2.GPS ANTENNA MUST BE PLUMB TO WITHIN I/8°OVER 6'-0° 8 081302018 ISSUED FOR LEASE E)M®IT 0 05/072019 ISSUED FOR FINAL 3.INSTALL ANTENNA AS INDICATED ON SITE PLAN.IF INSTALLING ON CABLE BRIDGE GPS 15 TO BE PLACED A MINIMUM OF 10'ABOVE GRADE, ! i ON THE FURTHEST POST FROM THE TOWER TO ATTAIN MAXIMUM EXPOSURE TO SKY 4.GPS TO BE PLACED WITH OPTIMUM 360°VIEW OF SKY;WHEN PLACING ON THE SIDE OF A WALL OR VERTICAL STRUCTURE,GPS MUST BE A / I MINIMUM OF 3'AWAY ON STANDOFFS. I I NOT USED 2 SCALE:NT CONSTRUCT ONLY FROM DRAWINGS MARKED'ISSU 4 4- ONSTRUCTION' ,, LTH Op 1 oJO.1' --. 'ELLY III y I 0• 0' a ! -, " - RING,Sq VCOAONAL EXPIRA ' - , .. • C 2019 FORGE SERVICES,INC.ALL RIGHTS RESERVED VA.22902.02 COB 5 1600 5TH ST CHARLOTTESVILLE,VA 22902 NEW MONOPOLE DETAILS C4.1 THIS DRAWING I6 SCALED FOR 11,17 PAPER(U.S.GOUT.TASUDED GROUNDING DIAGRAM 1 LEGEND AND KEYNOTES SCALE:NTS O I0'0 x 42'DEEP INSPECTION WELL(ICV BY CARLSON INDUSTRIES OR APPROVED ALBEMARLE AilILLJ I COUNTY VIRGINIA EQUAL;INCLUDE SPECIFIED GROUND ROD INSIDE WELL W/CADWELD CONNECTIONS ft2"1;4\--' ® 5/8'0 x I O'-O LONG COPPER CLAD GROUND ROD;MIN. 18'BELOW GRADE AT " x� 401 NUXT RE ROAD MINIMUM 12'-O O.C.(WITH EXOTHERMIC WELD TO GROUND WIRE) N . CHARLOTTESVILLE.VA 22902 • EXOTHERMIC WELD CONNECTION 5/8'0 X I O'-0.LONG GROUND BAR.PLACED 0 MECHANICAL CONNECTION S° 12'- 'APART MIN.(C/I I G5/815469)W/ ROD TO STRAP ADAPTER INSTALLED ------- (CA G I 0/86 2 734)FOR GROUND ROD NEW GROUND RING 731 JEFCHBU R,VA 24 01WY CONNECTION TO COPPER STRAP,TYP. -—-— EXISTING GROUND WIRE(IF APPLICABLE) PXONEuµ34)4455 60 COAX CABLE Q)II forge ] NOTES: 9: #2 AWG TINNED SOUR BARE COPPER '''Zt � , CONDUCTOR CADWELDED TO TOWER OWE VS) A.FOR NUMBER OF GROUNDING RODS REQUIRED REFER.TO SPECIFICATION 16000$55LP rp FORGE SERVICES.MC. AND ROUTED TO TOWER GROUND RING REQUIREMENT. (�. 15660 MIDWEST 30)451 890 WITH 1/2'PVC RACEWAYRD. OAKBROOK TERRACE,IL 60181 A.� TOWER GROUND RING(3'WIDE COPPER B.ALL GROUND BARS TO BE TINNED COPPER. B+T GROUP. - STRAP BURIED 3'O'DEEP MIN.IN DITCH) T:(918)5W-4630 �� 5 1 C.LOCATION OF THE MIGBS TO BE DETERMINED IN FIELD AND MAY BE LOCATED AND SUPPORTED AS F:(916)295OUP CLOSE TO EQUIPMENT AS FEASIBLE AND PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATIONS. _ B+T GRP ,rn s Bou D AVE COPPER GROUND BAR MOUNItU smTEwo TULSA,OK 74119 \ AT BASE OF TOWER ON STEEL D.ALL STEEL WITHIN 6'OF SITE SHALL BE GROUNDED. I POST(C/I 6 I O/885660) E.GROUNDING SYSTEM CONNECTIONS TO COMMERCIAL-GRADE FENCING AND GATES SHALL BE MADE FORGE PROJECT NO: 7572DRAWN BY: MM USING EXOTHERMIC WELDING.COAT ALL WELDED CONNECTIONS WITH ZINC-ENRICHED PAINT TO PREVENT RUSTING. CHECKED BY: JL 0..... - PROPOSED 2\O AWG MONOPOL F.ALL DITCHES TO BE 3'-0'DEEP. 1 G.ALL DITCHES TO HAVE 5 BAGS OF G.E.M.MATERIAL(GI 6 70/4 8 3 03 3)ADDED BEFORE COVERING. A i 08272018 I ISSUED FOR LEASE EXHIBIT B 08/302018 I ISSUED FOR LEASE EXHIBIT 1 I 0 051072019 ISSUED FOR FINAL ___________K_____, -...._._5 ,, 1� 1 I EXISTING GROUND RING CABLE BRIDGE I L _1 CONSTRUCT ONLY FROM DRAWINGS MARKED"ISS -, •- ONSTRUCTION' 3'WIDE COPPER STRAP I �ALTH O D CHD(Cif 6I0/908274),TYP. 0 �j O uJO W ELLY III >. Lic. /'.. I,' 1 143527 e. ( E RING,14 (C14,‘ ONAL F' - GROUNDING NOTES: EXPIRA 02019 FORGE SERVICES,INC.ALL RIGHTS RESERVED I.GROUNDING BAR MOUNTED ON TOWER FOR PRIOR TO TRENCHING.ANY DAMAGE 8. ALL EXOTHERMIC WELDS TO BURIED GROUND I I. EXOTHERMICALLY WELD GROUNDING 15. AU.CONDUCTORS SHALL BE COPPER TYPE 20. A MINIMUM OF 2 TEST RUNS SHALL BE ANTENNA GROUNDING REQUIREMENTS. CAUSED TO THE EXISTING UNDERGROUND RING SHALL BE THE PARALLEL TYPE,EXCEPT CONDUCTOR TO COMMUNICATION THWN INSULATION UNLESS OTHERWISE MADE AT 90'(100 FOOT RUNS).TEST COORDINATE MOUNTING AND LOCATION SERVICES OR SYSTEMS SHALL BE REPAIRED FOR THE GROUND RODS WHICH ARE SPUCE STRUCTURE AT POLE-BASE FLANGE AND NOTED. RESULTS SHALL BE GIVEN TO THE WITH ANTENNA PLACEMENT. AT THE CONTRACTORS EXPENSE.VERIFY EXOTHERMIC WELDS. BOND TO BURIED GROUND SYSTEM WITHIN CONSTRUCTION MANAGER. VA.22902.02 • WITH UTILITY NEW SERVICE HAS BEEN A 3/4'FLEXIBLE CONDUIT SLEEVE.VERIFY I G. ALL GROUNDING SYSTEM CONDUCTORS AND COB 5 2.4/0 AWG GREEN INSULATED CONDUCTOR APPLIED FOR.THERE SHALL BE NO SPLICING 9. ALL CADWELDS SHALL BE COLD GALVANIZED BEND 15 45 DEGREES FROM GROUND TO CONNECTIONS BELOW GRADE SHALL BE 2 I. PROVIDE FOR AU.OTHER ADDITIONAL FROM ANTENNA GROUND BAR TO GROUND OF GROUND CONDUCTORS BELOW GRADE. EXCEPT FOR COPPER TO COPPER.REPAIR POLE. THERMAL WELDS AT GROUND RODS AND GROUNDING CONNECTIONS WHICH MAY BE BAR MOUNTED AT TOWER BASE ON ALL GALVANIZED SURFACES THAT HAVE BEEN SHALL BE A MINIMUM OF 30'BELOW GRADE REQUIRED AT THE SITE(I.E,FENCES,GATES 1600 5TH ST STRUCTURE. 5. ALL GROUNDING CABLE IN CONCRETE SHALL DAMAGED BY EXOTHERMIC WELDING. 1 2. THE TOP OF THE UTILITY METER GROUND OR 6'BELOW FROST LINE,WHICHEVER 15 METAL EQUIPMENT,ELECTRICAL SERVICE BE IN PVC OR NON-METALLIC SEAL-TIGHT. ROD SHALL BE 6'ABOVE THE SUB-GRADE DEEPER. SYSTEMS,ETC.)TO COMPLY WITH ALL CHARLOTTESVILLE,VA 22902 3.BOND FENCE POST TO GROUND RING AS NO METALLIC CONDUIT 15 TO BE USED FOR 10. WHERE MECHANICAL CONNECTORS(TWOHOLE OR PER LOCAL JURISDICTION STATE LOCAL CODES,AND THE NATIONAL SHOWN USING EXOTHERMIC WELD.BOND GROUNDING CONDUCTOR SLEEVES. OR CLAMP)ARE USED,APPLY A UBERAL REQUIREMENTS. 17. GROUNDING SHALL BE IN ACCORDANCE ELECTRICAL CODE 2008. NEW MONOPOLE FENCE GATE TO POST WITH A FLEXIBLE PROTECTIVE COATING OF KOPRSHIELD OR WITH THE FOLLOWING ATRT PROJECT COPPER JUMPER STRAP,ERICO#PJ2G24 OR G. DO NOT INSTALL BURIED GROUND RING BURNDY PENETROX-E ANTI-OXIDE COMPOUND 13. CONTRACTOR SHALL PERFORM MEG TEST NUMBER PRACTICES(AS REQUIRED): 22. ALL GROUNDING CONNECTIONS AND BURNDY TYPE'B",PROVIDE EXOTHERMIC OUTSIDE OF PROPERTY LINE.NOTIFY THE ON ALL CONNECTORS.PROVIDE LOCK (GROUND RESISTANCE)ON THE R.55E0 3.018.02.004 BOUNDING. INSTALLATIONS SHALL BE MADE BY WELDS AND ANY NECESSARY ACCESSORIES CONSTRUCTION MANAGER 24 HOURS IN - WASHERS ON ALL MECHANICAL CONNECTORS. GROUNDING SYSTEM.THESE TESTS SHALL GROUNDING AND TRANSIENT PROTECTION ELECTRICAL CONTRACTOR IN ACCORDANCE TO BOND STRAP TO GATE AND FENCE POST. ADVANCE WHEN THE BURIED GROUND RING NO OTHER ANTIOXIDANT 15 ACCEPTABLE.USE BE OBSERVED BY THE CONSTRUCTION FOR CELL SITES. WITH LOCAL UTILITY REQUIREMENTS AND GROUNDING DIAGRAM PROVIDE LENGTH AS REQUIRED TO MAKE IS INSTALLED 50 THAT A REPRESENTATIVE STAINLESS STEEL HARDWARE THROUGHOUT. MANAGER.GROUND FIELD READING SHALL THE NATIONAL ELECTRICAL CODE 2008. CONNECTION. CAN INSPECT THE GROUND RING BEFORE IT THOROUGHLY REMOVE ALL PAINT AND CLEAN BE 5 OHMS MAXIMUM,OR ADDITIONAL 18. SSEO 3.018.10.002 SITE RESISTANCE TO 15 BACK FILLED WITH SOIL. All DIRT FROM SURFACES REQUIRING GROUND GROUNDING METHODS APPLIED.SEE 55E0 EARTH TESTING(3 POINT FALL OF 4.THE CONTRACTOR SHALL LOCATE AND MARK CONNECTIONS,REPAINT TO MATCH EXISTING 3.018.10.002. POTENTIAL). ALL EXISTING UNDERGROUND POWER, 7. ALL EXTERIOR GROUNDING CONDUCTORS AFTER CONNECTION 15 MADE TO MAINTAIN TELCO,GROUNDING CONDUITS,AND ALL SHALL CONFORM TO SECTION 4.I OF CORROSION RESISTANCE.ALL GROUND 14. ALL GROUND RODS AND GROUNDING 19. REFER TO DETAILS FOR ADDITIONAL G1.1 OTHER UTILITIES EASEMENTS AND/OR WIRES 55E0 3.018.02.004. CONNECTIONS SHALL BE APPROVED FOR THE SYSTEM SHALL COMPLY WITH 55E0 INFORMATION AND REQUIREMENTS. TYPES OF METALS BEING ATTACHED TO. 3.0I 8.10.002. THIS DRAWING IS SCALED FOR 11"17 PAPER(U.S.GMT.TABLOID') GROUNDING RISER DIAGRAM 1 LEGEND AND KEYNOTES SCALE:NTS BEMARL% O I O"0 x 42"DEEP INSPECTION WELL(ICV BY CARLSON INDUSTRIES OR APPROVED I IIII 1', AL COUNTY I VIRGINIA EQUAL;INCLUDE SPECIFIED GROUND ROD INSIDE WELL WI CADWELD CONNECTIONS ® 5/8'0 x 10'-0'LONG COPPER CLAD GROUND ROD;MIN. 18"BELOW GRADE AT ,/ 401"`N1""eR°"° �1t'-ri, ••._ .I CMARLOif 13171R J:,VA 28Bt PROPOSED 5'LIGHTNING ROD — MINIMUM 12'-0'O.C.(WITH EXOTHERMIC WELD TO GROUND WIRE) GI (424)2964122 MOUNTING PIPE,TYP. • EXOTHERMIC WELD CONNECTION MW ANTENNA;SEE C2.1 FOR QTY. O MECHANICAL CONNECTION St® NEW GROUND RING 221 JEFFERSON RIDGE PKY/Y LYMCNBURO)VA 24501 —-—-— EXISTING GROUND WIRE(IF APPLICABLE) PRONE(O.t)<ssssm COAX CABLE S J" I u 1 GROUND WIRE INSIDE I/2°WC SLEEVE;WIRE TO BE#2 AWG SOUP TINNED fo rg e 0 I UNLESS NOTED OTHERWISE leA5`i WI,f FORGE S0;u Nc. 0 ,5- 1 "C?.cc? 1 S669 enDwesT RD.sm.UB 1 OAKBROOKTFRRGCE,IL elm 1 4"X G"GROUND COLLECTOR BAR B.TDRODP 7:(9)8)5874630 AT EACH MW ANTENNA(G.-d' Jp F(918DER 18&5 1 I FROM ANTENNA MAX.) B+T GRP 1717sBOULOERAVE. SDITE TULSAOK 71118119 i TQ TO DIFFERENT I DIFFERENT FORGE PROJECT NO: 7572 LEVELS I LEVELS DRAWN BY: MM I TYPICAL COLLECTOR BAR FOR ( CHECKED BY: JL EACH ANTENNA LOCATION PROPOSED SELF SUPPORT TOWER I 8 BOND TO TOWER PER MANUF. A I 08272018 ISSUED FOR LEASE EXHIBIT RECOMMENDATIONS B 1 08/302018 I ISSUED FOR LEASE EXN®IT 0 05N72019 ISSUED FOR FINAL 1k 1II I i i I I CONSTRUCT ONLY FROM DRAWINGS MARKED IS . . A STRUCTION' \ CABLE;TYP. �4.0,L H O4 • PROPOSED CABLE BRIDGE �l ._ q `*- ' o JOHN I y LI II t1 11 rd � : I I t{/ 1I 11 �p 044471' II Of II „ � 1I iI B; 0 'NG,14 1 GOA- . 