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04-10 Design Plan
..::��WSHENTEL. SHENANDOAH MOBILE COMPANY SITE NAME: NORTH ARMEL 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 NEW EQUIPMENT AND NEW ANTENNAS ON A PROPOSED 95' MONOPOLE (W/4' Lightning Rod=99'Overall) VICINITY MAP No SCALE V "N 321 � DRIVING DIRECTIONS Driving DI ... V.— to the It, IT— Shentel offo,. Frain 1-81 N.la Exl BDi (Bi•Phene CEy). N m, entl INUu nmP, Nm fIEN and prou•E apprax 4 4110 tulle, to ray 622. TUBI bM1 on K4.1' 6]1 ena praa.ea epprox z vto muu to mRr4 R.eb Steuon an m, nENt (✓' p.d u. v.mc u9n1 m 6+• va•n.amn ar T.,xer Roea ala Nwy szz). PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLATION OF PCS EQUIPMENT, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A PROPOSED 95MONOPOLE, BUILDING CODE USE GROUP: U (UTILITY) CONST. TYPE: TOWER -2C SITE NUMBER: 532-C RAW LAN D PROJECT SUMMARY SITE NUMBER: SITE 532-C 5 ie NAME NORTX ARNEL SITE AOORESS: 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 PROPERTY OWNER T NEER RIDGE MINISTRIES IN[. 2835 FRONT ROYAL PIKE WINCNESTEfl VA 22602 PHONE 540-869-4997 APPLICANT SHENTEL SHENANOOAH MOBILE COMPANY 500 SHENTEL WAY P.0 BOX 459 EDINBURG VIRGINIA 22624 PHONEI 540-98A-8123 ENGINEER. DYNATEK T-COHMUNICATIONS SERVICES 7134 GROG, Coo DR YE BROOKFIELD, OH 44403 PHONE 330-446-4334 FAx 330-448-4337 CONTACT MARK TNaM H POWER PflOV ceR ALLEGHENY POWER (800-355-3443 POLE G 1246104 TELCO PROVIDER: VERGO, (800-483-3000) PEDEBTAL # 3 NPFNXX - 540-869 APPROVA LI SIT 2DY1NG R.F CONSTR. NETWORK -TELCO NETWORK -POWER PROPERTY OWNER/REP OPERATIONS G.C. HANDICAP ENOT SFACILITY IS UNMANNED HEREQUIRED, HABITATION. HANDICAPOT OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. >`` SHENTEL StfiN-DOM M OEC -S CDMa.4NY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dyna Limited TELECWNa CATIONS SERVICES 7134 Brookwood Drive Brookfield OH 44403 Pham: 330.448.4334 F.: 330.448-4337 www.dyvalydcom PA01, NO.: ]488 DRAWN BY'. M.L. CHECKED BN. DC.B SUBMITTALS 1a3 4/12/10 RECLINE REVISIDIIS 2 11/23/09 RcoL.NE COMMENTS 1 11/05/09 RECLINE COIN S 10/01/09 ISSUED FOR REV EW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS I° PROPRIETARY BY NATURE. USE OR DISCLOSURE OTHEI THAT WHICH RELATES TO L_ NAME IS STRI TED. U DAVID C. BAUD0 No. 011187 4// o NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 SHEETINDEX SHEET DESCRIPTION T-1 TITLE SHEET BF SITE SURVEY A -I ARCHITECTURAL SITE LAYOUT A-2 TOWER ELEVATION / SITE DETAILS A-3 SITE DETAILS A-4 SITE DETAILS A-5 SITE DETAILS A-6 RADIO CABINET DETAILS A-7 FENCE DETAILS E -I I GROUNDING AND ELECTRICAL DETAILS E-2 GROUNDING AND UTILITY DETAILS E-3 GROUNDING DETAILS E-4 GROUNDING PLAN AND DETAILS GN -1 GENERAL NOTES GN -2 GENERAL NOTES DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & DIMENSIONS 9 CONDITIONS ON THE JOB SITE 8 SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME, PROJECT SUMMARY SITE NUMBER: SITE 532-C 5 ie NAME NORTX ARNEL SITE AOORESS: 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 PROPERTY OWNER T NEER RIDGE MINISTRIES IN[. 2835 FRONT ROYAL PIKE WINCNESTEfl VA 22602 PHONE 540-869-4997 APPLICANT SHENTEL SHENANOOAH MOBILE COMPANY 500 SHENTEL WAY P.0 BOX 459 EDINBURG VIRGINIA 22624 PHONEI 540-98A-8123 ENGINEER. DYNATEK T-COHMUNICATIONS SERVICES 7134 GROG, Coo DR YE BROOKFIELD, OH 44403 PHONE 330-446-4334 FAx 330-448-4337 CONTACT MARK TNaM H POWER PflOV ceR ALLEGHENY POWER (800-355-3443 POLE G 1246104 TELCO PROVIDER: VERGO, (800-483-3000) PEDEBTAL # 3 NPFNXX - 540-869 APPROVA LI SIT 2DY1NG R.F CONSTR. NETWORK -TELCO NETWORK -POWER PROPERTY OWNER/REP OPERATIONS G.C. HANDICAP ENOT SFACILITY IS UNMANNED HEREQUIRED, HABITATION. HANDICAPOT OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. >`` SHENTEL StfiN-DOM M OEC -S CDMa.4NY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dyna Limited TELECWNa CATIONS SERVICES 7134 Brookwood Drive Brookfield OH 44403 Pham: 330.448.4334 F.: 330.448-4337 www.dyvalydcom PA01, NO.: ]488 DRAWN BY'. M.L. CHECKED BN. DC.B SUBMITTALS 1a3 4/12/10 RECLINE REVISIDIIS 2 11/23/09 RcoL.NE COMMENTS 1 11/05/09 RECLINE COIN S 10/01/09 ISSUED FOR REV EW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS I° PROPRIETARY BY NATURE. USE OR DISCLOSURE OTHEI THAT WHICH RELATES TO L_ NAME IS STRI TED. U DAVID C. BAUD0 No. 011187 4// o NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 I. aeWvr nmm .., ax,mvnra a e !rx w, wa:m Pa[mwa a Av ! .,wwm N almX a sura. �d AIlio pWllm b wmnM ma mbbk.. tl ivaa. e R . Fea [x S iM v� e'�itl bratl Wn o Im r1v 9prd8 hw xv�Mw pv IaP. itrW 31439G1Ya0 x • ! & Poa 0. rewm v � vu[. �ppv�a.are�et�MM �M'• wmd3 4nrN b I Imt ). Mrrm - Ns0 H [IevOm�-! rpl.n Omv enable na www wme wa - o Ma ex n Nam TM #]b-A-dOB 4. 7ehn E. b DB 9 915, 45 P &Aman S. 'G66 Vsa PUIM fid � •Naa i3ka -_— &ov Sa 90 60' 30• 0• TMa:76-A-04 N TI"mw Pid59'B P :Hu, Inc a. 2.860un; Us Proposed 5650' as r 4 L¢0961/\r!0 � �Pdev 2,500 dl., 4 a�,� — F,aYre UI�'Ir Ecwp f 1 r pmpoma 20' Mae..1µ �'^ \ �, of 672 d h Eaunwnt °' 'D r 0,0151,M. _ +{ 7,382 d - 0.1695 k. 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L1mce a1n ,aa Nau our 3 01'11'10' W J9.)1 len b Vw Lw vest d Nrpmua; Iwnn v 4) Sed rvwmeN wNaaop !)J pave Iw1 v 0.915e Ww TM#]b-A-59 [wr%#OLI00 8630 Ux�s 4 ldenfid yowh Map aa';1mxPw"1"p4 paw w'1`un Ido-". lera:ai`mn",wma"°w i51J Iw.a mewer um en m�"� pwxan w Nam w w me~e w a lama � . I[mm w91we Wn1 flmm15]AnY((R�Hp5wWp3) w�ma oa.m vro m ss wsl vi' 9a a _e � a sans. Hero a za95 .,,> ISHENTEL SHENANDOAH MO83LE COINPANY 300 SHE,iM WAY P.O459 EDINBURG, VA 22824 . (540)904.5123 .1 Dyna Limited TELECOMMUNICATIONS S RVICES 7134 Bmokw09d Drive lr—kfieltl,OHx4403 Phone: 800.838-3224 F�(3l0)148-433'1 ' .dyaNteNdewm.wm Dw LI3ATED ]4B8 PR03.N0.: .. BY: CHECKED BY. SUBMITTA4S I 1. EM NORTH ARMEL 532-C 2835 FRONT ROYAL PIKE TM #76-A-5411 SHAWNEE DISTRI T, iEDERICK COUNTY, IRGINI SHEETTITLE: I Lease Area Bor-daiy and Topographic Su ley SHEET NUMBE ,. loft IN I A? SHENTEL SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dyna Limited TELECOMIdUNICATIONS SERVICES 7134 Bcookwaod D Wv ftokEeld, OH 44403 Phone; 330.448.4334 Fex: 330.448.4337 www.dyneltd.— PROF. NO.: 7488 DRAWN BY: M.L. CHECKED BY: O.C.B. SUBMITTALS 3 4/12/10 REDUNE Rami— REDLINE 11%2S/09 REDLINE COMMENTS I 11/05/09 REDLINE C-- 0 10/01/09 iswEO Poq REVIEW LOCATION BACKBOARD LOCATION / I I / I THE INFORMATION CONTAINED PROPRIETARY I I THIS PROPOSED SHENTEL 12x20SET OF DOCHYENTS IS!a '' I NATUREUM. / USE OR DISCLOSURE OTHER Tr TURNAROUND LOCATION WHICH RELATES TO CLIENT PROPOSED UNDEGROUND UTILITY / THAT I NAME IS STRI SITED. �S EXISTING UTILITY POLE / ROUTING TO SOURCE LOCATION I 1 nALT[T / PECO AOCATION / I ` v ,+ a� Y VF+ EXISTING OVEN -HEAD UTILITY LINES G� ,/ / E%ISRNG TREE LINE / O I (J DAVID C. BAUDD LOCATION / I / a o No, 011187 EXISITNG PROPERTY/FENCE LINE LOCATION _c- - -r-c_ _ _,_r_ - _.._ - -rr- _ -c•r_ _ -r_r- - _r.'