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HomeMy WebLinkAboutSDP201300062 Plan - Submittal (First) 2013-11-14 1 • ENGINEERING RAWLAND �SITE NAME : RAMADA INN at&t 2008 NATIONAL ELECTRIC CODE TIA/ETA-222-G OR LATEST EDITION GENERAL NOTES SITE # CV310 LIBERTY PLAZA 1 4801 COX ROAD, SUITE 300 GLEN ALLEN, VA 23060 THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY - ' .J SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE, NO APPROVALS DyN 1 s SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE PROPOSED CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR SITE Consider It C nected. PROJECT DESCRIPTION %NlIM MODIFICATIONS 9020 MENDENHALL COURT,SUITE H at&t COLUMBIA,MARVLAND 21045 siiiim PROPOSED UPGRADE OF EXISTING TELECOMMUNICATIONS AT&T COMPLIANCE DATE 1 FACILITY INCLUDING THE REMOVAL OF AN EXISTING WOODEN COM EX POLE AND (3) EXISTING ANTENNAS AND THE INSTALLATION OF AT&T RF ENGINEER -. - DATE .�y (6) NEW ANTENNAS ON EXISTING ANTENNA MOUNTS, (6) RADIO HEAD UNITS, ASSOCIATED SURGE SUPPRESSION AND APPURTENANCES ON A PROPOSED MONOPOLE (BY OTHERS) AT&T OPERATIONS DATE Consultants AND UPGRADE SUPPORTING EQUIPMENT AT GRADE 4 SECOND AVENUE SUITE 204 DATE DENIAL&IAL07834 AT&T PM PHONE:862.2.209.4300 SITE INFORMATION LTE FAX: 862209,30 DYNIS CONSTRUCTION. DATE 1 PROJECT NO: 12025-DYN SITE ADDRESS 2116 NORTH HILL DYNIS SITE ACQ DATE CHARLOTTESVILLE, VA 22911 MONOPOLE DRAWN BY: DPB COUNTY ALBEMARLE COUNTY SITE OWNER DATE CHECKED BY- NDB` , LATITUDE (NAD 83) 38' 01' 1398" N (38 02055) AERIAL MAP USGS TOPOGRAPHIC MAP DRAWING INDEX - LONGITUDE (NAD 83) 78' 25' 33 31" W (-78 42592) • -< r , 1 1 SHEET NO: SHEET TITLE REGION NORTHEAST ' ' ' • 1, '� / - • T-1 TITLE SHEET US ID 49365 ,� • , t C-1 SITE MAP AND EQUIPMENT LAYOUT ` w , �) C-2 TREE INVENTORY 3 11/13/13 REVISED PER CLIENT COMMENTS FA LOCATION 100686637 - a ' t: • C-3 SOUTH ELEVATION 2 10/31/13 ADDED TREE INVENTORY SHEET t •. ".'4� _ C-4 ANTENNA LAYOUTS 1 01/22/13 REV PER CLIENT COMMENTS-JL SITE LOCATION r' SITE LOCATION L. \ C-5 EQUIPMENT DETAILS 0 07/16/12 INITIALSUBMISSION A `�� z RF-1 RF DATA REV DATE DESCRIPTION • i+ ,e ,• ' /•• �; ( G-1 GROUNDING DETAILS •„ / �'y��` •• G-1 1 EQUIPMENT GROUNDING PLAN Documents prepared by Corn-Ex e r.%•" .pr • • / "�J • f. ` r. GN-1 GENERAL CONSTRUCTION NOTES Consultants,Including this document,are to + \ don for the s afic project and �' j �• /' + o _` - - i specific use for which they were intended PROJECT CONTACTS , 1 Any extension of use to any other projects, �+. - ` A owner or b a other a ' 'L by Y any party,without the ;e,Yen1a"A �'`Ili ..- ` '0 expressed written consent of Corn-Ex - Consultants,Is done unlawfully and al the A/E COM-EX CONSULTANTS, LLC j' .. � --- users own ific If used In,Way other than 862-209-4300 �' rv' Se a that own ns. I intended,user will hold ',r. lp= C -44 Y _ Com-Ex Consultants,harmless from all RF RAJ MAGUNTA - AT&T k" Tz.a -•e� 7 ` 1 t«-( it 4AJ MAG-5127 >" i �.� s t ti • d• and losses "_ INFORMATION• • DRAWINGS IS .y a • • _, NO BaldittL•L NLESS • .r`s C \ • •. • • • , ACC• ,,, BY THE . SEAL& •� ^,+f`'r - SIGN OF A PROFES` GINEER CONSTRUCTION TBD ..�, e j." 1......-_i o r SSS"'` lop I if ` ! . Trailer 1v aF y. N •LA Otglii, RF DATA NOTE R�, 4.N , ' • 1 ' N •u►s D :w� ILE .