'NA I I I j _ EXPIRATIO Ii II 'I I I D 2019 FORGE SERVICES,INC.ALL RIGHTS RESERVED I II Ii Ii 1 I idf i ilf I VA.22902.02 1 I '1-111-111-1 11-111-111-1 1 1—III—I 11-11 1-—11 I I I-11 1-111=11111 I'I '1=111-1 1 1-111=111—III-1 I T=TI r 1 I I f I-—I 11-111=11 I—I 11=111=1 11= 11= COB 5 1 1-11 1-I I-II I-III-11 1-I l I-111=11I-11 1-11 111=1l I-I l 1=1 I-I 11= 1 1-111=11 1-11 1-11 I-11 1=11 1-11 1 111=11 I-11 I-I II-I I I-I I I-11 =11 -Lill I-1 I =III-III-I 11=1 I I;.III-I 1=1 11-IIII I I-1 1=1 I I-II I I II- I I=1 =1 11=1 1=1 I I-I 11 I I-I i I I 1-1 111 I I 11=1 11=111=111= 1' 1600 5TH ST I= I I=1I 1=1 I I-III- I '11-111-111=11 I-111- '' y CHARLOTTESVILLE,VA22902 12'-0° )I-1 4 12'-d' I III—I I Ir I NEW MONOPOLE TOWER GROUND RNG GROUNDING RISER TOWER GROUND 5/8"0 X 10'-0"LONG GROUND BAR PLACED 12'-0"APART MIN.(C/I 165/5I5469)WI ROD TO STRAP ADAPTER INSTALLED (C/I 6 I 0/86 2 734)FOR GROUND ROD G2.1 CONNECTION TO COPPER STRAP;TYP. THIS DRAWING IS SCALED FOR 11.17 PAPER(LLD GOVT.TA&D0) CRIMP CONNECTION DETAIL TWO-HOLE LUG CONNECTION DETAIL GROUND COLLECTOR BAR 1 2 SCALE NTS SCAT F:NTS 3 SCALE NTS NOTES: OF IIIhII ALBEMARLR !��I COUNTY I4IRGINL4 COPPER GROUND BAR I I. TINNED COPPER GROUND BAR, Jr -' I/4"X 4"X 20" (� #2 AWG INSULATED STRANDED NEWTON INSTRUMENTS CO.CAT.NO.B-6142 Nell / 55 FLAT WASHER � / GROUND WIRE TO OTHER SECTOR OR APPROVED EQUAL,HOLE CENTERS TO •� , Xf wt McIHTIRE ROAD j SS LOCK WASHER GROUND BAR / MATCH HEMS DOUBLE LUG CONFIGURATION � 3.,: CHARL I434)mrE Z96-5222 3VtL VA 22902 COMPRESSION TAP1.11 l �0 2 OR INSULATORS A APPROVEDTO BE NEWTON CAT.NO.3015-8 55 FLAT WASHER i/ GROUNL C pIS .p- GOB Sii O 3. 5/8"LOCK WASHERS; NEWTON CAT.NO. Se `� i' a A-6056 OR APPROVED EQUAL ]]1 JEFFERSON RIDGEPKWY , LVNCNEURG,VA 24501 '■■i MMMEM 6 SS NUT ri 1' vHGRE:(uy�ssGEB°:I'I'I;� \( _ �/ j ® 4. 5/B"- I I X I"M.M.C.S.BOLTS;NEWTON CAT. Q I� ! V NO.30 12-I OR APPROVED EQUAL #2 STRANDED GREEN 0 G a COPPER WIRE ,,■ `` ',r� 8"R MINIMUM • II O I a O V 0 0 5. COAT ALL SURFACES WITH'KOPEK SHIELD �i� / ® ® a a 0 BEFORE MATING (1 forge :.._ #2 STRANDED GREEN 6. ALL HARDWARE TO BE STAINLESS STEEL � O; COPPER WIRE 55 BOLT / 0 �� �r-- ��j,., . i i UNLESS OTHERWISE NOTED 1:' 1) r-0 " a v ..�j _b-1 alY ( 40)1 .vim. FORGE SERVICES,INC. ■�I - 7. NUTS TO FACE OUT <Qg'. 1 ym :(3ST 0)41-1400 �] - T:ts,D.STE 0 PLASTIC CLIP 24"C/C . IILLUJ, OAKBROOK TERRACE,IL 60191 (TYP) ,■� _ �r/ j� TWO HOLE LUG W/4/0 AWG GREEN E+ra9Guv / STRANDED GROUND WIRE GROUND r:rytET000UD K1 TO TOWER STEEL B+T GRP F'tate>z°sGas 1717s E91T.D AVE . A � suDE Sao III 5 GROUND BAR AT TOWER BASE TusAGR7.11S SCALE:NTS FORGE PROJECT NO: 7572 LUG DRAWN BY: MM 4/0 AWG GREEN STRANDED TO CHECKED BY: JL A 082720 EX DESIGNATED GROUND BAR AT TOP NON-OXIDATION COMPOUND TO BE USED BETWEEN ALL METAL OP TOWER 18 ISSUED FOR LEASE HIBIT SURFACES O B OBI302018 i ISSUED FOR LEASE EXHIBIT COAX GROUND KITS •"` j f �V� / 0 05/07/2019 ISSUED FOR FINAL 4 pi a / COPPER GROUND BAR I EXOTHERMIC WELD SCHEDULE S i SCALE:NTS , ,,f''. 6• ^ SS FLAT WASHER SS FLAT WASHER 1,!1 AN V1 r- 0 0 i•. 0 A / 55 LOCK WASHER , a a / / I (1 ® a 0 SS BOLT Wit MaQ 'II I CONSTRUCT ONLY FROM DRAWINGS 1,... �� \�` ' J� ��� i ® �. �� I MARKED" • STRUCTION" .; ♦` �� ,�1��, //; % tiNLTH O `" ` TWO HOLE LUG TO BE USED W/ IIIIII1 �� G #2 GROUND WIRE(#2 SOLID JO 1� Type GR Type U Type PC Type TA COPPER TINNED TO U/G GROUND - SS NUT SINGLE CABLE TO TOP TAP OF CABLE TO PARALLEL TAP TEE CONNECTIONS OF RING;it P. 1 �,. OF GROUND ROD. EDGE OF HORIZONTAL CONNECTIONS HORIZONTAL RUN AND O• ..„, ,xr ' FLAT BUSBAR. OF HORIZONTAL TAP CABLES. LUG JO W. LLY III y CABLES. Lic. I. 0 7120, GROUND ROD TO STRAP ADAPTER CONNECTION CABLE GROUND KIT DETAIL '' 6 7 `.' SCALE NTS ,0 'y ,`4111. / SCALE NTSg5/-441' lam„ Let Ago� EXOTHERMIC WELD CONNECTION 1 jJ l�; i / (WHERE APPLICABLE) e. rl G INC �/ COAX CABLE COA-.. .�1AL . WEATHERPROOFING KITS EXPIRA " ' ' Type HS Type XB Type NC Type GTr1/4\ �<i LLGROUNDING STRAP KITS ®2019 FORGE SERVICES,INC.A RIGHTS RESERVED , h HORIZONTAL COPPER CROSS OF THROUGH CABLE PLUS THROUGH CABLE TO CONDUCTOR TO FLAT HORIZONTAL TAP CABLE TO TOP OF TOP OF GROUND ROD. STEEL SURFACE OR TOP CABLES LAPPED GROUND ROD. I IVA.22902.02 OF HORIZONTAL PIPE. AND NOT CUT. _ il COB 5 ■r11 1 Irill_is icii.roii' , �J �ICI CHARLOTTESVILLE1600 5TH TVA 22902 \ CREW ON LUG ATTACHED i NEW MONOPOLE � \ 3"WIDE COPPER STRAP BURIED TO GROUNDING WIRE Type VS Type VS 3'DEEP MIN.(C/I GI 0/908274) ROD TO CABLE DOWN AT 452 CABLE DOWN AT 452 TO HARDWARE STRAP I 60/86273/4) GROUND WIRE GROUNDING DETAILS TO RANGE OF STEEL VERTICAL STEEL SURFACE. PIPES. COPPER STRAP BONDED TO GROUND ROD W/EXOTHERMIC NOTES: WELD CONNECTION DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. G3.1 5/8"0 X 10'-0"LONG COPPER CLAD GROUND ROD 18"MIN. THIS DETAIL IS TYPICAL FOR EACH COAX CABLE WHERE IT 15 BELOW GRADE SPECIFIED TO BE GROUNDED THIS DRAWING IS SCALED FOR 11.17 PAPER CUB GOVI.TABLOID') COAX ENTRY DETAIL EXTERIOR MASTER GROUND BAR 1 WAVEGUIDE PORT AND TRIM KIT INSTAL I Fr) 2 SCALE:NTS IN PREPARED CONCEALED OPENING SCALE NTS- ,C�;,.. gigi61, M10"4TY I4IROINLA �d r Mdlil E ROAD 7 2-HOLE COMPRESSION LUG ATTACHED �;~� X� CMAR(434)2 6-56 VA 2E01 COAXIAL CABLE SIZE AND SHALL BC PER — / TO WAVEGUIDE PLATE "`'ate' _ SCHEDULE-ALL CABLE SHALL BE RYLOGICALLY A ii. ROUTED TO MINIMIZE UNNECESSARY BENDING O O #2 SOLID TINNED COPPER CONDUCTOR S® i _ OTJ / 1f L! EXOTHERMIC WELD CONNECTION TO 1/Ll"j'."'"''.7\\ / GROUND BAR(TYPE NC OR SIMILAR) 321 JEFFERSON RIDGE PHWY WAVEGUIDE PORT PLATE LYNCHBURG,VA 24501 PHONE(434)4556600 EXOTHERMIC WELD CONNECTION(TYPE U) 20 .!� Wit. ve 95 (...--- for e°I / ) ALL PPLIEDEGOVOERS WITH STAINLESS STEEL PIPE II LJ / a'' _ �J// CLAMPS(SUPPLIED AND INSTALLED BY N Ind CONTRACTOR) IL. ('O� �) J 0 O O 0 O O 0 0 O -`' J ) ;4- , .. (Q 0 0 O O 0 0 0 0 O � >�' FORGE iICEs.INC. "�^ "" 451-3890 15660 MIDWEST RD.STE 140 EXTERIOR GROUND BUSS O OAKSROOKTERRAGE IL 60181 I 0 0 0 0 0 0 0 0 5" t BrT GROUP' 15i+.-9.-s -1 LUJ Jp r.(a1e)se7aum • _ ' . B+T GRP 171759DCLDERAIE EXTERIOR • ELASTIC Zr_J SUITE� • INTERIOR INSULATOR 7ULSAo +�iaa PRESSURE GAUGE 3/8°DIA.HOLE;27 TOTAL EXOTHERMIC WELD CONNECTION CHARGER FORGE PROJECT NO: 7572 EQUALIZER 20'X 4'X Va"COPPER GROUND BAR MOLD TYPE BHBBVTD)CONTRACTOR TO DRAWN BY: MM COORDINATE W/HARGER FOR SPECIFIC CHECKED BY: JL MOLD PER COPPER STRAP THICKNESS I • • 1,.. j A DBf172 co-err ISSUED FOR LEASE GROUND CONNECTION 3'WIDE COPPER STRAP;TYP. I AT INSPECTION WELL B 08/302019 ISSUED FOR LEASE EMISIT Q DEHYDRATOR MOUNTED ON WALL D 05Z72019 ISSUED FORMAL I GROUND INSPECTION WELL DETAIL GROUND STRAP TRANSITION DETAIL NOT USED 3 SCALE:NTS 5 SCALE:NTS 6 SCALE NTS CONSTRUCT ONLY FROM DRAWINGS �� 3/1 6'THK COATED STEEL COVERMARKED I _ STRUCTION" t �tiA H Op SPECIFIED COMPOUND GRADING .+ MATERIAL =III III= • - _ p 1,� I CADWELD CONNECTION(TYPE GR) ' H I I=I III—I_= #2 AWG SOUD OR STRANDED r" -1 I==1 1 I- —I 11—I 1 I TINNED BARE COPPER WIRE 0 1I1=1 I I 1=1I JO W. LLY III y —III (TYPE CONNECTION EXOTHERMIC U A I1j=� I O'1�J X 36'LONG SCHEDULE 40 PVC Lic ► • I 435 1 I GROUND INSPECTION WELL(I-LARGER �� ' 11 #360P42) � /� C.itl 'IN-s #2 TINNED SOUD COPPER B �,''XAING, • GROUND WIRE 4'X 4'X I/4'COPPER GROUND BARmil CAA NA EXPIRA • . f02019 FORGE SERVICES,INC.ALL RIGHTS RESERVED CADWELD CONNECTION(TYPE TA) .111 Ys VA.22902.02 EXOTHERMIC WELD CONNECTION(I-1ARGER COB 5 GROUND WIRE AS SPECIFIED MOLD TYPE BHBBVTD)CONTRACTOR TO a ..Z.; IN GROUND PLAN COORDINATE W/HARGER FOR SPECIFIC 1600 5TH ST MOLD PER COPPER STRAP THICKNESS CHARLOTTESVILLE,VA 22902 3"WIDE COPPER STRAP NEW MONOPOLE PLAN VIEW CADWELD CONNECTION(TYPE GR) GROUNDING DETAILS #2 TINNED SOLID COPPER GROUND WIRE CADWELD CONNECTION GROUND WIRE AS SPECIFIED (TYPE TA) IN GROUND PLAN G4°1 THIS DRAWING IS SCALED FOR 11.17 PAPER CUR GOVLTA•OO) PART I GENERAL t1 ..,I COUNTY vlaalrnn I .