- _ -r_ // I cv 6 - -r-r- - -r-D- - -r-c- -r"- - -r-E - _r•� ^ _ -r_E_ _ _r _ - - - E_ _ _nr- p _ _r•c- _ -r-r- _ _ I I NORTH ARMEL ----- — — --------- 532-C 1 ----------------------------- ---� 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: ARCHITECTURAL SITE LAYOUT N07TEMPORAE: 13- SEORDURNG TRUCTION CONS RUCTONPOFNTHESUCH St STRUCTURE AS •LONGDERRICK, AS THEETC. EQUIPMENTMAY UOES SHEET NUMBER: NOT E%GEED THE 99' A.G.L. HEIGHT SUBMITTED. SHOULD TEMPORARY CONSTRUCTION EQUIPMENT EXCEED THAT HEIGHT, A SEPERATE NOTICE TO THE FAA MUST BE FILED. ARCHITECTURAL, SITE PLAN A-1 1 :H F I 305.51'3 TO PROPERTY UNE m 110.23'1 TO PROPERTY LINE I fZ_GRASS FIELD AREA Z, \ 50' O Q O s\ \ \\\ 2' \ \ 30, 07' \ \ 0) \\ ` 5 \ \ \ 1 ` PROPOSED SHENTEL 50'40' LEASE \ 1 AREA\ WITH A 30'x48' FENCED COMPOUND \ 1 11 1 1, \ PROP SED SED SHENTEL 95' \ MONOPOLE 1 \\ K ,1 WITH ANTENNAS 4P \\ I -, \ N I 1 O 94' RAD CENTER \ \ PROP05E0 SHENTEL ICE I ❑�` \ I II \ \ \ BRIDGE LOCATION , I 1 \ \ \ PROPOSED SHENTEL 10'06' \\ CONCRETE I 1 I II I 'N EQUIPMENT \ PAD LOCATION I 1 I I 1 I I I I I I I PROPOSED SHENTEL 12' W. 2 I I / / ACCESS DRIVE LOCATION (187'3 CONTINUATION OF 1 •1 IN PROPOSED S ,x TELTION PPC RACK O A L 1 I I I I EXISTING GRAVEL ACCESS ROAD) � 12' I I I I I I % --,- J o / I EXISTING SHED , / % PROPOSED SHENTEL UTILITY / A? SHENTEL SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dyna Limited TELECOMIdUNICATIONS SERVICES 7134 Bcookwaod D Wv ftokEeld, OH 44403 Phone; 330.448.4334 Fex: 330.448.4337 www.dyneltd.— PROF. NO.: 7488 DRAWN BY: M.L. CHECKED BY: O.C.B. SUBMITTALS 3 4/12/10 REDUNE Rami— REDLINE 11%2S/09 REDLINE COMMENTS I 11/05/09 REDLINE C-- 0 10/01/09 iswEO Poq REVIEW LOCATION BACKBOARD LOCATION / I I / I THE INFORMATION CONTAINED PROPRIETARY I I THIS PROPOSED SHENTEL 12x20SET OF DOCHYENTS IS!a '' I NATUREUM. / USE OR DISCLOSURE OTHER Tr TURNAROUND LOCATION WHICH RELATES TO CLIENT PROPOSED UNDEGROUND UTILITY / THAT I NAME IS STRI SITED. �S EXISTING UTILITY POLE / ROUTING TO SOURCE LOCATION I 1 nALT[T / PECO AOCATION / I ` v ,+ a� Y VF+ EXISTING OVEN -HEAD UTILITY LINES G� ,/ / E%ISRNG TREE LINE / O I (J DAVID C. BAUDD LOCATION / I / a o No, 011187 EXISITNG PROPERTY/FENCE LINE LOCATION _c- - -r-c_ _ _,_r_ - _.._ - -rr- _ -c•r_ _ -r_r- - _r.'- _ -r_ // I cv 6 - -r-r- - -r-D- - -r-c- -r"- - -r-E - _r•� ^ _ -r_E_ _ _r _ - - - E_ _ _nr- p _ _r•c- _ -r-r- _ _ I I NORTH ARMEL ----- — — --------- 532-C 1 ----------------------------- ---� 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: ARCHITECTURAL SITE LAYOUT N07TEMPORAE: 13- SEORDURNG TRUCTION CONS RUCTONPOFNTHESUCH St STRUCTURE AS •LONGDERRICK, AS THEETC. EQUIPMENTMAY UOES SHEET NUMBER: NOT E%GEED THE 99' A.G.L. HEIGHT SUBMITTED. SHOULD TEMPORARY CONSTRUCTION EQUIPMENT EXCEED THAT HEIGHT, A SEPERATE NOTICE TO THE FAA MUST BE FILED. ARCHITECTURAL, SITE PLAN A-1 1 u PROPOSED SHENTEL ICE BRIDGE LOCATION PROPSED 6'H. WOOD PRIVACY FENCE W/ (3) STRANDS OF BARRED WIRE ON TOP PROPOSED SHENTEL ANTENNAS MOUNTED AT 94' RAD CENTER A.G.L. W/AZIMUTHS OF 20'• 140', AND 260' 95' HIGH SHENTEL UTILITY LOCATION. ANTENNA INSTALLATION NOTES' 1. AZIMUTHS OF ANTENNA SHALL BE AS FOLLOWS: SECTOR 1=20' SECTOR 2=140' SECTOR 3=260- 2. SHENANDOAH PERSONAL COMMUNICATIONS REQUIRE A 3RD PARTY CERTIFICATION FOR THE AZIMUTH & RAO CENTER OF EACH ANTENNA. 3. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 4. CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION THAT ANTENNAS ARE PLUMB. ORIENTATION COAXIAL CABLE CABLE S12E CABLE LENGTH 0' – 100' tYo' 101' – 200' 201' – + TABLE COAXIAL CABLE MINIMUM BEND RADIUS SECTOR I P 20' AZIMUTH 10'• re" PROPOSED 7COAX Ys" UP TO BE RUN INSIDE i§ OF MONOPOLE C1 C2 FLC 12 SOJ 6' 6' 1/2" SECTOR 3 MAIN CABLE 260' AZIMUTH '\ 7/8" 115' 115' b SECTOR 2 115' 115' 140' AZIMUTH COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND RADIUS f" 10'• re" tB" Ys" 22" i§ 28" COAX BEND TABLE t<,• SHENTEL SRENANDOAH MOBE.E COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22624 (540) 984-5123 Dyna Limited TELECOMMUNICATIONS SERVICES 7134 Brookwood Drive Bmakfidd, OH 44403 Phone: 330,4414134 F.. 3304484337 www.dyoeltd-. PR03 NO.: ]466 DRAWN BY: ML. CBEC—BY: D.C.B. SUBMITTALS R¢oLINE REVISIONS R -NE C.,lle S REOUNE COMMENTS I85UE0 FOR REVIEW Op (j DAVID C. RAUDO No. 011181 41,z/I° 1�,q�'CFiPC��'v NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: TOWER ELEVATION/ SITE DETAILS �I SHEET NUNBER A-2 IN SECTOR 1 SECTOR 2 SECTOR3 COAX LENGTH (FT) COAX TYPE/SIZE TRX RX CABLE TYPE/SIZE LENGTH (FT) TRX RX COAX CABLE TYPE/SIZE LENGTH (FTCABLE ) TRX RX ANTENNA JUMPER FLO 12 50J Cl C2 1/2" 6' 6' FLC 12 SOJ 1/2" C1 C2 FLC 12 SOJ 6' 6' 1/2" C1 C2 6' 6' MAIN CABLE 7/8" 115' 115' 7/8" 115' 115' 7/8" 115' 115' EQUIPMENT JUMPER FLC 112 50J 4• 4• FLCI12"SOJ 4• 4• FIC1�2"50J 4' 4• CABLE COLOR CODE CI YELLOW BROWN WHITE CS RED BROWN WHITE CS GREEN BROWN WHITE C2 YELLOW WHITE WHITE C4 RED WHITE WHITE C6 GREEN WHITE WHITE ANTENNA RFS–APXV1B-206516H–C RFS–APXV18-206515H–C RFS–APXVIS-206516H–C NUMBER OF ANTENNAS I 1 1 RADIATION CENTER 94'-0" 94'-0" 94'-0" MOUNT TYPE 10 FT. LIGHTWEIGHT LOW PROFILE PLATFORM PIROD. PART NUMBER 891495. 10 FT. LIGHTWEIGHT LOW 10 FT. LIGHTWEIGHT LOW PROFILE PLATFORMPROFILE PLATFORM PIROD. PART NUMBER PIROD, PART NUMBER 591496. 891496, AZIMUTH 20 DEGREE 140 DEGREE 260 DEGREE DOWN TILT 0 DEGREE (+4EDT) 1 0 DECREE (+4EDT) 0 DEGREE t<,• SHENTEL SRENANDOAH MOBE.E COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22624 (540) 984-5123 Dyna Limited TELECOMMUNICATIONS SERVICES 7134 Brookwood Drive Bmakfidd, OH 44403 Phone: 330,4414134 F.. 3304484337 www.dyoeltd-. PR03 NO.: ]466 DRAWN BY: ML. CBEC—BY: D.C.B. SUBMITTALS R¢oLINE REVISIONS R -NE C.,lle S REOUNE COMMENTS I85UE0 FOR REVIEW Op (j DAVID C. RAUDO No. 011181 41,z/I° 1�,q�'CFiPC��'v NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: TOWER ELEVATION/ SITE DETAILS �I SHEET NUNBER A-2 IN :AWSHENTEL SHENAVNDOAH MOEME COIA.W 500 SHENTEL WAY P.O. BOX 459 EDINSURG, VA 22826 (540) 986-5123 Dyna Limited TELECOMMUNICATIONS SERVICES 7134 BT11k-Od Drive Brookfield, OR 44403 Phou: 330-048-4334 FOz, 330.448-0337 wWw. dyvilld,com —1. N0.: 7488 DRAWN BY: ML. CHBCKED BY: D.C.B. SUBMITTALS 3 4/12/10 RECLINE REV11- 2 11/23/09 RECCE C—ENTS I 11/05/09 REOUNE COMMENTS 0 10/01/09 ISSUED FOR REVIE,v T,H,E INFORMATION, CONTAINED IN I n eIT-1 --1.1 1 A ung k TI'TT7 ITV RAfCKR(IARn DRTAIL 1 5 1 DAVID C. BAUDO No. 011137 4/" /1 0 NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER A-3 3 1/2.0 GALV. STD. NOTE: ALL STEEL IS TO BE GALVANIZED WT. PIPE. 10' CONCRETE 3/4' CHAMFER TO BE BROOM -----'-- r _ I r I FINISHED WASHER/NUT q• ICE BRIDGE BOTH SIDES #4 REBAR 16" O.C. II ALL THREAD COMPACTED NON-ORGANIC II FILL AS REQUIRED OR i i TRAPEZE WASHER,/NUT UNDISTURBED SOIL BOTH SIDES II I IL.__________ ____- J :- SNAP-IN FOR COAX \ SECITON VIEW WASHER/NUT PSN VIEW W 6' MIN. COMPACTED �Ix/•�' SIDES GRAVEL BASE TYPICAL EQUIPMENT FOUNDATION DETAIL 3 ICE BRIDGE POST DETAIL 2 TYPICAL TRAPEZE DETAIL 1 FIELD CUT PIPE TO LENGTH CAP W/ GALV. METAL CAP DUAL 50OW QUARTZ LIGHTS, (2) ANGLE IRON SHALL BE BOLTED TO ICE BRIDGE CUT ENDS FOR GALV. STEEL PIPE CAP FIXTURES INSTALLED - AJMEO IN DIFFERENT DIRECTIONS PROTECTION TRAPEZE MOUNTED GROUND BAR PPC SUPPORT POST W/ #6 STRANDED TO JUMPERS WAVECUIDE SUPPORT BRACKET 15 AMP., 125 VOLT ANGLE IRON SHALL BE BOLTED TO MO OPOLE 24" WAVEGUIDE ICE BRIDGE #2 AWG BCTW GROUND SINGLE POLE COVERED TOGGLE SWITCH ICE BRIDGE CVT ENDS FOR LEAD FROM WAVECUIDE TO WAVECUIDE POST WEATHERPROOF BOTH PROTECTION COAX AND PLATE HUBBLE No. HBL1201-7420 SHENTEL EQUIPMENT FLEX JUMPERS SHENTEL PPC 36" MAX. GFI DUPLEX RECEPTACLE CABINET (2) #12 THHN WIRES & #12 GROUND IN 3/4" PVC CONDUIT TO PPC CABINET CROU�O BAR 3 1/2.0 SDH. 40 GALV. STEEL PIPE 4.0 MOUDTLINE iCELL_ II #2 AWG BrOW WORK LIGHT DETAIL 4 I I IN 3/4- PVC CONDUIT (ENO, m SHOULD BE SEALED 4, 11 WATERTIGHT WITH CAULKING) 1 5/B• UNI-STRUT E m sE0URE0 TPOSTS WITH U-BOLTS (UNI-STRUTUI NOT E%PESO N FROM MOUNTING POST AN NOT COMPACT I IMPEDE CEN PLUG) RADIO NOR CERN GROUNDS TO BE CROWN TECHNOLOGIES PARI WITH LIKE 1 4" GRAVELp: OPBONDED OF PIER - 05252 736 PPC cnBINET MEFAL &T' #2 AW c Brcw 7 CONDUIT 3 4 PVC ( "/ M • / ^ \//// / / / />, /j' T/( //\�y"{ / POWER SHALL BE SLEEVED GROUND RING /./ °. ;�, ""�K.. THRU h1C0 CHPMBER (SPHEO. 