-i s uaCUNalI.O I CARRIER REPRESENTATIVE 1.06 ADMINISTRATION A.THE SITE DEVELOPMENT MANAGER(5DM)OR HIS DESIGNEE(INCLUDING BUT NOT A. FAA APPROVAL WILL BE SUPPLIED BY OTHERS BUT MUST BE CONFIRMED BY THE CONTRACTOR C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DELIVERY OF ALL COMPRESSION TEST LIMITED TO THE ARCHITECT/ENGINEER,OR CONSTRUCTION MANAGER,)SHALL SERVE AS THE SINGLE WITH THE 5DM PRIOR TO THE ERECTING OF TOWER OF APPUCABLE). CYLINDERS TO CARRIER'S APPROVED TESTING LABORATORY. .t, T -- al TT SVLL ROAD CHARLOTTESVILLE,2 6-51 VA 22902 POINT OF CONTACT. p�296aen C.CONTRACTOR SHALL VERIFY ALL CHANGES ARE ACCEPTED BY FORGE SERVICES,INC. 1.07 INSPECTIONS: D. THE MINIMUM ACCEPTABLE COMPRESSIVE STRENGTHS AS DETERMINED BY ASTM C 39 SHALL BE 70 PERCENT OF FULL DESIGN STRENGTH AT 7 DAYS AND 100 PERCENT OF FULL I.02 INTENT A.THE CONTRACTOR SHALL NOTIFY THE 5DM AT LEAST 48 HOURS IN ADVANCE OF REQUIRED DESIGN AT 28 DAYS.RESULT OF THE 7-DAY CYLINDER BREAK TEST MUST BE CONFIRMED BY THE JURISDICTIONAL INSPECTIONS AND INSPECTIONS THAT WILL BE REQUIRED BY THE 5DM OR.OTHER CONTRACTOR PRIOR TO PLACING THE BUILDING OR ERECTING THE TOWER.WRITTEN S A.THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND DESIGNATED CARRIER REPRESENTATIVE ARE: CONFIRMATION OF THE 7-DAY AND 28-DAY CYLINDER BREAKS WILL BE REQUIRED IN THE COMPLEMENTARY. HOWEVER,SHOULD ANYTHING BE SHOWN,INDICATED OR SPECIFIED ON ONE AND 1.INSPECTION OF GROUNDING SYSTEM PRIOR TO COVER UP PRACTICAL COMPLETION DOCUMENTATION. u1JE CHBSON RA24501 WY NOT THE OTHER,IT SHALL BE THE SAME AS IF SHOWN,INDICATED OR SPECIFIED IN BOTH. EYNBURO)v4501 2.PRACTICAL COMPLETION PHONE(434)455E000 2.04 CONCRETE REINFORCEMENT: B.THESE SPECIFICATIONS AND DESIGN DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE B.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT ALL RELEVANT AUTHORITY I�P As PERFORMED AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THE PROJECT. INSPECTIONS ARE CARRIED OUT IN A TIMELY MANNER.THE CONTRACTOR SHALL PROVIDE A.ALL CONCRETE REINFORCING BARS SHALL BE GRADE GO,DEFORMED BARS CONFORMING TO `.JI r C.THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY DOCUMENTATION OF ALL INSPECTIONS. AND SCALE.HEAASTM AG 1 5 TING AND WELDING OF S,UNLESS EREINFORCING RWISE FBARS IS STRICTLYPROHIBITED.A THREE RUSTIED,AND SHALL BE FREE OF LOOSE forge -'-' NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN THE I.08 ENVIRONMENTAL PROTECTION: INCH MINIMUM CLEAR SPACE IS REQUIRED BETWEEN ALL REINFORCING AND ALL CONCRETE 176 DOCUMENTS. SURFACES. IQ) (1 r A.NOISE LEVEL:THE CONTRACTOR SHALL ENSURE THAT STATE AND LOCAL REGULATIONS ARE `4' 5 119" D.THE PURPOSE OF THE SPECIFICATIONS 15 TO SUPPLEMENT THE INTENT OF THE DRAWINGS AND TO COMPLIED WITH IN REGARD TO NOISE LEVELS PRODUCED BY HIS OR HIS SUBCONTRACTOR'S B.WELDED WIRE FABRIC SHALL BE PER ASTM A 185 STANDARDS.STEEL WIRE SHALL BE PLAIN, )-` '- a FORGE SERVICES,INC. DESIGNATE A PROCEDURE,TYPE,OR QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. EQUIPMENT OR METHODS OF CONSTRUCTION. COLD DRAWN WIRE AS PER ASTM A 82. a �' 1S650 MIDWEST RD.STE� OAKBROOK TERRACE,IL 60181 E.MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS C.ALL REINFORCING BOLSTER CHAIRS,SPACERS,AND OTHER ACCESSORIES FOR FASTENING PART OF 1341GROLIP THE WORK.HOWEVER,NO CHANGES THAT ALTER THE CHARACTER INTENT OF THE DESIGN WILL BARDS AND WELDED WIRE FABRIC IN PLACE SHALL BE ACCURATELY POSITIONED AND SECURED T.(91e)6e7�c874BM 1O BE MADE OR PERMITTED WITHOUT A CHANGE ORDER FROM THE OWNER. PART 2 SPECIALTY ITEMS WHILE CONCRETE IS BEING POURED.ALL REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE p B+T GR P 1717E BOULDER COVER OF 3 INCHES,UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. surtE399 I.03 SHOP DRAWINGS TULSAOK 74119 2.00 READY-MIX CONCRETE: 2.05 FORMWORK: - A. CONTRACTOR TO SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS FORGE PROJECT Na 7572 AND THROUGH THE GENERAL CONTRACT TO FORGE FOR APPROVAL. A. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS,READY-MIX CONCRETE SHALL BE A.PLACE,ERECT,SUPPORT,AND BRACE FORMS TO PROVIDE HARDENED INDICATED ON THE DRAWN BY: MM 4,000 PSI STRENGTH CONCRETE CONFORMING TO THE ASTM C 94 STANDARDS.SUBMIT DESIGN TO DRAWINGS.FOUNDATIONS SHALL BE FORMED TO A DEPTH OF 12'BELOW THE FROST OR IN CHECKED BY: JL B. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO FORGE SERVICES,INC., 5DM FOR APPROVAL ONE WEEK PRIOR TO POURING CONCRETE.EACH BATCH OF CONCRETE DELIVERED ACCORDANCE WITH THE CONSTRUCTION PLAN,WHICHEVER IS GREATER.EXPOSED CONCRETE UNLESS SPECIFICALLY NOTED OTHERWISE;CONTRACTOR SHALL NOT FABRICATE STEEL UNTIL DRAWINGS TO THE SITE MUST BE ACCOMPANIED BY A DELIVERY TICKET,PREPARED BY THE READY-MIX SUPPLIER SURFACES SHALL BE CONSIDERED ARCHITECTURAL CONCRETE FORMED TO THE TOLERANCES HAVE BEEN ACCEPTED IN WRITING. STATING THE TICKET NUMBER,DEUVERY DATE,TIME OF ARRIVAL AT SITE,QUANTITY DELIVERED, 0.75 INCHES OVER ENTIRE DIMENSION AND HAVING SURFACE CONSISTENCIES AS PER ASTM AMOUNT OF WATER ADDED ON SITE,MIXING,AND TRAVEL TIME TO THE SITE,AND TIME THAT BATCH 347 STANDARDS. A O92712918 ISSUED FOR LEASE EXHIBIT C. ALL SHOP DRAWINGS TO BE REVISED,CHECKED AND CORRECTED BY GENERAL CONTRACTOR POUR WAS COMPLETED. B 08/3012918 ISSUED FOR LEASE EXHIBIT PRIOR TO SUBMITTAL TO THE SDM. B.FABRICATE FORMS TO ALLOW FOR EASY REMOVAL AFTER CONCRETE CURING WITHOUT THE 0 050722019 ISSUED FOR FINAL B. CEMENT SHALL BE PORTLAND TYPE I OR II AS PER ASTM C 150 STANDARDS.AGGREGATES SHALL NEED FOR PRYING AND HAMMERING AGAINST CONCRETE SURFACES.FORM MATERIALS SHALL BE I.04 PRODUCTS AND SUBSTITUTIONS BE EVENLY GRADED BETWEEN IA AND/INCHES AS PER ASTM C 33 STANDARDS.WATER SHALL BE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF CEMENT PASTE.PROVIDE SUFFICIENT WALL POTABLE WATER CEMENT RATIO AS PER ACI 301.AIR ENTRAINING IN EXTERIOR EXPOSED CONCRETE THICKNESS OF TUBES TO PREVENT DEFORMATION DUE TO FORCES OF EXTERNAL PRESSURE. A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBMISSION.IN EACH REQUEST IDENTIFY THE SHALL BE G PERCENT PER ASTM 260.THE USE OF WATER-REDUCING ADMIXTURES IS PERMITTED. PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION.INCLUDE NOTIFY THE 5DM IN ADVANCE OF USING SUCH ADMIXTURES. 2.06 WET CONCRETE: RELATED INSPECTIONS AND DRAWING NUMBERS,AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. C. WHERE SITE CONDITIONS,WEATHER,REQUIRE ADJUSTMENTS TO THE CONCRETE DESIGN MIX,THE A.BEFORE ANY FOUNDATION EXCAVATION BEGINS,THE CONTRACTOR SHALL VERIFY ALL SHELTER CONTRACTOR SHALL OBTAIN APPROVAL FROM THE 5DM IN ADVANCE OF ORDERING THE CONCRETE. TOWER BASE,AND GUY ANCHOR LOCATIONS AS SHOWN ON THE SITE DRAWINGS. • B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHOULD PROPERLY INDICATES AND DESCRIBE DISCREPANCIES SHALL BE REPORTED TO THE 5DM AS SOON AS POSSIBLE AND BEFORE ITEMS,PRODUCTS AND MATERIALS BEING INSTALLED.THE CONTRACTOR SHALL,IF DEEMED NECESSARY D. COVER THE REINFORCING STEEL WITH WATERED SOAKED BURLAP TO PREVENT THE STEEL FROM EXCAVATION COMMENCES. CONSTRUCT ONLY FROM DRAWINGS BY THE 5DM,SUBMIT ACTUAL SAMPLES TO THE 5DM FOR APPROVAL IN LIEU OF CUT SHEETS. EXCEEDING THE AMBIENT AIR TEMPERATURE.KEEP SUBGRADE EVENLY MOISTENED TO OPTIMUM MARKED ISSUED FOR CONSTRUCTION' MOISTURE CONTENT.THE USE OF WATER-REDUCING ADMIXTURES IS PERMITTED.NOTIFY THE 5DM IN 2.07 EXCAVATIONS: I.05 COMPLIANCE ADVANCE OF USING SUCH ADMIXTURES. - A.EXCAVATE FOOTINGS AND FOUNDATIONS TO THE ELEVATIONS AND DIMENSIONS INDICATED <,p,Ai TH OF A. AU.MATERIALS,DESIGN AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPUCABLE E. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS,All EXPOSED SURFACES SHALL ON THE CONSTRUCTION PLANS.EXTEND THE WIDTH OF EXCAVATIONS AT LEAST THREE FEET,OR V` CODES(SOME ARE LISTED HEREIN)ORDINANCES,AND AUTHORITIES HAVING JURISDICTION OVER THE RECEIVE A BROOM FINISH PERPENDICULAR TO THE PRIMARY TRAFFIC PATH OR LONGEST DIMENSION OF IN ACCORDANCE WITH OSHA REGULATIONS-WHICHEVER IS GREATER,TO ALLOW FOR SAFE O� �✓� WORK.UPON THE COMPLETION OF THE WORK,THE CONTRACTOR SHALL PROVIDE CARRIER WITH THE THE SURFACE.EXPOSED EDGES OF ALL TOWER FOUNDATIONS SHALL RECEIVE A 3'BY 3A'INCH,45 PLACING AND REMOVAL OF FORMWORK,INSTALLATION OF SERVICES AND PERFORMING : , ' CI .,. CERTIFICATES OF OCCUPANCY(IF REQUIRED),JOB SITE PERMITTED PLANS AND INSPECTION CARD WITH DEGREE CHAMFER.OTHER EXPOSED EDGES SHALL RECEIVE A TOOLED RADIUS FINISH. INSPECTIONS. ,: ALL FINAL INSPECTION SIGNATURES AND OTHER LEGAL DOCUMENTS TO VERIFY SUCH COMPLIANCE. O H WHERE NO CODES EXIST,THE WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE AND/OR THE F. PROTECT ALL CONCRETE DURING POURING PERIODS FROM EXI'F591VE LOSS OF MOISTURE AND B.EXCAVATIONS CARRIED OUT BELOW THE DEPTHS INDICATED ON THE CONSTRUCTION PLANS U JO W. ELLY III y :' SPECIFICATIONS HEREIN,WHICHEVER IS MORE STRINGENT AND A DOCUMENT STATEMENT SHALL BE EXTREME TEMPERATURES(AS OUTLINED ABOVE).IF NECESSARY,SPRAY CONCRETE WITH A CONCRETE OR AUTHORIZED BY THE 5DM SHALL BE CONSIDERED UNAUTHORIZED.AT NO ADDITIONAL I FURNISHED TO THIS EFFECT. CURING COMPOUND TO MAINTAIN OPTIMUM MOISTURE CONTENT FOR A I DAY PERIOD.MINIMUM EXPENSE TO CARRIER THE UNAUTHORIZED EXCAVATIONS SHALL BE FILLED TO THE ELEVATIONS Lie. e :-i i' 7 CURING-28 DAYS STRENGTH. INDICATED ON THE CONSTRUCTION PLANS WITH FOUNDATION,CONCRETE,A LEAN CONCRETE .. B. IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY COMPLIANCE WITH THE GOVERNING CODES MIX,OR ADEQUATELY COMPACTED F.D.O.T.5 I CRUSHED STONE AS APPROVED BY THE 5DM. ' ': AND TO NOTIFY THE 5DM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. G. A MINIMUM OF 24 HOURS CURING OF MAT FOUNDATION CONCRETE IS REQUIRED BEFORE li PLACING PIER FORMWORK AND CONCRETE. C.RESULTS AS APPROVED BY THE 5DM.EXPENSE FOR SUCH WORK SHALL BE REIMBURSED TO r. C. REFERENCES TO ANY STANDARD OR CODE OF PRACTICES IN THIS SPECIFICATION SHALL BE THE CONTRACTOR. : DEEMED TO MEAN THE EDITION CURRENT AT THE TIME OF AWARD OF THE CONTRACT. LA -� �N�,Iw L - VA 2.01 TESTING AND INSPECTIONS: D.UTILITY TRENCHES SHALL BE EXCAVATED AS REQUIRED BY THE CONSTRUCTION PLANS OR I- D. THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE ACQUISITION SPECIAL LOCAL CODES,WHICHEVER IS GREATER TO ALLOW INSTALLATION OF THE TOP OF THE PIPE OR STIPULATIONS AS OUTLINED IN THE JOB SPECIFICATIONS,OR AS DIRECTED BY THE 5DM. A. SLUMP TESTS,AIR CONTENT TEST,TEMPERATURE READINGS,AND THE SECURING OF CABLING TO BE BELOW THE FROST LINE.PROVIDE UNIFORM BEARING AND SUPPORT ALONG THE I 0 M19 FORGE SERVICES,INC.ALL RIGHTS RESERVED 1. ANSI/TIA-222-G COMPRESSION TEST CYLINDERS,SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN THE PRESENCE FULL LENGTH OF THE CONDUIT PIPE.REMOVE STONES AND OTHER OBJECTS FROM THE 2. INTERNATIONAL BUILDING CODE(IBC) OF AN APPROVED CARRIER REPRESENTATIVE.ONE OF EACH TEST(A5 PER BLOW)AND THREE TEST EXCAVATION THAT WOULD OTHERWISE CAUSE POINT LOADING DAMAGE. 3. NATIONAL ELECTRICAL CODE(NEC)WITH ALL AMENDMENTS CYLINDERS(AS PER ASTM C 30 SHALL BE TAKEN ON EACH CONCRETE BATCH AT THE BEGINNING OF VA.22902.02 4. AMERICAN INSTITUTE FOR STEEL CONSTRUCTION OR SPECIFICATIONS(AISC) POURING.TESTING REPORTS TO BE SUBMITTED TO CARRIER COMMUNICATIONS. 2.08 FILL MATERIAL: 5. LIFE SAFETY CODE NFFA- 101 COB 5 G. FEDERAL AVIATION REGULATIONS 2.02 SLUMP: A.FILL MATERIAL SHALL BE OBTAINED,TO THE MAXIMUM EXTENT POSSIBLE,FROM EXCAVATIONS ON SITE AND SHALL BE APPROVED BY THE 5DM.THE FILL MATERIAL SHALL CONTAIN NO E. CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL OSHA SAFETY A. THE SLUMP TEST SHALL BE PERFORMED ACCORDING TO ASTM C 143.THE ALLOWABLE SLUMP ORGANICS OR ROCKS LARGER THAN 6 INCHES,NOR SHALL CONTAIN OBJECTIONABLE MATERIALS 1600 5TH ST GUIDELINES WHILE PERFORMING SERVICE. SHALL BE FOUR INCHES PLUS OR MINUS ONE INCH UNLESS OTHERWISE APPROVED BY THE 5DM. AND/OR MATERIALS DESIGNATED AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY(EPA).THE FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL CHARLOTTESVILLE,VA 22902 F. TOWER PLATFORM AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS VOIDS IN THE MATERIAL. MOISTURE CONTENT OF FILL MATERIAL SHALL BE WITHIN 2 PERCENT OF EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS,TRANSMISSION LINES AND 2.03 TEMPERATURE: OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION.UNDER SLABS-ON-GRADE,PROVIDE NEW MONOPOLE SUPPORT STRUCTURES. FULLY COMPACTED DRAINAGE FILL CONSISTING OF A WASHED 51 STONE TO THE REQUIRED A. UNDER NORMAL POURING CONDITIONS THE TEMPERATURE OF THE CONCRETE SHALL NOT EXCEED THICKNESS AND ELEVATIONS INDICATED ON THE CONSTRUCTION PLANS. G. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION SYSTEM,THE CONTRACT 90 DEGREES FAHRENHEIT(32 DEGREES CELSIUS)OR GO BELOW 45 DEGREES FAHRENHEIT(7 DEGREES COMPANY 15 RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS EMPLOYEES. CELSIUS). 2.09 BORROW MATERIAL: GENERAL NOTES H. GENERAL CONTRACTOR WILL HAVE A QUALIFIED PERSON WITH TOOLS AT THE TIME OF B. FOR PROPER RECORD KEEPING,EACH SET OF TEST CYLINDERS SHALL BE MARKED OR TAGGED A.UNDER SLABS-ON-GRADE,PROVIDE FULLY COMPACTED DRAINAGE FILL CONSISTING OF INSTALLATION OF EQUIPMENT. WITH THE DATE AND TIME OF DAY THE CYLINDERS WERE MADE,THE SITE NAME AND LOCATION OF THE CRUSHED STONES TO THE REQUIRED THICKNESS AND THE FILL MATERIAL SHALL CONTAIN NO SAMPLED CONCRETE,THE DELIVERY TRUCK OR BATCH NUMBER,THE AIR CONTENT AND THE SLUMP. ORGANIC MATERIAL. GN1.1 THIS DRAWING IS SCALED FOR 11.17 PAPER IDS OOVT.TASOO-) PART 4 ELECTRICAL PROVISIONS .1LBEMARLE 2.10 BACKFILL AND COMPACTION: 4.00 GENERAL11�II,11 COUNTY IvLRa1NL9 �Yii>r t01 TrESVREROAD A. BACKFILL OPERATIONS SHALL ONLY COMMENCE AFTER ALL CONSTRUCTION BELOW FINISH A. SUBMITTAL OF BID INDICATES CONTRACTOR HAS FAMILIARIZED HIMSELF WITH ALL OF JOB A. RIGID CONDUITSHALL BE UL LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE �'r CHARLOT ESVRLE,VA 22992 (49/)2965823 GRADE HAS BEEN INSPECTED BY THE RELEVANT AUTHORITIES AND APPROVED BY THE 5DM.ALL SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS,IN CONTACT WITH THE EARTH,UNDER PUBLIC DEBRIS,FORMWORK,EXCESS MATERIAL,AND TRASH SHALL BE REMOVED FROM THE ROADWAYS,IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR.RIGID CONDUIT IN CONTACT WITH EXCAVATION PRIOR THE BACKFILL. B. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TESTS,AND EXAMINATION EARTH SHALL BE V2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO.3. S® WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. B. PLACE AND COMPACT FILL MATERIAL EVENLY ALONG THE FULL LENGTH OF ALL CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT/ENGINEER B. ELECTRICAL METALLIC TUBING SHALL HAVE UL LABEL,FITTING SHALL BE GLAND RING COMPRESS ON FOUNDATIONS,UTILITY CONDUITS AND PIPES AND EVENLY UNDER ALL SLABS AND PAVEMENTS USTING ALL MALFUNCTIONS,FAULTY EQUIPMENT AND DISCREPANCIES. TYPE.EMT SHALL BE USED ONLY FOR INTERIOR RUNS. om TO THE REQUIRED ELEVATIONS.COMPACTION OF BACKFILL OR BORROW SOIL SHALL BE u1L HRBURRG,VA 116PD1 PERFORMED IN 12 INCH LIFTS OF LOOSE MATERIAL WHEN UTIUZING HEAVY COMPACTION C. HEIGHTS SHALL BE VERIFIED WITH 5DM PRIOR TO INSTALLATION. C. FLEXIBLE METALLIC CONDUIT'SHALL HAVE UL LISTED LABEL AND MAY BE USED WHERE PERM]ICU BY PHONE(424)rssssm EQUIPMENT OR 6 INCH LIFTS OF LOOSE WHEN UTILIZING HAND OPERATED TAMPERS. CODE.FITTINGS SHALL BE"JAKE'OR"SQUEEZE'TYPE,SEAL TIGHT FLEXIBLE CONDUIT.ALL CONDUIT IN D. THESE PLANS ARE DIAGRAMMATIC ONLY;FOLLOW AS CLOSELY AS POSSIBLE. EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. C. COMPACTION OF ALL BACKFILL SHALL ACHIEVE 95 PERCENT OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH H ASTM D698.STRUCTURAL BACKFILL E. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL D. CONDU RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. SHALL HAVE A MINIMUM COMPACTED WEIGHT OF 100 FOUNDS PER CUBIC FOOT. BOARD,PULLBOX,J-BOX,SWITCH BOX,ETC.IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGELS TO CEILING,FLOOR OR BEAMS.VERIFY o rg a—�'- HEALTH ACT(0.5.H.A). EXACT ROUTING OF ALL EXPOSED CONDUIT WITH ARCHITECT PRIOR LLI TO INSTANG. Lox D. FOR ALL FILLS AND EMBANKMENTS,DO NOT PLACE ON MUDDY OR FROZEN SURFACES,OR j roilv J V.; SURFACES THAT CONTAIN ORGANIC MATERIAL SUCH AS LEAVES,GRASS,ROOTS,OR BRUSH. F. CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS,INSURANCE,EQUIPMENT,INSTALLATION, E. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 OR 80 WITH W PROTECTION UNLESS r'" �'I (( �. O' FORGE SERVICES,INC. ON SLOPES STEEPER THAN 25 PERCENT GRADE,PLOW STRIP OR OTHERWISE BREAK UP THE CONSTRUCTION TOOLS,TRANSPORTATION,ETC.FOR A COMPLETE AND PROPERLY OPERATING NOTED OTHERWISE.AT A MINIMUM DEPTH OF 24'BELOW GRADE IS REQUIRED AND WILL BE THE ,T iS,F' T IUD.STE SURFACE TO BOND FILL MATERIAL WITH THE EXISTING SURFACE. SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS,AS SPECIFIED HEREIN AND/OR RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CALL JULIE I-800-892-0123 OR OTHER SUCH OA11966 OIKTERRACE,IL6D12 AS OTHERWISE REQUIRED. NOTIFYING AGENCY FORTY EIGHT(48)HOURS PRIOR TO STARTING AND DIGGING,TRENCHING,EXCAVATION, 2.I I VAPOR BARRIERS AND FILTER FABRICS: OR OTHER SUCH EARTH REMOVAL. BR"(GROUP G. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN SAFE CONDITION WHEN INSTALLED AND Ci{ T.(919 �)0870 0265 A. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER WHERE INDICATED ON THE CONSTRUCTION SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS F. ALL ALARMS SHALL BE(2)22 AWG AND BE RUN FROM EACH OF THE S AS INDICATED ON B+T GRP ,717&8OluLzw ITEM PLANS.FILTER FABRIC SHALL BE A PERVIOUS GEO TEXTILE FABRIC OF POLYPROPYLENE,NYLON, OR GROUP OF EQUIPMENT.MATERIALS SHALL BE LISTED"I'WHERE SUBJECT TO SUCH APPROVAL. DRAWINGS.THE ALARM WIRES SHALL HAVE AN ADDITIONAL LENGTH REACHING TO THE FLOOR,TAGGED AND SUITEw9 TULNAOK 71119 OR POLYESTER FIBER WITH A 100 LB.TENSILE STRENGTH, 100 APPARENT OPENING SIZE AND A MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL LABELED WITH THE APPROPRIATE ALARM ITEM.ALL CONTACTS WILL BE NORMALLY CLOSED,DRY AND PERMEABIUTY OF 150 GALLONSMINUTE/5F. GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE ISOLATED FROM GROUND.ALARM WILL BE NEATLY RUN AND SECURED EVERY THREE FEET TO WALLS AND FORGE PROJECT NO: 7572 WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI,NEMA,NBFU AND'UL'LISTED. EXISTING CABLE TRAY. DRAWN BY: MM G. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND CHECKED BY: JL PART 3 EQUIPMENT SHELTER(IF APPLICABLE) H. CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH ALL GOVERNING STATE,IBC,NEC, PERMANENT POWER TO THE SITE.THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY COUNTY AND LOCAL CODES AND O.5.H.A CONTRACTOR.ELECTRICAL CONTRACTOR TO SET BILLING TO BE FORWARDED TO PROPER OFFICE.INDICATE 3.00 DELIVERY AND PLACEMENT: I. CONTRACTOR SHALL OBTAIN ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES SITE NAME AND NUMBER A 108047201E ISSUED FOR LEASE BMW A.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SHELTER MANUFACTURER PURSUANT TO THE WORK. H. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. B 081302018 I ISSUED FOR LEASE E70111IT FOR THE TIMELY DELIVERY OF THE SHELTER.THE SHELTER MANUFACTURER WILL FURNISH THE 0 Osm2019 ISSUED FOR FINAL TRANSPORTATION OF THE SHELTER TO THE SITE.THE CONTRACTOR IS RESPONSIBLE FOR THE J. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(I)YEAR AFI tK THE DATE OF I. UPON COMPLETION OF WORK,CONDUCT CONTINUITY,SHORT CIRCUIT,AND FALL POTENTIAL CRANE AND NECESSARY RIGGING EQUIPMENT TO PROPERLY PLACE THE SHELTER ON THE SITE ACCEPTANCE BY 5DM.ANY WORK MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING GROUNDING TESTS FOR APPROVAL.SUBMIT TEST REPORTS TO 5DM.CLEAN PREMISES OF ALL DEBRIS 1 FOUNDATION. THAT PERIOD SHALL BE CORRECTED AT ONCE,UPON WRITTEN NOTIFICATION,AND AT THE EXPENSE RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. OF THE CONTRACTOR 3.01 ANCHORING: K. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE. 4.02 GROUNDING ELECTRODE SYSTEM A.FOR STANDARD CONCRETE SHELTERS ON SLAB ON GRADE OR PERIMETER BEAM FOUNDATION,THE CONTRACTOR SHALL ANCHOR THE SHELTER AS RECOMMENDED BY THE L. PROVIDE SDM WITH ONE SET OF COMPLETE ELECTRICAL'AS INSTALLED'DRAWINGS AT THE A. PREPARATION I SHELTER MANUFACTURER.THE CONTRACTOR SHALL ALSO PROVIDE LABOR AND SUPERVISION COMPLETION OF THE JOB,SHOWING ACTUAL DIMENSIONS,ROUTINGS,AND CIRCUITS. NECESSARY TO ASSEMBLE SHELTER COMPONENTS REMOVED FOR SHIPPING PURPOSES.ALL I. SURFACE PREPARATION: CONSTRUCT ONLY FROM DRAWINGS SUCH WORKS PERFORMED BY THE CONTRACTOR ON THE SHELTER SHALL BE IN ACCORDANCE M. ALL BROCHURES,OPERATING MANUALS,CATALOGS,SHOP DRAWINGS,ETC.SHALL BE 2. ALL CONNECTIONS SHALL BE MADE TO BARE METAL.ALL PAINTED SURFACES SHALL BE FIELD MARKED'ISSU • •-CONSTRUCTION' WITH THE SHELTER MANUFACTURER. TURNED OVER TO 5DM AT JOB COMPLETION. INSPECTED TO ENSURE PROPER CONTACT.NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED.ALL CONNECTIONS .-3.02 MISCELLANEOUS ASSEMBLY: N. USE T-TAP CONNECTIONS ON ALL MULTICIRCUT COMMONS WITH NEUTRAL CONDUCTOR FOR 3.GROUND BAR PREPARATION: ARE TO HAVE A NON-OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. P7„....\ V' LTH OF LIGHTING FIXTURE. 4.AIL COPPER GROUND BARS SHALL BE CLEANED,POLISHED AND A NON-OXIDIZING AGENT APPLIED.NO j A.TO SATISFY DOT RESTRICTIONS,SOME ON-SITE ASSEMBLY OF SHELTER COMPONENTS, FINGER PRINTS OR DISCOLORED COPPER WILL BE PERMITTED. 0 � PERFORMED BY THE CONTRACTOR,MAY BE REQUIRED.THESE ITEMS INCLUDE,BUT NOT LIMITED O. ALL CIRCUIT BREAKERS,FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING �5.SLEEVES: r� TO,THE DOOR CANOPY AND MAIN DISCONNECT SWITCH.THE CONTRACTOR WILL BE SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED,AND A MINIMUM OF 22,000 A.I.C. G.ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN RESPONSIBLE FOR THIS ASSEMBLY AND COORDINATION WITH THE SHELTER MANUFACTURER. THROUGP. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY UBC,NEC AND CONDUIT HSHALL BE ROUND D.SEAL BOTH ENDS OF WALLS,FLOORS OR CEILINGS.IF CCON UITRS SWTH SILICONE CAULK.BOTHT RUN THROUGH EMT, ENDS OF _ JO ELLY III• y 3.03 WALL,FLOOR,AND ROOF PENETRATIONS: ALL APPLICABLE CODES. B.GROUND BARS L1C. O. Ii' I I43527 • A.TO ONLY THOSE PENETRATIONS PROVIDED OR APPROVED BY THE SHELTER MANUFACTURER Q. PATCH,REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE qi WILL BE PERMITTED.ALL PENETRATIONS FOR UTILTY SERVICES,ELECTRICAL CABLING,AND ELECTRICAL WORK. L.ALL GROUND BARS SHALL BE V4'THICK BARE COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS. F' GROUNDING LEADS MUST BE SEALED WITH A SUITABLEWEATHER TIGHT COMPOUND SUCH AS DUCSEAL OR APPROVED EQUIVALENT. R. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH C.INTERIOR CONNECTIONS APPLICABLE BUILDING CODES. - ,,,.'•EERING,IN . t(c.,( 44, 1 3.04 SHELTER CLEANLINESS: I.ALL INTERIOR NON-ELECTRICAL MATERIALS,I.E.HVAC GRILLES,HOLLOW METAL DOOR FRAMES/DOORS, S. RECEPTACLES SHALL BE 10 AMPERE, 15 VOLT AC,HUBBELL 5362 WHITE.MOUNT ALL CABLE TRAYS,TELCO ENTRANCE CONDUIT(EMT ONLY),ETC.SHALL BE GROUNDED WITH 6 GREEN GROUND EXPIRAv'• R 1• A.THE CONTRACTOR 15 RESPONSIBLE FOR THE CLEANLINESS OF THE SHELTER UNTIL THE DATE RECEPTACLES AT 18°A.F.F.OR REQUIRED BY THE 5DM,OR APPROVED EQUAL. WIRES OR JUMPERS WITH SINGLE HOME RUNS BACK TO THE MASTER GROUND BAR(THE CABLE TRAY, OF PRACTICAL COMPLETION.THE SHELTER IS NOT TO BE USED FOR STORING THE DOOR/FRAME AND STEEL CHANNEL MAYBE JUMPED TOGETHER AND HAVE A SINGLE GROUND WIRE O2019 FORGE SERVICES.INC.ALL RIGHTS RESERVED CONTRACTOR'S OR SUB-CONTRACTORS'TOOLS,EQUIPMENT OR PERSONAL PROPERTY. T. WALL SWITCHES SHALL BE 15 AMPERE,20 VOLT AC,SINGLE-POLE HUBBELL 1201. CONNECTION TO THE MASTER GROUND BAR).ALL PAINT OR DELETERIOUS MATERIAL SHALL BE REMOVED AT ON-SITE PERSONNEL SHALL LIMIT THEIR ACCESS TO THE BUILDING FOR THE PURPOSE OF THE POINT OF ATTACHMENT OF ALL GROUND JUMPERS.ALL SINGLE WG CONNECTORS MUST U. PLASTIC PLATES FOR ALL SWITCH RECEPTACLES,TELEPHONE AND BLANKED OUTLETS,SHALL BOLT-HRUUS USING STAR AND LOCK WASHERS. BE DOUBLE LUG CONNECTORS MAY BE SCREWED WITH STAR VA.22902.02. PERFORMING THE WORK. 'B.AT ALL TIMES,THE AMOUNT OF DUST,DLRT,AND DEBRIS INSIDE THE SHELTER SHALL BE KEPT HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS.WEATHERPROOF RECEPTACLES WASHERS. TO AN ABSOLUTE MINIMUM.GRAVEL FOR THE SITE COMPOUND SHALL BE PLACED,AS SHALL HAVE SIERRA UPD-8 LIFT COVER PLATES. COB 5 SPECIFIED,AT THE EARLIEST POSSIBLE TIME AND PRIOR TO THE COMPLETION OF WORK INSIDE D.EXTERNAL CONNECTIONS THE SHELTER. V. WIRE AND CABLE CONDUCTORS SHALL BE COPPER GOOV,TYPE THHN OR THWN,WITH A MIN. C.DUE TO THE SITE AND WEATHER CONDITIONS AND AS DIRECTED BY THE 5DM,IT MAY SIZE OF 12 AWG.COLOR CODES.ALL RECTIFIER DROPS SHALL BE STRANDED TO ACCEPT CRIMP 1.ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS.CONNECTIONS 1600 5TH ST BECOME NECESSARY FOR HE CONTRACTOR TO PROTECT HE SHELTER FLOOR WITH PAPER, CONNECTORS. SHALL INCLUDE ALL CABLE TO CABLE,SPLICES,TEE'S,X'S,ETC.ALL CABLE TO GROUND RODS,GROUND CHARLOTTESVILLE,VA 22902 PLASTIC OR PLYWOOD FROM FOOT TRAFFIC AND MUD. ROD SPLICES AND LIGHTING PROTECTION SYSTEM AS INDICATED.ALL MATERIALS USED(MOLDS,WELDING W. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND STRANDED INSULATED 2 METAL,TOOLS,ETC.)SHALL BE BY'CADWELD'AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS NEW MONOPOLE 3.05 SHELTER SECURITY: AWG COPPER. AND PROCEDURES. 2.ALL GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED BY TWO HOLES CRIMP TYPE A.THE CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SHELTER AND ALL ITS X. GROUND RODS SHALL BE COPPER CLAD STEEL,5/8'ROUND AND 10'LONG.HARGER OR (COMPRESSION)CONNECTIONS(EXCEPT FOR HE ACEG AND GROUND ROD)MECHANICAL CONNECTIONS, COMPONENTS UNTIL THE DATE OF PRACTICAL COMPLETION.MAINTAIN A KEYED OR APPROVED EQUAL. FITTING OR CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BE USED. COMBINATION LOCK IN ACCORDANCE WITH THE SHELTER DESIGN AND AS REQUESTED BY THE 3.THE SHELTER SKIDS STEEL FRAME SHALL BE GROUNDED AT TWO LOCATIONS(OPPOSITE ENDS OF THE GENERAL NOTES 5DM FOR CARRIER USE PRIOR TO PRACTICAL COMPLETION. Y. ALL CHEMICAL GROUND RODS SHALL BE"UL"APPROVED. BUILDING)WITH A 2 SOLID-TINNED BARE COPPER WIRE CONNECTED TO HE EXTERNAL GROUND RING.ALL CONNECTIONS SHALL BE CADWELDED AND SPRAYED WITH COLD GALVANIZED PAINT. Z. METER SOCKET AMPERES,VOLTAGE NUMBER OF PHASES SHALL BE AS NOTED ON THE 4.WAVEGUIDE PORT AND BRIDGE SHALL BE GROUNDED TO THE EXTERNAL GROUND BAR(EGB)LOCATED DRAWINGS MANUFACTURED BY SQUARE"D'COMPANY OR APPROVED EQUAL BELOW HE WAVEGUIDE ENTRY PORT,WITH G SOLID WIRE.THESE CONNECTIONS SHALL BE DOUBLE LUG-BOLTED,SCREWED MECHANICAL CONNECTIONS WITH STAR WASHERS AND NO-OX GREASE. GN2.1 THIN DRAWING IN Frei Fi1 FOR 11107 PAPER(U8 GOVW.TANIDEP) PART 5 TELCO SERVICE E. GROUND RODS ALBEMARLE S.00GENERAL 4III�IIy'LB.': coOVTYIVIRGINLA I I. ALL GROUND RODS SHALL BE 5/8'DIAMETER X 10'-O'LONG"HARGER"OR APPROVED EQUAL,OF �.. NUMBER AND LOCATIONS INDICATED ON THE PLANS.GROUND RODS SHALL BE DRIVEN FULL LENGTH A.APPLICATION FOR TELEPHONE SERVICE WILL BE MADE BY THE 5DM.THE CONTRACTOR IS F " ®. ..;:7, VERTICAL IN UNDISTURBED EARTH.ALL GROUND RODS TO BE NO MORE THAN 10'APART UNLESS RESPONSIBLE FOR PROVIDING ALL MATERIALS AND ASSOCIATED LABOR FOR CONNECTION FROM THE 401 M ESVILL ROAD OTHERWISE NOTED. �. CHARLOTTESVILLE,VA 22902 TELCO SOURCE TO THE SHELTER AS PER THE CONSTRUCTION PLANS. ( 1 2965822 F. CABLES B.PROVIDE A 2 INCH DIAMETER SCHEDULE 40 PVC PIPE FROM THE SHELTER TELCO ENTRY TO A LOCATION �® INDICATED ON THE CONSTRUCTION PLANS.PLUG OR CAP EACH END OF THE PIPE AND I. ALL GROUND CABLES SHALL BE STANDARD TNND SOLID BARE COPPER AND OF SIZE INDICATED ON PROVIDE TWO SEPARATE PULL STRINGS SECURELY FASTENED AT EACH END OF THE PIPE.PULL STRINGS DRAWINGS. SHALL BE 200 LB TEST POLYETHYLENE CORD. 221 JEFFERSON RIDGE PKWY LYNCHBURG,VA 24501 PHONE: G. LUGS PART G FENCE PHONE(AU)4556600 I. LUGS SHALL BE 2-HOLE,SHORT BARREL,STRAND COPPER UNLESS OTHERWISE SPECIFIED IN THIS GOD GENERAL • DOCUMENT.LUGS SHALL BE THOMAS AND BETTS SERIES 548 BE OR EQUIVALENT. ' 1�'J 0.,4 I. A.535 MCM DLO 1 880BE A.REFER TO THE SITE PLANS FOR TYPE SIZE AND LOCATION OF FENCE TO BE INSTALLED. ` II. B.262 MCM DLO I872BE o rg a - III. C. I/O DLO 4862BE G.0 1 RELATED WORK: � '' IV. D.4/0 THWN AND BARE 48668E (a `J ye`.'