80) /CAOWELO / GRADE ` J I/2' 0 POSTS Nos UPCTDCNBRU SHOWN SHALL 6E BIMIIAR CIE IN 12'1NO DEEPPCO CONCRETE FOOTING UT1 T BACRBD AD ^ `•^_-. _-_-__- :AWSHENTEL SHENAVNDOAH MOEME COIA.W 500 SHENTEL WAY P.O. BOX 459 EDINSURG, VA 22826 (540) 986-5123 Dyna Limited TELECOMMUNICATIONS SERVICES 7134 BT11k-Od Drive Brookfield, OR 44403 Phou: 330-048-4334 FOz, 330.448-0337 wWw. dyvilld,com —1. N0.: 7488 DRAWN BY: ML. CHBCKED BY: D.C.B. SUBMITTALS 3 4/12/10 RECLINE REV11- 2 11/23/09 RECCE C—ENTS I 11/05/09 REOUNE COMMENTS 0 10/01/09 ISSUED FOR REVIE,v T,H,E INFORMATION, CONTAINED IN I n eIT-1 --1.1 1 A ung k TI'TT7 ITV RAfCKR(IARn DRTAIL 1 5 1 DAVID C. BAUDO No. 011137 4/" /1 0 NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER A-3 TYPICAL ANTENNA MOUNT DETAILS L LOW 110111E PLATFORM ANTENNA MOUNTING PIPES FIELD CUT PIPE TO LENGTH CAP W/ GAILY. METAL CAP 10'-8' UGHTNEIGHT LOW PROFILE PLATFORM INCLUDING NINE 84' ANTENNA MOUNTING PIPES PROD PART No. 601496 MINIMUM OF IER OR nao IN ANY \pRVE\\TOW BE BELOW' �� &p�TO E �L9rs� t. ME aEVpiR)N NII LI—I OP TIE 11 NTEntN EFWL BE W gccaR/ONKE WRH THC Fu+pl Fa REPCIIi E . EFNNIEBS 6TEEL O A PPE. NTiE PRE EJETINOR BE MT—EDT AT ME HRENIN NWNi ENO. NE PAPE SW BE .1 111 PEPPERFD LEH9M (WWYUN OF 10 NKN6) A HNm OR ROTwRr PIPE —M"T %A5011RE L IHS NOIGWA CVT. SHeLL Noi BE VEE.. ME M PIPE ENO SF4LL BE —RE ,µ.CEN TO E- pONNBT TIE AEOPPENE -ET ARALNEO m NE NVIFI+NA MOUM. IN ORDER DRQ RNi TE I— —ERNA R NO Rn SUCH Tut n IS —LIN x OEGPPFS OF VERTCN. Nlo TIE BASE OF - I x• coxourt Fav aowm xWF DED LB) x• SPPRE CONCUR ]/1• L.. POM''.. E (IHREA0E0 LB) CONOUT FOR GROLNOINO (ITP.) 2• GOxOUrt REDUCED 40� CABINET uTreRy IO 3/4' CONDOR W/ �a � 40' SHEEP CONNECTOR (POR TELCO) 0• NOR: 2• POWER —E UpR 1E—T1 BE f0 P R 'SNOUT �RB41D[D NOR L9 i0 x• PoWm CONWIT��\ I.�Ef, ONE PER Le. FROM NflFH UNIT I h 1�\ H x• —0 CONWIT TO BTS UNIT AND T— E—UR FROM M. DENARC TYPICAL 4.0 MODCELL EQUIPMENT PAD LAYOUT DETAIL F UIT FOR POWER 4'-6• (TIREFDED LB V BPME ONWI }/A• VOUID TONT FUO..R (11WEAOEO LB) CONDRR POR GROUNDING (ttPJ x• CONDUIT REDUCE.GPOld1Ri B1TIFJTF AS SWEEP COXNECTOP 7 � (FOR MO.) E' NOTE: E• POWER CONCUR 6' OF VOURNE EWLI 9E TO POWERHWEE PRCNDEO FOR LB N 2' POWER CIXIDUR C>HIN.' ONE PER LB. FRON METER UmI I A I TV Tr AT rnk4PArT R ADTe PnTTTPMRNT PAIL T.AVnTTTT1P.TAIT. 2' TELEO coxourt TO Bis UNIT AND E' Taco CON— — FROM moo MARC I 3 SHENiEL SHENANDOAHMOBMECOMIA 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dyna Limited TELECOMMUNICATIONS SERVICES 7134 BTookW..d Drive Bi.okfi.K OH 44403 Phone: 330.445-4334 Fez: 330-448-4337 —1dy'W'A m PROT. NO.: 7488 ORAWNBY: ML. CHECKED BY: D.0 H. SUBMITTALS 3 4/12/10 RECLINE R—IONS 2 11/23/09 RECLINE COHNENTB f 11/06/09 RECLINE CONNI14% 0 10/01/09 IS v FOR REvIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE, USE OR DISCLOSURE OTHE THAT WHICH REL T TO NAME IS ST U DAVID C. BAUD. No. 0111187 4�z i NORTH ARMEL 532-C 2039 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-4 #2 BARE TINNED COPPER WIRE CE BRIDGE 2" TELCO CONDUIT —/— `"2" A.C. CONDUIT NOT USED 12 I TYPICAL ICE BRIDGE LAYOUT DETAIL I I 1 (L ACCESS ROAD FINISH GRADE I(+---fi'-0'--►{�--6'-0" (TYR.)1 I I ,— EXISTING GRADE TOP SOIL AND SEED EXISITNG GRACE 1 25% EXISITNG GRADE 6" LAYER OF 3/4" CRUSHED ROCK (TO 959 MAX, DENSITY) 12" COMPACTED SUB—BASE MIN.(TO 959 MAX. DENSITY) OR CONTRACTOR TO FABRIC TERRATEX OR EXCAVATE TILL THEY REACH SOLID APPROVED EQUAL FROM THERE. BUILDINGND START (VVERIFY DEPTHW/C.M.) TYPICAL 0 GRAI)E GRAVELACCESS ROAD: 3 �: SHENTEL SHENANOOANMOBMECOMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22524 (540) 984-E123 Dyna Limited TELECOMDAIMCATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 330.448.4334 Fax: 330.448.4337 www.dyoelld.wm PROJ. NO.: ]4B6 DBAWN BY: CHBCREO BY: DCB. SUBMITTALS 3 4/12110 REDLINE REVIEIDNe 2 11/25/09 REDLINE COMMENTS 1 11/05/09 REDLINE CO ,ENTS 0 10/01/09 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. USE OR DISCLOSURE OTHE THAT WHICHRELATES TO NAME IS STR * f c UP m NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-5 �IA 6" LAYER OF 3/4" CRUSHED ROCK (TO 95% MAX. DENSITY) COMNT AS SPECIFIED 12" COMPACTED SUB—BASE MIN.(TO 95% MAX. DENSITY) OR CONTRACTOR TO EXISITNG GRADE EXCAVATE TILL THEY REACH SOLD STRIP AS SPECIFIED FABRIC TERRATEX OR A(VERIFYND TART ppPROVED EQUAL FROM TSUB—GHERE DEPTH W/CM TYPICAL ROAD ENTRANCE SFCTION DETAI NOTE: PERTAINS TO FIRST 50' OF ACCESS DRIVE EXISITNG GRACE 1 25% EXISITNG GRADE 6" LAYER OF 3/4" CRUSHED ROCK (TO 959 MAX, DENSITY) 12" COMPACTED SUB—BASE MIN.(TO 959 MAX. DENSITY) OR CONTRACTOR TO FABRIC TERRATEX OR EXCAVATE TILL THEY REACH SOLID APPROVED EQUAL FROM THERE. BUILDINGND START (VVERIFY DEPTHW/C.M.) TYPICAL 0 GRAI)E GRAVELACCESS ROAD: 3 �: SHENTEL SHENANOOANMOBMECOMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22524 (540) 984-E123 Dyna Limited TELECOMDAIMCATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 330.448.4334 Fax: 330.448.4337 www.dyoelld.wm PROJ. NO.: ]4B6 DBAWN BY: CHBCREO BY: DCB. SUBMITTALS 3 4/12110 REDLINE REVIEIDNe 2 11/25/09 REDLINE COMMENTS 1 11/05/09 REDLINE CO ,ENTS 0 10/01/09 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. USE OR DISCLOSURE OTHE THAT WHICHRELATES TO NAME IS STR * f c UP m NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-5 TOWER MOUNTED GROUND BAR 2" AC CONDUIT 2' T1/EI CONDUIT (FOR TI/EI AND USER ALARM CABLES) NOTE: CONTRACTOR SHALL PROVIDE B- OF LIQUITITE FOR LS TO CABINET CONNECTIONS, LB TO BE METALLIC, THREADED. EQUIPMENT END OF LIQUITITE SHALL HAVE 2' STRAIGHT CONNECTION, TOWER MOUNTED GROUND BAR °'SHENTEt sHENANDoax Moerte coBmam 500 SHENTEL WAY P.O. BOX 451 EDINBURG, VA 22824 (540) 9845123 Dyna Limited TELECOMMUNICATIONS SERVICES 7134 Brookwood Drive Brookfield Ox 44403 Phone: 330.4484334 Fax; 3304484337 www.dpaltd.com PR01. NO., 7488 DRAWN BY: A1C. CFD!CKP.D BY, D, C.B. SUBMITTALS 4/12/10 Redone ReOkns J1 2 11/23/09 Peer -Comments 1 11/05/09 Redline Comments 0 10/01/09 Reued lar Review / THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. A' OR DISCLOSURE OTHER THA WHICH RELATES TO CLIENT N. Dwlnc. nano NO. 011187 2" AC CONDUIT q(2r.�„yy.CC NORTH ARMEL Tl/El 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: RADIO CABINET DETAILS SHEET NUMBER: A-6 3' MAUN GATE IF NEEDED TYPICAL FENCING DETAIL, DOUBLE -SWING GATE DETAIL 1 :5 GENERAL NOTES: i. INSTALL FENCING PER ASTM F-567 2. INSTALL SWING GATES PER ASTM F- 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED, 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALVANIZED (HOT DIP, ASTM A120 GRADE "A' STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END -CAPS, 6. USE GALVANIZED HOG -RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. B. MUSHROOM ANCHOR & PLUNGER REQUIRED FOR GATE. RFN('T n IJnTFS BALLOON REFERENCE NOTES: OI CORNER END OR PULL POST: 3' O.D. SCHEDULE 40 PIPE, O LINE POST: 2 112" NOMINAL SCHEDULE 40 PIPE, PER ASTM-FI083. LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10'-0" O.C. OTOP RAIL & BRACE RAI,: 1.5/VO.D, STANDARD ROUND PIPE, PER ASTM-FI083. OFABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM.A392, OTIE WIRE: 9 GA ALUMINUM. A SINGLE WRAP OF FABRIC TR AND AT TENSION WIRE BY HOO RINGS SPACED 12"O. C. POSTS/GATES AND 24" RAILSIWIRE, Ofi TENSION WIRE: 9 GA ALUhINUM O BARBED WIRE: DOUBLE STRAND 12-1/2'0,D. TWISTED WIRE TO MATCH WITH FABRIC, 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5' CENTERS. BO 3/16" X 3/4" (MIN) FULL HEIGHT STRETCHER BAR Og 3/8' DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD. 10 FENCE CORNER POST BRACE, 15/8' NOMINAL PIPE. I1 1" MAXIMUM CLEARANCE FROM FINISH GRADE, 12 FENCE POST FOUNDATION TO BE 1" FINISH ABOVE FINISHED GRADE l3 6" CONTACTED BASE MATERIAL 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL, IS WELDED GATE FRAME :2"O.D., SCHEDULE 40 PIPE, PER ASTM-FIO83. Ifi GATE POST 4"O,D., SCHEDULE 40 PIPE, PER AS7M.FIOS3. 17 GATE FRAME BRACE RAI,: 1 I/2" NOMINAL PIPE, PER ASTM-FI083. 18 DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. 19 STYMIE LOCK MULTI -TENANT LOCKING DEVICE (1-5' SLIDE BAR AND 3 SLEEVES) 20 GEOTEXTI.E FABRIC 21 CONCRETE FOUNDATION (MIN 3000 PSI), MINIMUM DEPTH: fi" BELOW FROST LINE 22 IW X 12" SHENTEL SITE INFORMATION SIGN. CAOWELD /2 AWC BCW IN FLEX CI } _ y CARIE TO CABLE VEROCPL POST cADWELD cOHNRENTED VERTICAL POST NOT CONNECTED TO RING NOTE.. 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND "'DIN EVERY IGD FOOT STRAIGHT RUN OF FENCE. 2, HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 3, BOND EACH HORIZONTAL POLE / BRACE TO E CH OTHER .0 TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING 4. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT N2 AWG SOW IN FLEX CONDUIT -+ CABLE TO CABLE �-. 82 AWC BCW IN FLEX CONDUIT CADWRING GROUND#2 AWG BCW (MIN IS- BELOW ROUGH GRADE) NOTE: I. THE 12 AND. BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE. 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE {14/0 AWG WELDING CABLE OR FLEXILE COPPER B" 10 SURNOY TYPE 8 WITH SLEEVES ON EACH ENO DESIGNED FOR EXOTHERMIC WELDING. 4. CATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN WE IS FULLY OPEN IN EITHER DIRECTION, 5, GATE POST GROUND WHEN AND GATE JUMPERS TO BE IN FLEX CONDUIT, 4 1 CiATF A, FFNCF (-4R()TTNT)TN(i T)FTATT.R d' 'SHENTEL 9HENANpOAN MOBD.E COMPAn7 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 964-5123 Dyna Limited TELECOMMUNICATIONS SERVICES 7134 &Ookwood Drive Brookfield, OH 44403 Phone. 330-448-0334 I.: 330.446.4337 www.d,,nA. eem PRD! ND: 7499 DRAWNBY: ML, CBECREDBY: SUBMITTALS 3 4/12/10 RELINE REVISIONS 2 11/23/09 REDLINE COMMENTS I 11/05/09 RELINE C.—NTS 0 10/01/09 ISSVEO FOR REvIEw THE INFORMATION CONTAINED IN No. ouls� 4 NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: FENCE DETAILS SHEET NUMBER A-7 ------------------------------------------------------------------------------------ FINISHED GRADE, AC OR TRENCH KSHENTEL CONG PAVING MATCH 2 BARE TINNED COPPER WIRE SLOPE AND THICKNESS A - Of EXISTING (EQUIPMENT GROUND RING) j/ SHENANDOAR MOSME COMPANY METALLIC WARNING TAPE 7i (TYPICAL FOR B) I " ,e 500 SHE TEL WAY TOWER BOTTOM I ° e + P.O. BOX 459 COAX CABLE GROUND BAR I •° • EDINBURG. VA 22624 p GROUND KR I • ° ° " ° (540) 984-5121 �R UNDISTURBED LOCATION OF GROUND I ° °' ° + ATTACHMENT SPEC. r N % 12" MIN. OF STONE 6 STRANDED TINNED WIRE TO INSTALLATION DUST SAND TO BE PUT A '• / 'lI1Tx j INTO TRENCH WHILE TOWER TOP GROUND BAR Nl I�FD�OPPE 1 BACKFIWNG (VERIFY • + ' / W/C.M.) Dyna Limited COMPACTED BACKFILL PER I SPECIFICATION EARTHWORK y OR LEAN CONCRETE (TYP.) �6 STRANDED TINNED WIRE • ' + TELEC044A(JNTCATIONS SERVICES ELECTRICAL CONDUIT (MIN. TELCO CONDUIT (MIN. 3" I ° I 7134 Brookwood Drive 3" PVC SCH 40) WHERE PVC SCH 40) WHEREEL) COPPER WIRE #2 BARE_TIND�O P' ° Bro9k6e140A 44403 APPLICABLE APPLICABLE (GREEN THWN INSULATION) IR I —____ + 1 r--------- i 6" MIN. g$.,,BABE TINNED COP�EfiWIgF_ i I n Phone: 330-448.4334 TYR— — — — —1 I I Fwww3da dtd.com7 IPj TINN COPP R WIRE, I FUTURE 1'• V RADIO NOTf TO CONTRACTOR, I I BATTERY �° POWER CABINET #2 BARE TINNEQ-CQPPER WIRE_ _ 1 ,I CABINET I• CABINET I PRO1. N0.: ]499 INSTALL PULL BOXES ON RUNS EXCEEDING (4) BO- BENDS PER NEC I I (`• ° " STANDARDS. I I I �#LBARE TINN DROPPER IR ., i i'' - + I M.L. ' L____ . DRAWNBY CONDUIT SEPARATION TO BE VERIFIED WITH LOCAL UTILITY CO. z 7I '' --------"d WIRDCBCONTRACTOR TO INSTALL 0860 NYLON PULL STRING IN POWER ANO TELCOCONDUITS. rMETER DISCONNECT GROUNDINGICEi SUBMITfAL•SSWITCH SYSTEM BRIDGE ANTENNA lOAl GROUND KIT (3 SECTORS) 3 TELCO(POWER UTILITY TRENCH DETAII, 2 GROUNDING DIAGRAM 4/12/10 R59LINE RPVIBIONB 1 z ures/o9 ReouNe C9MM6Nrs UTIUTY POLE T UTILITY POLE I WO5/09 REDLINE COMMENTS 70 10/01/09 IKS FOO REV - EXISTING POLE MOUNTED TRANSFORMER -- SEE NOTE 2 — METER BASE BY ELECTRIC CONTRACTOR_ METER BY UTILITY COMPANY (3) #3/0 AWG CU,_ 1—#6 OND, 3" C PVC PORTABLE GENERATOR RECEPTACLE 2" PVC CONDUIT UNDERGROUND FOR TELCO SERVICE W/ 2 METALLIC PULL WIRES FROM TELCO DEMARC CABINET ------------------------------------------- AC ENCLOSURE _ 200A 2 POLE 200 AMP, 120/240 VAC, 1 PHASE, 3 WIRE i C87 CB4 CBS CBS CE' 10A 60A GOA 20A 20A j 1 POLE 2 POLE POLE 1 POLE 1 POLE I O cy�p 12 PPC AC SURGE TOWER GFI TO ELCO PROTECTION LIGHT RECEPT FLOODLIGHT FAN TSS CONTROLLER IN PPC CABINET NOTES. 1 FINAL WIRING SIZES TO BE DETERMINED BY LUCENT POWER CABINET REQUIREMENTS, 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND POWER UTILITY COMPANY ALL REQUIREMENTS FOR SERVICE. PROVIDE ALL TRENCHING, CONDUITS, WIRE, ETC. FOR A 400A, 120/240V 1 -PH ELECTRIC SERVICE. A!•T D ATTh OTI.tlST Z T TTrC lli AlSD AAd EXISTING POLE MOUNTED TRANSFORMER— SEE NOTE 2— METER BASE BY ELECTRIC CONTRACTOR_ METER BY UTILITY COMPANY (3) )13/0 AWG CU,_ 1-/16 OND, 3" C PVC PPC CABINET 2 POLE Bas `GBP Po� I(1 N#2 3 FOR LC. (1 ODA, 2" PVC CONDUIT UNDERGROUND FOR TELCO SERVICE W/ 2 METALLIC PULL WIRES FROM TELCO DEMARC CABINET ---------------------------------------- - AC ENCLOSURE j I 200A 2 POLE 200 AMP, 120/240 VAC, I PHASE 3 WIRE I i C83 �CB4 CBS CB6 CB7 110A 60A 60A 20A 20A I u 1 POLE 2 POLE 2 POLE 1 POLE 1 POLE I p AC SURGE TOWER GA TO :0 PROTECTION LIGHT RECEPT FLOODLIGHT J TVSS CONTROLLER IN PPC CABINET I TO TO RAOIO RADIO N CABINET CABINET _OTES� TO RADIO 1 FINAL WIRING SIZES TO BE DETERMINED BY LUCENT POWER CABINET REQUIREMENTS. CABINET 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND POWER UTILITY COMPANY ALL REQUIREMENTS FOR SERVICE. PROVIDE ALL TRENCHING, CONDUITS, WIRE. ETC, FOR A 400A, 120/240V 1 -PH ELECTRIC SERVICE. A d 0 MOnrPT T STNnT.P."T.TNR T)TArRAM 4ED IN No. 011187 4/('Z ARC.... a NORTH "'L 532-C RON 2839 FT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: GROUNDING & ELECTRICAL DETAILS SHEET NUMBER. E-1 3 73 LPROlOSED I' OR 1 I/4• cONOUIT TO VERZON WADTE NANOHOLE DISCONNECT BOX FROM PPC WITH FLUSH COVER Y P C FROM POWER UTUTY R" PVC TO PPC VERIZON UTILITY RISER DIAGRAM BACKBOARD - REAR VIEW BACKBOARD - FRONT IAEW PROPOSED 30•'30'x18' HOFFMAN BOX FOR TELCO, PART NUMBER:HOF CSD303018, BOx SHALL HAVE A HASP FOR A PADLOCK (INSTALL IF NECE85ARY) ANp A PIECE OF 1/2" PLY. TOFIT, INSTALLED INSoE b CABINET jt�0�0 cru CABINS Porn 3"CONDUIT FROM TELCO u¶LITY. BO' ELBOW AND RISER SHALL BE PVC SCH, BO (VERIFY MN LOCAL UPUTY Co.) LTIG UOUID HT FLEXIBLE CONDUIT (TYP.) NC)N-VRRT7nXT TTTTT TTV RTCIRR nTARR ATA CABINET NTLI RE BATTERY CABINET COMPACT e CELL CABINET " 3" CONDUIT FROM POWER DUTY. 90• ELBOW AND -RISER SHALL BE PVC SCH. BO (VERIFY WITH LOCAL U11UTY Co.) FINISHy, •y "'� ,�,.,v zf, a,�.a1�g ��. �,^•r�`.,.