.:" .ts V. E.2/0 THWN 48G2BE A.COORDINATE FENCE GROUNDING WITH ELECTRICAL CONTRACTOR ® fn'_ FORGE SERVICES.INC. VI. F.2 THHN 42078E B.REFER TO DIVISION 2 FOR SPECIFICATION OF CONCRETE ea�j T.(920)45t-9290 t5560 NIDWEST RD.STE.140 VII. G.G DLO 12058E 2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE,IT SHALL BE DONE GRADUALLY.THE G.02 DESCRIPTIONS: oAKBROOK TERRACE,IL 601E1 CAPTURE OF THE TURN SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART: 8•T GROUP I. GROUND CONDUCTOR SIZE MINIMUM BENDING RADIUS OF INSIDE EDGE A.A SECURITY FENCE 15 PROVIDED IN ORDER TO INHIBIT UNAUTHORIZED ACCESS TO THE SITE. T. BET II. NO.G AWG TO NO.4 AWG 8 INCS 1p B+T GRP F o18I� 1717 SBOIR)225AVE 5 III. NO.2 AWG TO NO. I/0 AWG 8 INCS 6.03 QUALITY ASSURANCE: s TE 2OO SUI IV. NO. 2/O AWG TO 750 MCM I FOX TULSA 74119 V. BUSS BAR NO RESTRICTIONS. A.THE CONTRACTOR.SHALL ESTABLISH THE LEGAL BOUNDARY AND LOCALLY REQUIRED SETBACKS ON FORGE PROJECT NO: 7572 THE CARRIER PARCEL AND HOLD THE FENCE WITHIN THAT BOUNDARY IN ACCORDANCE WITH THE UNES DRAWN BY: RIMAND DIMENSIONS OUTLINED ON THE CONSTRUCTION PLANS.WHERE CONFLICTS BETWEEN THE H.GROUND RING CONSTRUCTION PLANS AND LEGAL REQUIREMENTS EXIST,THE CONTRACTOR SHALL SEEK DIRECTION CHECKED BY: JL FROM THE 5DM PRIOR TO PERFORMING THE WORKS. I.THE EXTERNAL GROUND RING ENCIRCLE THE BUILDING SHALL BE MINIMUM SIZE OF NO.2 AWG SOUD TNND BARE COPPER CONbUCTOR IN DIRECT CONTACT WITH THE EARTH AT A DEPTH OF NOT LESS THAN B.MEMBER SIZES,FABRIC TYPES,CONNECTION DETAILS,SECURITY MEASURES,AND LOCATION OF A ' 08272016 I ISSUED FOR LEASE E W®R 24 INCHES.CONDUCTOR BENDS SHALL HAVE A MINIMUM RADIUS 8 INCHES. GATES MUST STRICTLY ADHERE TO THE SPECIFICATIONS. 2.ALL EXTERNAL GROUND RINGS ARE TO BE JOINED TOGETHER AND ALL CONNECTIONS MUST BE C.ALL STEEL MATERIALS UTILIZED IN CONNECTION WITH THIS SPECIFICATION WILL BE GALVANIZED OR B 05002018 ISSUED FOR LEASE mien' EXOTHERMIC WELDS.NO LUGS OR CLAMPS WILL BE ACCEPTED. STAINLESS STEEL WEIGHT OF ZINC COATING ON THE FENCE FABRIC SHALL BE NOT I F9.9 THAN 12 o 05A7720113 ISSUED FOR FINAL 3.ASTM FALL POTENTIAL TESTS OUNCES PER SQUARE FOOT OF MATERIAL.COVERED POSTS SHALL BE HOT-DIPPED IN GRADE"E'ZINC, 4. FOR RAW LAND SITE 18 OUNCES PER SQUARE FOOT. 5.GROUND TESTS SHALL BE PERFORMED AS INDICATED ON DRAWINGS.A BIDDLE GROUND OHM MINE METHOD OF USING TWO AUXILIARY GROUND ROD AS DESCRIBED IN I.E.E.E.STANDARD NO.81-1 983 6.04 SEQUENCING: -= PART MAY BE USED.THE I.E.E.E.METHOD REQUIRES THE USE ON A.C.TEST CURRENT.THE AUXIUARY TEST ROD MUST BE SUFFICIENTLY FAR AWAY FROM THE ROD UNDER TEST SO THAT THE REGIONS IN WHICH A.IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE �= THEIR RESISTANCE 15 LOCALIZED DO NOT OVERLAP.THE ST POINT WILL BE THE EXTERIOR TEST WELL AND CONSTRUCTION.FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONSIST OF THE THREE POINT FULL OF POTENTIAL MEGGER I L METHOD USING THE BIDDLE NULL-BALANCE CONTAMINATION OF SAID SURFACE COURSE. EARTH TEST(MEGGER 250220-2 OR EQUIVALENT).RESULTS SHALL B OHMS OR LESS. 6.CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THE FORMAT AS FOLLOWS:(DOES NOT 9.05 SUBMITTALS: CONSTRUCT ONLY FROM DRAWINGS APPLY TO TENANT IMPROVEMENT SITES). A.MANUFACTURER'S DESCRIPTIVE LITERATURE MARKED ISSUED FOR CONSTRUCTION' 7. 2.1 EQUIPMENT BUILDING B.CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET. 8.FIRST TEST-SHALL BE WITH FOUR GROUND RODS INSTALLED,ONE AT EACH CORNER.OF THE BUILDING BUT NOT CONNECTED TO THE MAIN GROUNDING BUSS.FURNISH WIRE TO CONNECT(TEMPORARY CLAMP) COAX/ANTENNA INSTALLATION 4 TESTING REQUIREMENTS ALL FOUR GROUND RODS TOGETHER TO MAKE A SYSTEM TESTER.EACH ROD 15 INDIVIDUALLY TESTED.IF 1 v,pLTH 0,, ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE,THE ELECTRICAL CONTRACTOR AND SDM SHOULD BE A.COAX TO BE INSTALLED PER MANUFACTURERS STANDARDS.DIN CONNECTORS TO BE USED INSIDE E L NOTIFIED SO THAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL FOUR RODS HAVE A RESISTANCE OF 10 OUTSIDE. O 'rip OHMS OR LESS ON A DRY DAY. B.ANTENNA TEST RESULTS(SUPPLIED WITH ANTENNA)NOTING ANTENNA LOCATION TO BE SUBMITTED TO 9.SECOND TEST-SHALL BE WITH THE GROUND RODS CONNECTED WITH DRY SOIL AND WHEN NO OWNER, ' C', i' STANDING WATER HAS BEEN PRESENT FOR AT LEAST TEN DAYS.THE MAXIMUM ALLOWABLE READING 15 5 C.FINAL AZIMUTHS 4 TILTS TO BE VERIFIED PER FINAL SITE DATA SHEET PROVIDED BY PROJECT �. O • �-A OHMS TO GROUND.IF THE RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS,THE ELECTRICAL MANAGER U I1 W. Y III 9 CONTRACTOR AND 5DM SHOULD BE NOTIFIED 50 THAT EITHER ADDITION AND/OR DEEPER RODS CAN BE D.WRITTEN SURVEYOR REPORT VERIFYING FINAL ANTENNA AZIMUTHS TO BE SUBMITTED TO OWNER. ,4 INSTALLED. viiC.II-0. 04 2043527 1 O. 2.2 TOWER COAX/ANTENNA NOTES 1(G1� I I I.FIRST TEST-SHALL BE WITH THREE GROUND RODS INSTALLED(MIN)EQUALLY SPACED AROUND THE ' i �/�y ,,� 'I TOWER FOUNDATION BUT NOT CONNECTED TO THE EQUIPMENT BUILDING EXTERNAL GROUND RING. A.ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE _ r FURNISH WIRE TO CONNECT(TEMPORARY CLAMP)ALL THREE GROUND RODS TOGETHER TO MAKE A OWNER.THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE GINEEF2ING, SYSTEM TESTER EACH ROD IS INDIVIDUALLY TESTED.IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE, CABLES. i i �"�° ' 0� THE ELECTRICAL CONTRACTOR AND 5DM SHOULD BE NOTIFIED 50 THAT THE ROD GAN BE DRIVEN DEEPER - ;di UNTIL ALL THREE RODS HAVE A RESISTANCE OF 10 OHMS OR LESS ON A DRY DAY. B.NORTH ARROW SHOWN ON PLANS REFERS TO PLAN NORTH.CONTRACTOR SHALL VERIFY TRUE NORTH `� �y': • 12. SECOND TEST-SHALL BE WITH THREE ROUND RODS CONNECTED WITH DRY SOIL AND WHEN NO AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. 02019 FOR ' 1 - 's ` . STANDING WATER HAS BEEN PRESENT FOR AT LEAST TEN DAYS.THE MAXIMUM ALLOWABLE READING IS 5 OHMS TO GROUND.IF THE RESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS THE ELECTRICAL ITEMS TO BE PROVIDED TO OWNER BY CONTRACTOR AT SITE INSPECTION CONTRACTOR AND 5DM SHOULD BE NOTIFIED 50 THAT EITHER ADDITION AND/OR DEEPER RODS CAN BE INSTALLED. . A.AS-BUILT DRAWINGS • VA-22902.02 13. 2.3 EQUIPMENT BUILDING AND TOWER B.ANTENNA VERIFICATION FORM COB 5 14. AFTER THE EQUIPMENT BUILDING AND TOWER GROUND RESISTANCE TEST IS COMPLETED, C.SWEEP TEST RESULTS ELECTRICAL CONTRACTOR SHALL TIE EQUIPMENT BUILDING EXTERNAL GROUND RING AND TOWER EXTERNAL D.GROUND TEST RESULTS GROUND RING TOGETHER.AFTER FIRST AND SECOND TEST ALL CONNECTIONS MUST HAVE EXOTHERMIC E.SITE PHOTOS 1600 5TH ST WELDS.NO LUGS OR CLAMPS WILL BE ACCEPTED. F.CONTACT NUMBERS CHARLOTTESVILLE,VA 22902 GROUNDING RESISTANCE TEST REPORT NEW MONOPOLE I. UPON COMPLETION OF THE TESTING FOR EACH SITE,A TEST REPORT SHOWING RESISTANCE IN OHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 1 0 FEET INTERVALS UNTIL THE AVERAGE RESISTANCE STARTS INCREASING AND ALSO NOTE THAT I 0-15 PHOTOS MUST BE TAKEN TO PROOF ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFILL AND NOTIFY 5DM NO LESS THAN 48 HOURS IN ADVANCE OF BACKFILL TESTING SHALL BE COMPLETED BY GENERAL CONTRACTOR AND TWO(2)SETS OF GENERAL NOTES DOCUMENTS ARE TO BE BOUND AND SUBMITTED WITHIN ONE(I)WEEK OF WORK COMPLETION. GN3.1 THIS DRAWING IS SCALES FOR 11.17 PAPER(US.GOUT.TABLOID) TABLE OF CONTENTS \ \ \ _ \ \ \ \\ \ \ \ \ ` \ \ SHEET NO. DESCRIPTION \ \ \ \ \ \ - �- \ \ \ \ \ SHEET 1 SITE PLAN \\ \ �' \ \ \\ \ - \ \\ \\ \ \ \ \ \ SHEET 2 NON-PENETRATING ROOF PROTECTION & BILL OF MATERIALS _ \ \ \ \ \ \ \ \ ` \ SHEET 3 MAT LAYOUT \ \`� \ \ ` \ _ \ \ \ SHEET 4 FRAME LAYOUT \ \ \ \ ` _ \ \ SHEET 5 DETAIL & SECTION VIEWS \ \O`� \ ��ti yr' , 7O \`` 41111kTING' S\ —__ , 0 \ ` \ S , Z , - ILDING \ \ \ \ NEW MONOPOLE \ \ TOWER \ \ 111 • \ NEW NON—PENETRATING ROOF PROTECTION \ `` `, A 0 \ \ ► \ \ EXISTING FENCE 1‹,<(<<1 .111111' \ \ \ \ \ \ PARKING LOT \ V A ORIGINAL RELEASE BJH ANP DCB 4-2-19 ( )SITE PLA<I< REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE _ P.O.Box 1496 �ERT'CAL Richmond,KY40476 • �/ Phone:(859)624-8360 Fax:(859)624-8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE RESERVED FOR so vnorS AL sear 1 OF 5 2019-316-004 I NONE BILL OF MATERIALS MARK NO. QTY. DESCRIPTION MATERIAL GRADE VS-28667 2 ENCAPSULATING FRAME, L 2" X 2" X 1/4" ASTM A572 GRADE 50 VS-28668 2 ENCAPSULATING FRAME, L 2" X 2" X 1/4" ASTM A572 GRADE 50 VS-28669 2 FRAME SPLICE PLATE, PL 1 3/4" X 1/4" THICK ASTM A572 GRADE 50 VS-28670 8 ALLTHREAD, 1/2"0 ASTM A193 GRADE B7 XX1214 4 BOLT, 1/2" X 1 1/2" ASTM A325 XY0029 16 FLAT WASHER, 1/2"0 — XY0051 16 LOCK WASHER, 1/2"0 — XY0402 16 2H HEAVY HEX NUT, 1/2"0 — 2410201410 32 MCNICHOLS PLANK GRATING, 2' X 10' — MAT18 90 SITE PRO 1 RUBBER MAT, 18" X 48" — ENCAPSULATING FRAME (SEE SHEET 4) \ ::::;::; ::::::;';:;;;;;;%:: ;:::::::;;;%::::::;:::;:::;;:;.;;:;:;::;;:;,•:e:;:;:;;;:;:i•::;. • IV ..:... ..