�,�di�> :�,r,, y r. 2" PVC i0 PPC BTS RADIO CABINET TT TY 3 MECHANICAL CONNECTION .;;.SHENTEL � SF{ENANDOAH MOBILE COA@ANy 5J0 SHENTEL WAY y F.O. 8 0X L59 GROUND RING ECINBURG, V4 22824 y' II2 AWG BCTW (540) 984-5123 GROUND R00 COPPERWELD 5/6'0x10'-0" LONG 1,11 ro Dyna Limited GROUND ROD DETAII, TELECOMMUNICATIONS'SERVICES 1 �. MI6 AWG FROM 7134 Brookwood Drive ANTENNA CABLE Brookfield, OH 44403 GROUND KIT I" Fac: 3Phone:330.44814334 330.448.4337 MECHANICAL TYPE www.dyosltd.eam CONNECTION PROS NO.: 7488 GROUND BAR ON WALL OR DRAWN Sr. M.L. ON ANTENNA TOWER O O QO O O O Ca O ctmcam eY: D.GB. 0000000 O Oco, 0 00p p Op SUBMITTALS "AFGHAN ICAL TYPE CONNECTION TO BE USED WITH #4 STRANDED COPPER WIRE (GREEN THWN INSULATION TO 3 6/12/10 REDLINE REVISIONS 4 BUILDING OR 2 11/23/09 REDLINE COMMENTS GROUND RING CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS 11/05/09 REDLINE COMMENTS D 10/01/09 ISSUEO FOR REVIEW TOP OF TWR. GROUND BAR DETAIL 2 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IF PROPRIETARY BY NATURE, USE OR DISCLOSURE OTHEI NAME ISHSH R T 0 L. U , 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP i SGT• COLLECTOR GROUND BAR L DAVID C. BAUDO GROUND BAR No. 011187 I 112 O° ° O O ° NORTH ARMEL 532-C 2039 FRONT ROYAL PIKE WINCHESTER, VA 22602 TWO HOLE LUG TO BE USED I WITH ;#2 BARE BE SHEET TITLE: COPPER WIRE TO GROUND RING GROUNDING & UTILITY DETAILS SHEET NUMBER: E-2 5 I PtnTTnm TIP TWR C;RC)TTNITI BAR T)FTATT, 5 &LI 4.0 CELL CABINET POWER FUTURE 13 (3 ®0 CABINET B CABINET (D0 COMPACT CELL CABINET 3' CONDUIT FROM Yp I Q00� RISER SHALL LB PVC RISERU,LTYS 90'HAL ELBOW PVC SCH. BO (VERIFY WITH • o LOCAL UTILITY CO.) A • BTS 2RA0" P10VC CTOABPPC INETI LPROlOSED I' OR 1 I/4• cONOUIT TO VERZON WADTE NANOHOLE DISCONNECT BOX FROM PPC WITH FLUSH COVER Y P C FROM POWER UTUTY R" PVC TO PPC VERIZON UTILITY RISER DIAGRAM BACKBOARD - REAR VIEW BACKBOARD - FRONT IAEW PROPOSED 30•'30'x18' HOFFMAN BOX FOR TELCO, PART NUMBER:HOF CSD303018, BOx SHALL HAVE A HASP FOR A PADLOCK (INSTALL IF NECE85ARY) ANp A PIECE OF 1/2" PLY. TOFIT, INSTALLED INSoE b CABINET jt�0�0 cru CABINS Porn 3"CONDUIT FROM TELCO u¶LITY. BO' ELBOW AND RISER SHALL BE PVC SCH, BO (VERIFY MN LOCAL UPUTY Co.) LTIG UOUID HT FLEXIBLE CONDUIT (TYP.) NC)N-VRRT7nXT TTTTT TTV RTCIRR nTARR ATA CABINET NTLI RE BATTERY CABINET COMPACT e CELL CABINET " 3" CONDUIT FROM POWER DUTY. 90• ELBOW AND -RISER SHALL BE PVC SCH. BO (VERIFY WITH LOCAL U11UTY Co.) FINISHy, •y "'� ,�,.,v zf, a,�.a1�g ��. �,^•r�`.,.�,�di�> :�,r,, y r. 2" PVC i0 PPC BTS RADIO CABINET TT TY 3 MECHANICAL CONNECTION .;;.SHENTEL � SF{ENANDOAH MOBILE COA@ANy 5J0 SHENTEL WAY y F.O. 8 0X L59 GROUND RING ECINBURG, V4 22824 y' II2 AWG BCTW (540) 984-5123 GROUND R00 COPPERWELD 5/6'0x10'-0" LONG 1,11 ro Dyna Limited GROUND ROD DETAII, TELECOMMUNICATIONS'SERVICES 1 �. MI6 AWG FROM 7134 Brookwood Drive ANTENNA CABLE Brookfield, OH 44403 GROUND KIT I" Fac: 3Phone:330.44814334 330.448.4337 MECHANICAL TYPE www.dyosltd.eam CONNECTION PROS NO.: 7488 GROUND BAR ON WALL OR DRAWN Sr. M.L. ON ANTENNA TOWER O O QO O O O Ca O ctmcam eY: D.GB. 0000000 O Oco, 0 00p p Op SUBMITTALS "AFGHAN ICAL TYPE CONNECTION TO BE USED WITH #4 STRANDED COPPER WIRE (GREEN THWN INSULATION TO 3 6/12/10 REDLINE REVISIONS 4 BUILDING OR 2 11/23/09 REDLINE COMMENTS GROUND RING CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS 11/05/09 REDLINE COMMENTS D 10/01/09 ISSUEO FOR REVIEW TOP OF TWR. GROUND BAR DETAIL 2 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IF PROPRIETARY BY NATURE, USE OR DISCLOSURE OTHEI NAME ISHSH R T 0 L. U , 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP i SGT• COLLECTOR GROUND BAR L DAVID C. BAUDO GROUND BAR No. 011187 I 112 O° ° O O ° NORTH ARMEL 532-C 2039 FRONT ROYAL PIKE WINCHESTER, VA 22602 TWO HOLE LUG TO BE USED I WITH ;#2 BARE BE SHEET TITLE: COPPER WIRE TO GROUND RING GROUNDING & UTILITY DETAILS SHEET NUMBER: E-2 5 I PtnTTnm TIP TWR C;RC)TTNITI BAR T)FTATT, 5 B" DIA. x 24" DEEP FROM PNTENNA INSPECTION WELL P.V.C. p2 AWC SOUD TINNED COPPER BOIL PIPE WITH CAP EQUIVAT LENCRHED 5 2 p FWlRE4.TEllUSOOPOR :":IONENS EXISTING GRADE — •� NE OR rEOUAL 11- TEST WELL TO I WOO INWIREOF TOP OF GROUND w I 1=1 11-=..1111111—, III T1- s I,�111 I %1.1-111 II m- 0 oS o �— #2 SOL TINNED COPPER CADWELD (TYP.) #2 AWG SOLID TINNED COPPER WIRE CADWELD 5/6" DIA. x 10' LONG CONNECTION (TYPE—GT) TO COPPER CLAD GROUND ROD GROUND ROD CADWELD NOT USED 3 1 GROUND TEST WELL DETAIL PROPOSED PROPOSED LIGHTNING ROD ANTENNA (TYR) 4/0 STRANDED COPPER WIRE `COAX JUMPER FROM PNTENNA TO ANTENNAS GROUND KIT NOTE: 5 2 p r(_' TX X DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGSE. UIRED ONLY 3/4' Q 7/16' o o 2" ° o lU /4"0 ANDPER LARGER (TYp;EN WEATHERPROOFING o D TO o NIT, CABLEWAVE (TYPJ TANDARD 3 �o ° o},D CABLEWAVE CONNECT CABLEWAVE 1 WEATHERPROOFING KIT MP.) GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO LEGEND CABLE TRAY (TYP.) 1— COPPER GROUND BAR, Y."X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION, 2— INSULATORS. 3— 5/8" LOCKWASHERS, I#6 AWG 4— WALL MOUNTING BRACKET, 5— 5/8-11 X 1" H.H.C.S.BOLTS. GER BUSS BAR MOUNTED NEAR/BELOW ANTENNA PROPOSED PROPOSED LIGHTNING ROD ANTENNA (TYR) 4/0 STRANDED COPPER WIRE `COAX JUMPER (GREEN THWN INSULATED) TO ANTENNAS GROUND KIT COAX CABLE —GROUND BAR 4/0 STRANDED COPPER WIRE (GREEN INSULATION) TO TOWERR 8070M GROUND BAR 4/0 STRPNDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER STEEL ANTENNA GROUNDING DETAIL ) -ASHENTEL SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22624 (S40) 904-5123 Dyna Limited TELECOBBvIUNICATTONS SERVICES 7134 Brookwood Drive Bra9k6eld, OH 44403 Phone: 330-441,4334 Pax; 3304484337 wwW.dyaA'Ij, m PROT NO.: 7466 DRAWN BY: .V.4 CHECKED BY: DC.B. SUBMITTALS 3 4/12/10 REDLINE REvlslorvs 2 11/23/09 REDLINE D9NMENT$ 11/05/09 REDLINE COMMENTS 0 10/01/09 ISSDED POR REVIEW FORMA THE INF CONTAINED IN THIS SET OF DOCUMENTS I` PROPRIEBY NATURE. USE OR DITARY DISC URE OTHE, THAT WHICH RELATES TO L_ NAME IS ST I PTED. eNwfl OF Lf . DAVID C. BAUDO No. 011187 4117 /10 '-lRc"m6N""" NORTH ARMEL 532-C 2839 FRONT ROYAL PIKE WINCHESTER, VA 22602 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-3 9 B / I � 2 I I 5� I I I 7 1 I I 3 I 4 ` \ I \1 70 � I \` I I � �I 5 �) 11 NOTE: OSESN�NDING PLAN 11"ACTUAL ROUNGINCSDES GNTRAT N TO EO Y.PROVIDED J BY VENDOR PRIOR TO CONSTRUCTION. / yr TYPICAL EQUIPMENT GROUNDING DETAIL ELECTRICAL,MIBOLS ® GROUND TEST WELL WITH GROUND BR ABBREVIATIONS ® GROUND ROD WITH ACCESS AWG AMERICAN WIRE GAUGE e KIT GROUND ROD SCTW BARE COPPER TINNED WIRE ® GROUND ROD GPS GLOBAL POSITIONING SYSTEM es%Z`�ii'iC� PCS PERSONAL COMMUNICATION SYSTEM (� DISCONNECT SWITCH PPC SFtpNANDO,i,RraMOeBIiLE:[�OF�CANy�.r POWER PROTECTION CABINET ® METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINET 500 SHENTEL WAY RAY RACEWAY P.0. 00X 159 CIRCUIT BREAKER TYP. 'TYPICAL RCS RIGID GALVANIZED STEEL GE GENERATOR EDINBURG, VA 22824 (510) 984-5123 EMT ELECTRICAL METALLIC TUBING DING A MECHANICAL TYPE CONNECTION DWG DRAWING INTERIOR GROUND RING (HALO) 0. CAOWELD TYPE CONNECTION ACCA ANTENNA CABLE COVER ASSEMBLY MIGB MASTER ISOLATED GROUND BAR ---- GROUNDING WIRE CIBCE COAX ISOLATED GROUND BR EXTERNAL STS BASE TRANSMISSION SYSTEM y Dyna Lg�teN11 —'OT -- CB INTERLOCKING MECHANISM GEN GENERATOR CR GROWTH KEYED NOTES: SICW STRANDED INSULATED COPPER WIRE TELECO-MMCATTONS SERVICES 1O PROPOSED GROUND RING O PROPOSED TOWER GROUND RING 7134 Brookwood Drive B-1,&Id, OH 44403 0 $2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING, Pb9 330-448-4334 FSK:330-4483337 (FOR LOCATIONS SEE DETAIL ON SHEET A-4) www,dynnlyd.com �} INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. ® 5/8' COPPER CLAD GROUND R00, MAX SPACING: lO'-0' O.C. PROI. NO.: 88 O 02 AWG COPPER GROUND WIRE, USE CADWELD TYPE CONNECTION TO ICE BRIDGE POST. DRAWN BY. M.L, © 02 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH CHECKED BY; TINNED SOLID COPPER CONDUCTOR D.C.H. O 1/4' X 4' X 20' TINNED COPPER EQUIPMENT GROUND BAR. SUBMITTALS O 1/4" X 4' X 20' TINNED COPPER (UPPER) TOWER GROUND BAR. O 1/4.X4' X 20' TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. 