• .,.•.•.• -:. •.•. .•.•. •.•.•.•,. SITE PRO 1 %•••••"•'•••'•'::::••••••.•.•.•.. ... ..•.;.;■.•.::;:•::.. 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(TYPICAL) i%E%isisisi%i%i%i%i:i:i:::i:::i:i:i:i:i:i%i::::::i:i:i:i:3 __ _ iiiiidtige '; ;:;:I•;■I•;•I-;•I•r•!•!:!•I•r=I•;•r•;•;•;•!a•;•r:r•r•;•r■r■;•,: ________ ________ :...::..;i;:;,.ic;i.ii .:;i:;. :: .•:�: . ..•:•:•:•.•....•.• ;;;;;;;: , <1(k/ :::::.. .... -,::_,_ :;;:.•...•. ••;:;•.••; .:.•..;.;...•.•.:.. ' l( P."1"<</ 1111411111011111111111111110111nliffillififillin E ••.••..••••••••• y '4•••P•••4444•••••d•-••••••444••4•:••444- i• Alb w ' ' 3103 �� ~ Zli - • ®NONPENEINGROOF PROTECTION A ORIGINAL RELEASE BJH ANP DCB 4-2-19 REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE Atk P.O.Box 1496 Richmond,KY 40476 .•.VERTICAL Phone:(859)624-8 60 STRUCTURES,INC. Fax:(659)624-8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: I PROJECT NUMBER: SCALE ♦ e FOR PROFESSIONAL s 2 OF 5 2019-316-004 I NONE , SITE PRO 1 2" GAP BETWEEN MATS RUBBER MAT (TYPICAL) ENCAPSULATING FRAME (TYPICAL) (SEE SHEET 4) \ . - ~ • • .Tr • - — 4— 6" GAP BETWEEN MATS _(TYPICAL) r ^ . ^ RUBBER MATS NEED TO BE CENTERED WC MIM I' "".... y"" r f UNDER PLANK GRATING „ - CHANNELS (SEE DETAIL "D" �� IIII ,ory . ON SHEET 5) o. : MI M o. :, .11 Mi n n onn•—•nqiiiir '.11 n n n.n nn•-n•,ne,—.nne.--•n-e nn., n n _,„_, _ . . . <<C1 3 MAT LAYOUT PLANK GRATING NOT A ORIGINAL RELEASE BJH ANP DCB 4-2-19 SHOWN FOR CLARITY REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE 4 P.O.Box 1496 /♦1VERTICAL . Richmond,KY 40476 Phone:(859 6 4-8360 Fax:(859)624-8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE RESERVED SEAL OF 5 2019-316-004 I NONE 40'-1 1/8" O 5 VS-28667 GIi VS-28668 0 5 ((/'mi.'(1.. \\/ I io ,,,,c) ,.....‹<,<<4/' . n _ VS-28668) . -VS-28669 \V528667 VS 28670 W/ 1- 1/2"0 2H HEAVY HEX NUT 1- 1/2"0 LOCK WASHER °FRAME LAYOUT & 1- FLAT WASHER 4 PLANK GRATING NOT A ORIGINAL RELEASE BJH ANP DCB 4-2-19 (TYPICAL) (‹ SHOWN FOR CLARITY REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE P.O.Box 1496 Richmond,KY 40476 1IVE RTI CAL Phone:(859)624-8360 Fax:(859)624-8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE RESERVED FOR PROFESSI01161 SEAL 4 OF 5 2019-316-004 NONE t VS-28670 W/ 1- 1/2"0 2H HEAVY HEX NUT VS-28670 1- 1/2"0 LOCK WASHER W/ 1- 1/2"0 2H HEAVY HEX NUT .---__---___\ & 1- FLAT WASHER __ 1- 1/2"0 LOCK WASHER \ (TYPICAL) & 1- FLAT WASHER /•• • \ VS-28667 /_•� \ \ 7 /• \ VS-28667 -z ./ i \, off- _ 4 _, ) - • . .., .n: . . ...,.,,,, _ \ .. „/ ..,„,. ., __,,,__..., ._.._. ___ \ , „ ,, Ear (<;111) DETAIL v DETAIL v MCNICHOLS PLANK GRATING clemp,(</iliCimi)VS-28670 (TYPICAL) VS-28670 W/ 1- 1/2"0 2H HEAVY ;� // ,,,,,,,,,,,/ .,,,, .,,...../m; VS-28669 1- 1/2"0 LOCK WAS & 1- FLAT WASHER L/2 L/2 (TYPICAL) (TYPICAL) (TYPICAL) NTEPROl -___ LENGTH RUBBER MAT VS-28667 / -/ \ VS-28668 (TYPICAL) (TYPICAL) ' RIIIIIIIIP BOLT, 1/2" X 1 1/2" SECTION Nir (TYPICAL) • / , —.2. ems. 0 I - - - I A ORIGINAL RELEASE BJH ANP DCB 4-2-19 \ (\ I REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE :,: ), u Lg \ / P.O.Box 1496 Richmond,KY 40476 / I�VERTICAL Phone:(859)624-8360 STRUCTURES,INC. 8369 Email:engineering@verLca structures.com \ - =_ - = _ / FOR HARRIS ©DETAIL 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA - SHEET NUMBER: I PROJECT NUMBER: SCALE: RfSIINm FOR PRO SEAL5 OF 5 2019-316-004 I NONE — TABLE OF CONTENTS SHEET NO. DESCRIPTION \_ _ :,..,, 11%_\, :: 7__, --,-___ - - SHEET 1 SITE PLAN SHEET 2 NON—PENETRATING ROOF PROTECTION & BILL OF MATERIALS SHEET 3 MAT LAYOUT SHEET 4 FRAME LAYOUT - SHEET 5 DETAIL & SECTION VIEWS # - jr17 -. - ' --- --.--, . -ri(','9 ',1. „ --- --__. - -- -...44° . / -___ o 4)) • -- (4 - EXISTING BUILDING NEW MONOPOLE TOWER AT NEW NON—PENETRATING o - ROOF PROTECTION . 0 ---- \ - \ • „A __ EXISTING FENCE PARKING LOT - / A ORIGINAL RELEASE BJH ANP DCB 4-2-19 (DSITE PLAN REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE 4 41ERTwL P.O.Box 1496 Richmond,KY 40476 Phone:(859)624-8360 Fax:(859)624-8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE: RESERVED FOR PROFESSION41 SFAL 1 OF 5 2019-316-004 NONE 1 BILL OF MATERIALS MARK NO. QTY. DESCRIPTION MATERIAL GRADE VS-28667 2 ENCAPSULATING FRAME, L 2" X 2" X 1/4" ASTM A572 GRADE 50 • VS-28668 2 ENCAPSULATING FRAME, L 2" X 2" X 1,4" ASTM A572 GRADE 50 VS-28669 2 FRAME SPLICE PLATE, PL 1 3/4 X 1/4" THICK ASTM A572 GRADE 50 VS-28670 8 ALLTHREAD, 1/2"0 ASTM A193 GRADE B7 XX 1214 4 BOLT, 1/2" X 1 1/2" ASTM A325 XY0029 16 FLAT WASHER, 1/2"0 - XY0051 16 LOCK WASHER, 1/2"0 - XY0402 16 2H HEAVY HEX NUT, 1/2"o - 2410201410 32 MCNICHOLS PLANK GRATING, 2' X 10' - MAT18 90 SITE PRO 1 RUBBER MAT, 18" X 48" - ENCAPSU(LATING FRAME (SEE SHEET 4) tt t% t% % t%t% t %t%t%t%t:t%t%t%ttt%t�i%II'%I'IniiiIIII%I%I%I%I%I%I%I%I%I%I%I%I%ini t%I I I %t%t%t%%t%tt% tt!%!% :;':%:?:;:;:?:;w t%•%•%•%•%t%t%t%%%% !% I!%I %!%!%: ;: SITE PRO 1 _ •• ••• •••••%•• •%•• . .. ::::.::::>,.,.•.•..::%I%I%I%I•:•.•:•••••:•.%:%:%:%:%.%:%:%:•:•:•:::•� RUBBER MAT ••••:::t:I 1!:::t:!$t:t:!:t:t.::*::!•t;:- ;;;..;.;•;•;t;t;t;t;t;t;t:t•td•t•t4•t•t•t•t•t•t t+t4d•t■t•t•t•A:: iiiiiiiiiiiiiiiiliggiiiiiiligigifiliggifigifigigliMENggni *, :,: ;;;,;:;;;,dr:,:,1,ii,miHrHm,;:i -••::::! ••;• •%: ::• •••-%w•�••-:•••:•:�„• : :::**1:;:;:44:,;;;41::: (TYPICAL) ,,:.,:;„;:;„: :,; ,; ,:; ;, ,,,: ,: ,,,:,: ;,‘: :;,: :, :; : ,; ,: ,: .••••. .••. .•.•• ..•••. .•••. .•. 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(TYPICAL) . , , , „;,; _liiiiiiiiiiiiiplooliiiiiiiiminiiiiiiiiiiiiiiii .,,, ;: .:,:m , ;: 41iiiiiiiiiiiiiiiiiiiiigniiiiiiiiiiiiiiiiiiiiiiiii:ili ,, ,_ ---,,-_z„---- , * *. L iiii*****N::::10:::::,.,,,.;.:::::::::.::::, •www••ww :%:%: •••;•;•;•;•;•;• ••%:%:%•;•;• -•••••::: %:%:%:%•, •;•;•;•;•;•;•;•%•;•••••;•:•:•;•:•;•;•;•••%:%••_•••••;•;•;•;•;•: %•%-•••-•••-%•%•%•%•%-•-•-•-%-%-%•%•%••••••••••••••• ••••• • ••• •4•• IINIGNINIONIMIllit CDNON-PENETRATING ROOF PROTECTION A ORIGINAL RELEASE BJH ANP DCB 4-2-19 REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE P.O.Box 1496 �� Richmond,KY 40476 ►VERTICAL Phone:(859)624-8360 STRUCTURES,INC. Fax:(859)624.8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON- ROOF PROTECTPENETRATINGION ALBEMARRLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE: REstRvED cwc sex 2 OF 5 2019-316-004 NONE SITE PRO 1 2" GAP BETWEEN MATS RUBBER MAT (TYPICAL) ENCAPSULATING FRAME (TYPICAL) (SEE SHEET 4) ��I . . �I _ _ . �6" GAP BETWEEN MATS� . . . . . . . , _ I (TYPICAL) . . . . . . _ . _ . 1 . . . . ' . . -- - , •. � l . , RUBBER MATS NEED TO BE CENTERED ` UNDER PLANK GRATING ----.- _ = CHANNELS . . . - (SEE DETAIL "D" ����r _ ON SHEET 5) �,� �� C)MAT LAYOUT PLANK GRATING NOT A ORIGINAL RELEASE BJH ANP DCB 4-2-19 SHOWN FOR CLARITY REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE AeL P.O.Box 1496 /1VERTICAL Rhoe:(85,)Y4-836 Phone: 859 624-8360 Fax:(859)624-8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA _ SHEET NUMBER: PROJECT NUMBER: SCALE FOR PROFESSIONIN SEAL 3 OF 5 2019-316-004 NONE L 40'-1 1/8" O C VS-28667-N 5 �VS-28668 O5 0 (0 VS-28670 VS-28668 T528669 \VS_28667 W/ 1- 1/2"0 2H HEAVY HEX NUT 1- 1/2"0 LOCK WASHER ()FRAME LAYOUT & 1- FLAT WASHER PLANK GRATING NOT A ORIGINAL RELEASE BJH ANP DCB 4-2-19 _ (TYPICAL) SHOWN FOR CLARITY REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE AAL P.O.Box 1496 Richmond, 40476 ,VERTICAL Phone:(859) 4-8360 STRUCTURES,INC. Fax:(859)624-8369 Email:engineering@verticalstructures.com FOR HARRIS 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE: Rtisrxvm FOR PROFESS/OWL sEAI. 4 OF 5 2019-316-004 NONE VS-28670 W/ 1— 1/2"0 2H HEAVY HEX NUT VS-28670 1— 1/2"0 LOCK WASHER W/ 1— 1/2"0 2H HEAVY HEX NUT --- & 1— FLAT WASHER __________ 1— 1/2"0 LOCK WASHER - �,'\ (TYPICAL) & 1— FLAT WASHER /-" N VS-28667 \ /, N VS-28667 / \ Ii. 1 I =:"..,w \s, `,-_, \ — -___ .