10 ¢6 AWC SOLID BARE COPPER TINNED WIRE TO FENCE CORNER POSTS (4 TYPICAL) 3 4/12/10 RELINE REVISIW 9 17 GATE JUMPER (SEE E-4 FOR DETAILS) 2 II/23/09 REUNE COn .. 12 p2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) 11/05/09 REDLINE CON — 13 TEST WELL WITH GROUND BAR (2 TYPICAL) 0 l0/01/09 11— roE REVIEW NOTES: THE INFORMATION CONTAll"�.NTN 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT THIS SET OF DOCUMENTS PROPRIETARY BY NATURE GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST UNE, WHICHEVER IS DEEPER. USE OR DISCLOSURE OTHLTHAT WHICH RELATES TO 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. Lu NAME IS STRICT Y HIBITED. 3. ALL GROUND WIRE SHALL BE p2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE. LTH (yin 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TOC WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED IE-I�(+ ``�P OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING NTH FOUNDATION AND UNDERGROUND CONDUIT. ' .-.�• ��' 6. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE GROUND RING WITH y2 AWC INSULATED STRANDED COPPER WIRE. 'DAVID C. BP.Ut7O SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. NO. 011187 7. ANTENNA GROUND ITSSHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR. 6. KOPR-SHIELD ANTI -OXIDATION /l e COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED U71UTIZING THE PROPER CONNECTION/TOOL AND MATERIALS FOR THE PARTICULAR APPLICATION. A� vjr .7t 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. AC1 77771111::::✓✓✓✓____ HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8' DIAMETER AND SHALL BE STAINLESS STEEL. NORTH ARMEL 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A 'CHOKE" POINT. 532-C 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO 140T COMPLETELY SURROUND THE GROUNDING CONOUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 2839 FRONT ROYAL PIKE 13. STANDARD BUSBANS (CIGBE AND MIGB) SHALL BE FURNISHED WINCHESTER, VA 22602 AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. THE 74 CONNECTING GROUNDINGO CONNECTION TO CONDUCTOR FROM THEE POWER AG BE LMADE BY SECTIONS OF THE PPC EBAR SHEET TITLE; OUNDNRIN0 TOO THE FACTORY FURNISHED BUSINEACH COMPARTMENT, GROUNDING PLAN 15. ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TTE FLEXIBLE CONDUIT, WITH THE EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS & DETAILS BAR WHICH WILL BE IN RIGID PVC I6. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN TO CONCRETE PAD. SHEET NUMBER: E-4 GENERAL NOTES I. CONTRACTOR WILL PROVIOE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY ECUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL HE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY SHENTEL. 2. HE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS, SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBUC AND MUNICIPAL AUHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES, 3. ALL MATERIALS SUPPLIED BY HE OWNER, OWNER'S REPRESENTATIVE, AND HE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS. 4. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO HE BID SUBMITTAL AND FAMILIARIZE HIMSELF/ HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT, THIS WILL BE PERFORMED AT HE CONTRACTOR'S EXPENSE. 5. THE THE SCOPE OF WORKS EXACT DMENSSPECIFICATIONS ARE A ON5AND LO ATIONS GENERAL CH RECTIVE CEOIN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO HE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS, DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE NH THE INTENT OF THESE DOCUMENTS. 6. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIALS WILL BE RETURNED TO THE OWNER'S REPRESENTATIVE AND DELIVERED TO THE WAREHOUSING FACIUTY PER THE DIRECTION OF HE OWNER'S REPRESENTATIVE. 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) HAS BEEN ISSUED AND A PRE -CONSTRUCTION MEETING AT THE SITE HAS TAKEN PLACE. '.ALL WORK AND MATERIA LS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN ONE-YEAR WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM THE OWNER. 9. THE CONTRACTOR SHALL HAVE A DESIGNATED MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED, A SUB -CONTRACTOR IS NOT DEFINED AS A DESIGNATED MANAGER. SUCCESSFUL10 THE CONTRACTOR SUB ONTRACTORS WIHADDRESSESH CELL SCHEDULE PHONE NUMBERSANDIHOME PHONE NUMBCERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF AN NTP. 'LATHE CONTRACTOR IS TO KEEP A COMPLETE AND UP TO DATE SET OF HE DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON HE SITE AT ALL TIMES. HIS IS WILL BE REFERENCED AS HE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. H15 IS IN ADDITION TO THE PERMIT SET. 12. A NEW ANO CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR HE COMPLETION OF HE PROJL'CT TO BE USED TO TRANSFER HE INFORMATION FROM HE FIELD COPY OF AS -BUILD DRAWINGS i0 HE NEW COPY. THIS NEEDS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE YAH THE CLOSE OUT DOCUMENTS. 13 ASSIGNSANY R AND ANY AND ALL ART NOT TO USE EI%STI NCE POWER OR �AMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. HE CONTRACTOR I5 RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO THE OWNER'S REPRESENTATIVE IS REWIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF HE INSPECTION OR TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO THE OWNER'S REPRESENTATIVE OF THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE HESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S. RECOMMENDATIONS ANO IN A MANNER THAT WILL NOT VOID HE WARRANTY ON ANY ITEM, IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT THEIR EXPENSE. 16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT, 17. HE CONTRACTOR IS RESPONSIBLE TO MAINTAIN HE PRESENT CONDITION OF ANY EX BUILDINGS, LANDSCAPING, FENCING. EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, HE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 16. THE CONTRACTOR IS TO PROVIDE PORTABLE TOILET FACILITIES FOR DURATION OF THE CONSTRUCTION PROCESS. TOILET IS TORE REMOVED FOM SITE WITHIN FIVE BUSINESS DAYS OF COMPLETION OF CONSTRUCIION. SITE WORK 1. THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD CLEARING AND REMOVING A MINIMUM OF 6" TO ACHIEVE A STABLE SUB -BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR HE SITE AND ACCESS ROAD. HE GRUBBING SHALL BE REMOVED FROM HE SITE AND NOT REUSED IN ANY PART OF HIS PROJECT. 2. IT IS HE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL HE LOCAL LOCATING AUHORMES TO VERIFY THE LOCATION OF ANY UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN THE ENTIRE PROJECT AREA. HE CONTRACTOR SHALL PLACE HESE ITEMS ON HE AS -BUILD DRAWINGS. 3. IF LANDSCAPING IS REQUIRED, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD TO THE OWNER'S REPRESENTATIVE. IF A LANDSCAPE ALLOWANCE IS INCLUDED, PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD, 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES AND IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD, IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 6. ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FORM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 7. ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI-500X, OR EQUAL. 8. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES AND BE AN EPA REGISTERED LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN, THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO THE OWNER'S REPRESENTATIVE. 9. GRAVEL FILL SHALL BE WELL GRADED HARD DURABLE, NATURAL. SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD, RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. SIEVE NO. R PASSING BY WEIGHT 400 /2" 50-55 '4 40-75 '10 30-60 '100 5. 30 20 '200 a -e 10. ALL FILL DIRT SHALL BE CERN AND NATURAL, FREE FROM ANY DELETERIOUS MATERIALS, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED . D, OWNER'S REPRESENTATIVE WITHIN 24 HOURS FROM THE DELIVERY, 11. ALL TRENCHES SHALL HAVE A SIX-INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS AND THEN ANOTHER 12" OF CLEAN SAND FILL ON TOP OF HE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPACTABLE FILL PLACED IN MAXIMUM LIFTS OF S" AND MECHANICALLY COMPACTED TO A DENSITY OF 95X METALLIC WARNING TAPE SHALL BE PLACED AT 12" BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. "'ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S FOOT VIBRATORY ROLLER WEIGHTING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER DRIVEN HAND HELD TAMPER, ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 95X 13. ANY FILL OR STONE WILL BE PLACED IN MAXIMUM B" LIFTS PRIOR TO COMPACTING. 14. FINISH GRADE, INCLUDING TOPSURFACE COURSE, SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1, ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, AND WHEREVER INDICATED ON PLANS. 16. SEED FERTILIZER, ANO SEAS GES.TRAW COVEGE.R SHALL BE APPLIED TO ALL OTHER RIPRAPPEDDISTURBED AREED AND HERTWZEIRASHALLNBESAPPL 'ALEEDNIO FURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT HE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 17. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH Of THE SEEDED ANO LANDSCAPED AREAS BY WATERING, STRAW. MULCH NET AND ANY OHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWN BY THE TIME OF THE COMPLETION OF HE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL ER090N, STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. 19. IT IS HE CONTRACTOR'S RESPONSIBILITY TO SUPPLY ON-SITE RESTROOM FACILITES FOR THE DURATION OF CONSTRUCTION PROGRESS. CONCRETE� 1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI STANDARDS AND 15 THE RESPONSIBILITY TO INSURE THAT ALLUSTANDAROS TARE MET AND BE AB ESTO PRODUCE HE VERIFICATION OF THESE ITEMS UPON REQUEST. 2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AND HE TESTING LABORATORY AND INFORM HE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF HE INSPECTION OR TEST. HE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENTTEMPE, AKENRATURE, AND DURNG EACHTEST POUR OR FORS EACHERS. A T50AL OF YARDS FIVE HE IPOURSSHALL IS OVER 050 YARDS. THE FIRST CYLINDER WILL BE BROKEN AT 3-1/2 DAYS, A SECOND AT 7 DAYS, A THIRD AT 14 DAYS AND A FOURTH AT 28 -DAYS. E LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF NECESSARY. 3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28 -DAY STRENGTH OF 4,000 PSI AND A SLUMP OF 5" MAXIMUM WITH HE MIXTURE PROPORTIONS MEETING THE ASTM AND ACI REQUIREMENTS. ALL ADMIXTURES AND MATERIALS USED FOR THE CONCRETE MIXTURE SHALL ALSO CONFORM TO THE PROPER ASTM REQUIREMENTS. 4. THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPLIER TO HAVE AN APPROVED PLASTICIZER ON HE TRUCK TO AID IN THE POURING AND PLACING OF PIERS AND FOUNDATIONS. 5. AIR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO FREEZING TEMPERATURES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS, SIZES, AND PROPER ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY. 7. THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS. ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH DOWELS AT 18" 0/C WITH A MINIMUM 6" EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE. 8. ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS, 9. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS; PREMATURE DRYING AND MECHANICAL INJURY IN INSURE PROPER CURING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR GAPS, METALS: 1. ALL LABOR, MATERIALS, FABRICATION AND WORKMANSHIP SHALL CONFORM TO CODES AND STANDARDS OF ASTM AN AWS. 2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER, THE CONTRACTOR SHALL SUBMIT A COPY OF THE CERTIFICATION TO THE OWNER'S REPRESENTATIVE. 3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED, ANTENNAS AND CABLES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM HE WAREHOUSE, 2. IN S TALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO MANUFACTURER'S RECOMMENDATIONS. 3. TOWER TECHNICIANS MUST BE CURRENT CABLEWAVE CERTIFIED FOR CABLE CONNECTOR INSTALLATIONS. 4. THE CONTRACTOR SHALL PERFORM THE SWEEP TESTING WIH A WILTRON METAL 330 OR EQUAL AND PROVIDE TWO COPIES TO THE OWNER'S REPRESENTATIVE. THE REQUIREMENTS FOR HE TESTING RESULTS SHALL BE BASED ON SPRINT PCS GUIDELINES AND MUST BE STRICTLY ADHERED T0. 5. THE CONTRACTOR SHALL REPLACE, AT THEIR EXPENSE, ANY CABLES, CONNECTORS, JUMPERS. PHASERS, AND ANY OTHPIECE OF MATE ALER ITEMS OR MATERIALS THAT THEY DAMAGE, IF A OWNER WILL REPLACE ITBUTTHE CONTRACTOR S RESPONS8LEEQUIPMENT TO REINSTALL IS FOUND, ET AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR SWEEP ALL ITEMS PRIOR TO INSTALLATION. 6. THE FOLLOWING TABLE WILL BE USED TO DETERMINE THE MINIMUM -BENDING RADIUS OF EACH CABLE: ANTENNA TRANSMISSION LINE BENDING RADII DIAM. OF CABLE LDF' RADIUS 1/2 2 7-1/2" 7/8 5 15" 1-5/8 7 30" 2-1/4 12 36" 5i@iJANDOAH MOBILE COMPCOW ANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG. VA 22824 (540) 964-5121 Dyna, Limited TELECOMB.TUNICATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phonc: 330-4484334 F.: 330-4484337 -dyoaltd,A.. l PR01. NO.: TYBB 1111 DRAWN eY: ML, CHECI03D BY: D.C� SUBMITTALS 3 L/12/10 REOLINE REVISI015 2 11/21/09 REOIINE COMMENTS I 11/05/09 REDLINE COMMENTS 0 10/01/09 ISSUED Fan REVIEW 1=.-11i q, 0Ad16 C. P -A100 NO. 011187 =1 ,/I '. - �ncmv-zl_,, NORTH ARMEL 532-C 2039 FRONT ROYAL PIKE WINCHESTER, VA 22fi02 SHEET TITLE: GENERAL NOTES SHEET NUMBER GI,d-1 7, THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT, ORDERLY AND STRAIT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY, ELECTRICAL' 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FTUNG, AND FEES IN CONJUNCTION WITH THE PROJECT. 2. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM THE OWNER'S REPRESENTATIVE 24 -HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS 1YTLL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITHIN 24 -HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 3. ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES. RULES. REGULATIONS, AND STANDARDS. 4. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL. 5. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 6. THOROUGHLY TEST ALL UNES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 7. CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR NON-METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3 FEET OF ALL JUNCTION BOXES AND AT 8 -FOOT INTERVALS OR LESS AS NEEDED WITH APPROVED ANCHORING DEVICES. e. ALL VIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS, USE PROPER SIZE CONNECTORS PER THE LOCAL, STATE, AND NATIONAL CODES. 9. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES, 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REWIRED BY CODES AND U TIUTY COMPANIES. 11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS, 12. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J -BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 13. ALL BREAKERS IN PANEL BOXES SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 14. ALL GROUND BUS PLATES SHALL BE M"x4"x20" AND SHALL BE TINNED COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF ROUNDING CONNECTIONS. THE HARDWARE SECURING THE MOB, AND ALL LOWER BUS BARS, SHALL INSULATE THEM FROM ANY STRUCTURE TO WHICH THEY ARE FASTENED. 15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A UL RATED FIRE SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS, THEN THE CONTRACTOR SHALL ASSUMESA 2 -HOUR RATING. 18. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS HASN IN THE BEST AVAILABLE INFORMATION AT THE TIME THAT THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR AND THE CONTRAC`MTOR SHALL VERIFY ALL ITEMS PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS THOUT FURTHER COST TO THE OWNER. 17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC AND SWEEPS OR BENDS AND ABOVE D CONDUITS SHALL BE RIGID GALVANIZED STEEL. ALL CONDUITS NOT TERMINATINGROUNG INTO A CLOSED AREA MUST BE SEALED T'0 PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. GROUNDING 'TE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPREBENTATI VE THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, UNE$, TRAYS, BRIDGES, PLATFORMS, AND ANY AND ALL ITEMS ARE GROUNOED PROPERLY. 2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH HYGROUND COMPRESSION CONNECTORS BELOW GRADE AND MECHANICAL TWO LUG COMPRESSION CONNECTRS ABOVE GRADE. USE ONLY STAINLESS STEEL SCREWS, BOLTS, WASHERS. AND NUTS FOR FASTENING. 3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS. IF SURFACE IS COALED, THE COATING MUST BE REMOVED DOWN 70 THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON -CORROSIVE APPROVED COMP0 NO TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL X PAINTED . TOUCHED UP WITH COLD GALVANIZING PAINT SUCH q5 GLAVMO% OR EQUAL. 4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE NON-CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS, WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. 5. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI -CORROSIVE AGENT SUCH AS T&B KORR SHIELD, NO -OXY, NOALOX, PEN ETROX OR EQUAL. VERIFY THE PRODUCT WITH THE OWNER'S REPRESENTATIVE PRIOR TO USAGE. 6. GROUND THE ANTENNA BASES, FRAMES, CABLE TRAYS AND RACKS, AND ANY OTHER METALLIC COMPONENTS WITH p2 GROUNDING CONDUCTORS AND CONNECT TO THE INSULATED SURFACE MOUNTED GROUNDBARSUNLESS OTHERWIDE NOTED IN CONSTRUCTIONRAWTNGS, CONNECTION DETAILS TO BE PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, 7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTNING PROTECTION, THE ANTENNA CABLE SHIELD $HALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WARE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED N1TH ADDITIONAL GROUNDING AT MIDPOINT, 8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM WITH AN INDEPENDENT LABORATORY AS SELECTED BY THE OWNER. THE OWNER'S REPRESENTATIVE WILL BE INFORMED 24 -HOURS IN ADVANCE OF THE TEST. 9. STORE REDLINED DRAWINGS ON SITE AT ALL TIMES IN CAPPED PVC CONDUIT 10. CONTRACTOR TO PROVIDE PHOTO'S OF ANTENNA INSTALL (PUNCHUST ITEMS) AT TIME OF PUNCHWALK. 11. CONTRACTOR TO PERFORM PRE AND POST GROUNDING TEST FROM SHENTEL TEST WELL TO SHENTEL TEST WELL. SHENTEL TO PROVIDE MOST RECENT OHM TEST. 12. GROUND TEST TO BE PERFORMED AFTER INSTALLATION OF EQUIPMENT. CONNECTION TO GROUND RING MUST BE LESS THAN OR EQUAL TO 5 OHMS. ANTENNA SWEEP TEST CONTRACTOR WILL PERFORM TESTING ON EACH COAXIAL CABLE TO MEASURE INSERTION LOSS, AND TO ENSURE THAT EACH CABLE IS INSTALLED AND CONNECTED TO THE APPROPRIATE ANTENNA. THESE MEASUREMENTS MUST BE PERFORMED ON THE COAXIAL CABLE WITH THE ANTENNAJUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON THE ENTIRE ANTENNA SYSTEM, IN MINgftY w p ;PRIOR 70 TESTING, CONTRACTOR WILL PERFORM INSPECTION OF ANTENNA AND COAXIAL SYSTEM AND RECORD FINDINGS ON "ANTENNA INSPECTION FORM.' ALL ITEMS SHOULD BE LISTED AS COMPLETE ON THIS FORM PRIOR TO ANTENNA SYSTEM TESTING. EQUIPMENT: TEST EQUIPMENT SHALL BE WILTRON 331S OR SHENTEL APPROVED ALTERNATIVE. PARAM RC ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 70 1 VSWR. FREQUENCIES: ALL TEST SHALL BE PERFORMED FOR THE FOLLOWING FREQUENCIES. A BLOCK RECEIVE 1860 TO 1895 TRANSMIT 1940 TO 1975 B BLOCK RECEIVE 1885 TO 1920 TRANSMIT 1965 TO 1990 C BLOCK RECEIVE 1855 TO 7880 TRANSMIT 1935 TO 1960 D BLOCK RECEIVE 1875 TO 1900 TRANSMIT 1955 TO 1980 E BLOCK RECEIVE 18811 TO 1905 TRANSMIT 1960 TO 1985 tlOTIFICATION: CONTRACTOR SHALL NOTIFY THE SHENTEL- DESICNATED REPRESENTATIVE A MINIMUM OF 24 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. AZIMUTHAnyu; PRIOR TO TESTING, CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS ANO DOWNTIL7S ARE TRUE. VERIFICATION OF AZIMUTHS AND DOWNTILTS ARE TO BE DONE BY A THIRDPARTY. CONTRACTOR SHALL ENSURE THAT ALL CONNECTORS HAVE BEEN INSTALLED TO THE SPECIFIED TORQUE VALUES, DOCUMENTATION: ALL TEST RESULTS SHALL BE RECORDED IN SUPPLIED "BASE STATION ANTENNA SYSTEM SUMMARY SHEET WITH TH RESULTS OF EACH IN0I VIDUAL TESTS. ONE HARD COPY VILL BE LEST AT THE SITE AN 2 HARD COPIES AND 1 SOFT COPY WILL BE SUPPLIED TO SHENTEL AS PARI OF THE CLOSEOUT DOCUMENTATION, R 0 IR D STC CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL LINE ANO RECORD EACH READING ON BASE STATION ANTENNA SYSTEM SUMMARY SHEET OPEN VSWR, SYSTEM VSWR, LOAD VSWR, SYSTEM RETURN LOSS. OPEN RETURN LOSS, DISTANCE TO FAULT, AUDIT: CONTRACTOR SHALL CONDUCT AUDIT OF MATERIALS TO INCLUDE: ANTENNA SERIAL NUMBERS AND MODEL NUMBERS PER IDENTIFIED SECTOR, CONTRACTOR SHALL RECORD FINDINGS IN "SWEEP AUDIT SHEET." P11Q.L05: CONTRACTOR SHALL TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSTEMS, PHOTOS SHALL BE SUBMITTED AS PART OF THE CLOSE-OUT DOCUMENTATION. CONTRACTOR I$ REQUIRED TO SUBMIT QUALITY PHOTOS, PHOTOS TAKEN WITH INSUFFICIENT LIGHT OR LACKING IN DETAIL WILL BE REJECTED AND WILL BE RE-PHOTOGRAPHED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL PAY DEVELOPING COSTS OF ALL NON -DIGITAL PHOTOGRAPHS. PHOTOS REQUIRED OF THE FOLLOWNC: ANTENNA AZIMUTHS (3 REQUIRED, 1 PER SECTOR). PICTURE SHOULD INCLUDE THE TOP OF EACH ANTENNA AS ASIDE VIEW AND WILL BE USED TO VERIFY THAT CORRECT DOWNTILT HAS BEEN APPLIED TH EACH SECTOR. VIEW 'ROM FROM BACK FOF ACE TRANSMIIT UI' ANTENNAETO N DOE THE TOP OF PICTURE TO BTHE TRANSMIT ANTENNA AND THE SURROUNDING LANDSOCL TOP BUSS BAR (1 PER BUSS BAR). PICTURE SHALL BE USED TO INDICATE GROUNDING KITS HAVE BEEN GROUNDED APPROPRIATELY. DRIP LOOP ( CONTRACTORI A9 II STALLED DRPICTURE IP LOOP IREDWILLUSED TRANSMISSION U ES EXISTING TOWER. EXTERIOR BULKHEAD PENETRATION. PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED, NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED, INTERIOR BULKHEAD PENETRATION. PICTURE WILL BE USED TO VERIFY INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN, DESIGNATEENTEL D REPRESENTATIVE BPACKAGE SHALL ISSUE ATIVE AFTERSITEHASTO RA BEENACCEPTED TED AND WITHIN 5 WORKING DAYS. COLOR -CODING WILL GO AS FOLLOWS: ALPHA: ATX - YELLOW -BROWN -WHITE ARX - YELLOW -WHITE -WHITE BETA: BTX - RED -BROWN -WHITE BRX - RED -WHITE -WHITE GAMMA. CTX - GREEN -BROWN -WHITE CRX - GREEN -WHITE -WHITE