-- ---)---- -- z I ‘\ ":4 ,/.. "DETAIL v "DETAIL v MCNICHOLS VS-28670 PLANK GRATING (TYPICAL) VS-28670 W/ 1— 1/2"0 2H HEAVY HEX NUT _ ////////////////////,/lull/!////C/////I//////////III//U/L/// !/////////////,,/,// , VS-28669 , I I I 1— 1/2"0 LOCK WASHER L/2 L/2 & 1— FLAT WASHER _ — (TYPICAL) (TYPICAL) (TYPICAL) N—SITE PRO 1 �•- —•_` LENGTH RUBBER MAT - VS-28667 / \ VS-28668 (TYPICAL) (TYPICAL) "SECTION / — BOLT, 1/2" X 1 1/2" (TYPICAL) • — r r r ' n I A ORIGINAL RELEASE BJH ANP DCB 4-2-19 I I I REV. DESCRIPTION DRAWN BY: CHECKED BY: ENGINEERED BY: DATE ll 11 Richmond,KY 40476 - ( i /\ \ P.O.Box 1496 " AVERTICAL hone:(659)24-8 60 \ Fax:(859)624-6369 \ ^� Email:engineering@verticalstructures.com ''� = FOR HARRIS ©DETAIL 2019 MODIFICATIONS NON-PENETRATING ROOF PROTECTION ALBEMARLE COB 5, VA SHEET NUMBER: PROJECT NUMBER: SCALE RESERVED FOR PROFESSION./SEAL 5 OF 5 2019-316-004 NONE ITEM NO. FEATURES UNIT WEIGHT ID REGO WEIGHT(LBS) (LBS) 1 I SECTION A VALMONT S-22 0.313' THK (A572 GR65) 5,242 5,242 2 1 SECTION B VALMONT S-22 0.250' THK (A572 GR65) 3,290 3,290 3 1 SECTION C VALMONT 5-22 0.188• THK (A572 GR65) 1,787 1,787 4 1 BOTTOM CAGE PLATE 93 93 122'- 0.00" r.- 5 10 1.75" ANCHOR BOLT. LENGTH=5.50' A615 GR75 64 634 6 1 BASE PLATE VALMONT S-56 2.000" THK (A572 GR50) 773 773 1 TOP CAGE PLATE (REMOVE BEFORE SETTING POLE) 122 122 119'- 0.00' 1 SAFETY CLIMBING CABLE (LENGTH - 112.00') 89 89 3 GROUNDING LUG 2 6 ® GALVANIZING 281 281 88 STEP AND CLIP (VALMONT STANDARD) 1 44 7 2 HAND HOLE STD (9" x 24") 48 96 8 1 HAND HOLE STD (6" x 12") 22 22 9 1 HAND HOLE STD (6" x 12") 22 22 10 1 HAND HOLE STD (6" x 12") 22 22 It 3 HANG HOLE STD (6" x 12") 22 66 12 1 HAND HOLE STD (6" x 12") 22 22 13 1 HAND HOLE STD (6" x 12") 22 22 I POLE CAP 17 17, 0 HOLE COOROS (INCHES) 02.13" HOLE X-COORD Y-COORD Y (10 REDD) 22.63 0.00 • • 18.30 13.30 6.99 21.52 • • 90.- 0 00" {' It X ® 0,0 51.17" TYP • • • W DESIGN LAP SPLICE - 49.00" NOTES: 029.25" 1. BASE PLATE THICKNESS - 2.000" 2. BASE PLATE ALLOWABLE STRESS (KSI) - 50 3. ANGLES ARE MEASURED CLOCKWISE FROM 0 DEGREES 4. BOLT CIRCLE DIAMETER - 45.25" 5. CAGE TEMPLATE DIAMETER - 48.75" BASE PLATE / ANCHORAGE CHARACTERISTICS 74'- 0.00" NOTES: • 1. FACTORED REACTIONS FOR FOUNDATION DESIGN MOMENT - 14,182 IN-KIPS SHEAR - 15,827 # 69'- 0.00" VERTICAL - 16,466 A 2. GALVANIZED PER ASTM A-123. ID 3. DESIGN CRITERIA: ANSI/TIA 222-G ADDENDUM 2 4. THIS STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LOADING: EXPOSURE CATEGORY - C STRUCTURE CLASSIFICATION - 3 TOPOGRAPHY CATEGORY - 1 WINO LOAD CASES ARE BASED ON 3 SECOND GUST AND 100 YEAR WIND RETURN PERIOD 62'- 0.00" " 1 A. CASE I: WIND - 90 MPH WIND SPEED 0 B. CASE 2: WIND - 30 MPH ICE AND WIND SPEED 0DESIGN ICE THICKNESS - 0.75 INCH C. CASE 3: WINO - 60 MPH WIND SPEED D. EQUIPMENT ABP ABP MTG CENTROID WITHOUT ICE WITH ICE 57'- 0 00" 1 HT. HT. EPA WT EPA WT DESCRIPTION (FT) (FT) (FT.•2) (LBS) (FT••2) (LBS) 0 1-4FT LIGHTNING ROD 122.00 124.00 0.25 10 1.96 58 1-6' HIGH PERFORMANCE(7GHZ) 119.00 119.00 38.27 372 44.15 1050 1-BMR100 92.00 98.50 10.76 92 17.05 504 1-72" STANDOFF 92.00 92.00 5.99 68 14.00 379 2-BMR100 77.00 83.50 21.52 184 33.94 990 2-72" STANDOFF 77.00 77.00 8.98 136 21.36 740 1-ICE SHIELD FOR 6' ANTENNA 77.00 77.00 9.23 600 13.73 1838 1-6' HIGH PERFORMANCE(7GHZ) 74.00 74.00 38.27 372 43.88 1017 1-ICE SHIELD FOR 4' ANTENNA 72.00 72.00 7.30 360 15.42 847 1-3' HP DISH(7GHZ) 69.00 69.00 11.52 172 15.08 412 1-SMALL YAGI 64.00 64.00 2.01 18 4.69 44 1-36" STANDOFF 64.00 64.00 3.28 37 6.11 178 1-SMALL YAGI 59.00 59.00 2.01 18 4.67 44 1-36" STANDOFF 59.00 59.00 3.28 37 6.09 177 DESIGN LAP SPLICE = 59.00" 5. FEEDLINES ARE PLACED INTERIOR TO POLE SHAFT (UNLESS NOTED OTHERWISE). 6. TOTAL POLE HEIGHT IS 123 FT AGL. 7. ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE (APPROX. 1 FT AGL). 8. 18 SIDED SHAFT 9. POLE DESIGNED TO NOT EXCEED 75% CAPACITY. �y i*ALTA(o .., 0 ad_Aii,.• (L s?^✓,1 �1i Lk.No.v-,,,i-', (2i5 Eicp. 3/31/201� 7'- 0.00" 0 0 0'- 0.00"(TOP OF BASE PLATE) _ 0 0 SECTION INFORMATION 7/23/18 pNAR POLE HEIGHT AND LOADING REVISION ITEM ID LENGTH BASE 00 TOP OD THK MATL ip V DATE BYV DESCRIPTIDN l 45'- 0.00' 39.00' 30.66" 0.313" A572 65 KSI 3996944 396944 396 PROJFCT EI9 4A2 NONE WIL 03/20/19 SRO 2 43'-11.00' 32.07' 23.92" 0.250" A572 65 KSI OESCAIPTION iv 3 42'- 1.00' 25.06' 17.25" 0.188" A572 65 KSI VERTICAL STRUCTURES 123.0' POLE, SITE: ALBEMARLE, VA 5.5' 0 GENERAL NOTES: DRILLED PIER r----sw-B 1.Prior to excavation, check the area for underground facilities. ANCHOR BOLTS i 2.All reinforcing shall be deformed bars conforming to ASTM A615 (SEE SECTION A-A FOR DETAILS) 1 Grade 60 (60,000 psi min. yield) and shall be provided by the 5.5' 0 foundation contractor. 3.All concrete shall have a minimum compressive strength of 4000 ( ( I A e _•� A psi @ 28 days. The requirement for the concrete shall be as given in the ___� _ ACI "Building Code Requirements for Reinforced Concrete", ACI 318, the T ;i • latest edition. CAP - 0.5• J �Oi.�(' , '� � �- 4.Trowel top of pedestal smooth. il%. L #OI����' f --K - 5.Steel reinforcement and concrete should be placed immediately upon completion CONCRETE PIER 1 ice, .I r' \ I of the pier excavations. Contractor shall not allow a cold joint 'i�l��1 i • to form in the pier. Portion above grade should be formed. r._._r Temporary casing may be required to prevent caving prior to REBAR TIES 12"ON CENTER 10-1.75" DIAMETER X 66" LONG concrete placement. Bottom DOUBLE AT TOP WITH ANCHOR BOLTS ON A 45.25" BOLT 6.The ground water was encountered at 45' below grade during boring. Template i�1 ON BOTTOM tc �j��I� �� CIRCLE MATCHING PROVIDED TEMPLATES 7.Concrete is assumed to weigh 150 pcf. 8.Estimated concrete volume =24.7 cubic yards total. �I���I� } i g 9.Design Based on the following loads from installation drawing for order No: 396944. 0�I 1�i� 28' FOUNDATION 5 ANCHOR BOLT LAYOUT PLAN Factored Miomaat = 14182 in-kips VERTICAL REBAR �® (NO SCALE) Factored Shear = 15.83 kips Factored Download = 16.47 kips CENTER THE Cars IN i��I 10. Reference: EGSci #2018.316-001 4/18/18 THE DRILLED PIER 0I®�II0 graril11. Concrete shall be placed using a tremie to the depth indicated on the foundation drawing. O1®U 30 #4 BAR TIES, 12" OC, 2 ON TOP, 1 ON BOTTOM 12. Anchor bolts to be ASTM A615, Gr. 75 ksi. I,® 13. Ref Soils Report for installation recommendations. �I 28 EQUAL SPACED #9 VERTICAL BARS SECTION B-B (D/ 1/ 27'- 6" PIER ELEVATION (NO SCALP) '� Reinforcement Steel Schedule Total Total Reber Reber Bar Weight Weight BAR VERTICALREBARGEOMETRY Type size Spacing lb/ft (lb) Qty 9.00" Anchor Bolt Projection 1 Vertical #9 EQUAL 3.4 2618 28 2 Ties #4 12" 0.67 330 30 ANCHOR BOLT LOCATION TEMPLATE TOTAL STEEL WEIGHT FOR COMPLETE FOUNDATION INSTALLATION - 2948# CHAMFER 1" #9 REBAR LAP SPLICE TABLE Ref. ACI 318 A Se SI SECTION C-C #4 Rebar Reber CONCRETE REBAR I., In' PIER REBAR LAYOUT Size Grade sTReNCTH OVERLAP • �I �� (NO SCALE) q'- 10" PSI INCHES Special Inspection #9 60 4000 42 1. Inspection of reinforcing steel and placement (periodic). #4 60 4000 15 2. Inspection of anchor bolts cast in concrete (periodic). i NOTES: Where vertical bars are to be spliced, splices should be staggered. 3. Verifying use of required mix design (periodic). 4. At the time fresh concrete is sampled to fabricate specimens for strength tests; perform slump and air SECTION A-A TYP content tests and determine temperature of concrete /( GRADE 60 REBAR TIES HOOK GEOMETRY*** ANCHOR BOLT ELEVATION (continuous). * ** .0.ALTN aF. Rebar ASK # 6db 4db* r1 5. Inspection of concrete placement for proper application \ / U �i� (NO SCALE) techniques (continuous). / Size His Length Nominal Diameter ��. Note: EXTREME CARE SHOULD BE TAKEN TO ENSURE THAT ALL 6. Verify excavations are extended to proper depth and have -� 9eiceic Hook Not Reqd N/A N/A 2,-,,-, �! BOLTS ARE LEVEL WITH RESPECT TO EACH OTHER reached proper material (periodic). * db Bar Diameter - !^^f 7 TO ENSURE ADEQUATE NUT ENGAGEMENT 7. Observe drilling operations and maintain complete and REBAR TIE GEOMETRY ** Refers to ACI Stirrup hook detail 6db 3in min. Tim Y(1! _.,. n{M accurate records for each element (continuous). LJtr10 ir; 2G5i1i5 8. Verify placement locations and plumbness, confirm element 6 cp. 3/31/201� diameters, lengths, and adequate end-bearing strata .F � capacity; record concrete volume (continuous). C � AB 1,1' 9. Inspect formwork for shape, location, and dimensions of ,'Sjp�ALE'00 the concrete member being formed (periodic). Rev Description - Date By/Ck �' 3575 BALEN25OA 97302T SE UNLESS OTHERWISE NOTEDMOnt MAIN (503) 363-9267 DIMENSIONS ARE IN INCHES TOLERANCES ARE: 5))Z 3 (800) 547-2151 x'-X x/x^ - s 1/8" By: so DRILLED PIER FOUNDATION LAYOUT x x - = 1/16" - x• s 1/8^ Check: TD Customer: Vertical Structures X"- s 1/16" Date: 03/20/19 Site: ALBEMARLE ANALYSIS Version: 2.1 5.0.#396944 SIZE - B Drawing No.VA396944FP !Sheet 1 of 1