� 1 I� \ RtOE6SSIO•. '•n'4tee, �G No OM02050iTT CONTRACTOR SHALL OBTAIN LATEST RF DATA SHEET AND • ' . �J ; CONFIRM SAME WITH DYNIS CONSTRUCTION MANAGER PRIOR � TO START OF CONSTRUCTION 1. : <{Y BM 311 ' SITE NAME: RAMADA INN RAWLAND — 1 �__-, SITE # CV310 ��' ;,;� SITE ADDRESS: . 1AI ______, ,, ``� 2116 NORTH HILL e `� 47 CHARLOTTESVILLE, VA 22911 IF USING 1 1"x17" PLOT, DRAWINGS _ _ LTE WILL BE HALF SCALE • NO SCALE DO NOT SCALE DRAWINGS SHEET TITLE 1 CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON & SHALLTHE IN WRITING Y TIFY EER F CONTACT INFORMATION DRIVING DIRECTIONS THE JOB SITE BEFORE PROCEEDINGEWITHOTHE WORK EORINBE RESPONSIB EOFOR�SAME DISCREPANCIES TITLE SHEET ENGINEER COM-EX CONSULTANTS, LLC DIRECTIONS FROM NEAREST AT&T OFFICE. 4 SECOND AVENUE, SUITE 204 1. HEAD SOUTH ON COX RD TOWARD WATERFRONT PL 2. TURN RIGHT ONTO US-250 W/W BROAD ST 3. MERGE ONTO 1-64 W UNDERGROUND SERVICE ALERT • DENVILLE, NJ 07834 VIA THE RAMP TO I-295/CHARLOTTESVILLE 4. TAKE EXIT 1 18B TO MERGE ONTO US-29 N TOWARD CHARLOTTESVILLE/CULPEPER 5. MISS UTIUTY SHEET NUMBER CONTACT NICHOLAS D BARILE TAKE THE US-29 BUS N RAMP TO CHARLOTTESVILLE 6. TURN RIGHT ONTO US-29 BUS N/FONTAINE AVE 7. CONTINUE STRAIGHT 811 ONTO JEFFERSON PARK AVE � > WVYW.VA811.COM T-1 PHONE 862-209-4300 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION t I t20'-0- I 0t/ x x x x x x x�x x—x x x x x_x_�I �� atm 4 //-� x PROPOSED 96' \ PROPOSED CHAIN V ___ / / + MONOPOLE, BYE OTHERS LINK FENCE TO t5.-3" / p BASE DIAMETER 30- MAX MATCH EXISTING �(( �� %�py J: TOP DIAMETER 18" MAX) (Q Sis ^cA I LIBERTY 4801 COX O SUITE 300 C\ 4) . GLEN ALLEN, VA 23060 '< '�7 STING TREE x O r��• COVER ABOVE-/ oI INSTALLEDON EXISTING UNIT 111100 I ` O I r/ o • MONOPOLE 9 70' AGL D.Y.ENe-c—khoDEN.NALL:,,RIT2,, PROPOSED LIE GPS I PROPOSEDCABLEEQUIPMENT �..� ,,.J BRIDGE EXTENSIONnetted.LAYOUT ,�� 1�"$, EQUIPMENT /- LAYOUT // ' • LUMBI , SUITE H/ . INSTALLTHEFOLLOWING BREAKERS IN TE45I COWMBIA,MARYLAND 1045 / 2 AC FEEDS PER RECTIFIER SHELF y // // OTY(1)FEED (3 RECTIFIERS) 2—POLE, 50A, 240VAC SINGLE PHASE • 1 r \ / / CONTRACTOR TO I OTY(1)FEED (2 RECTIFIERS) 2—POLE, 30A, 24OVAC SINGLE PHASE 1 W�� , // / REMOVED EXISTING • OTY(1)FEED 1 POLE, 15A, 12OVAC FOR GFG OUTLET -�7 / SECTION OF FENCE , COM �C`/ 1 ♦� / / QTY(3) 5A 12OVAC EACH FOR BATTERY HEATER MATS EX 1 // // QTY(1) FEED, 15A, 12OVAC FOR INTERNAL HEATER � piclr � 1 1 // / _ _ ___ / Consultants 0 \ ` // /// ? PROPOSED 2 r ALARM CONDUIT FROM PROPOSED PURCELL 4 SECOND AVENUE SUITE 204 \ / a N. // / TO PROPOSED 7E45 INSTALL (4) CATS FOR ALARMS DENVILLE,NJ 07834 / p / / EXISTING WOODEN POLE PUNCH DOWN ALL FUSES IN Te45 AND ID ALL WIRES ,3I 2 / / �J FAX, es�z.20.i3�m *2 t0'N�� p£t // // (BY OTHERS) REMOVED • r LABEL WIRES IN PURCELL BUT DO NOT PUNCHDOWN\ �/ \ lt0 pp' / / I - PROPOSED 2-1/2- POWER CONDUIT FROM/ // PURCELL TO PROPOSED Te45 \ / I // / I PROJECT NO. 12025—DYN / i , / EXISTING GMAs INSTALLED ���. / �a. ROUTE 2- FLEX INNERDUCT FROM PROPOSED \ ol` I/ .41 /// //// / c ON CABLE,BRIDGE POST �,�'.��, • CABINET TO PROPOSED ANTENNAS DRAWN BY: DPB S \ Z I / �Yc / // -S * ' �,-,-��, PROPOSED PURCELL CABINET FOR THE INSTALLATION / CHECKED BY. NDB w\ �'' / Qq. / �•' '�/:,,��• OF PROPOSED (1) DC CONVERTER, (1) RAYCAP t / \�I wit / / G // ' -W ,.�:••,4''',;�r' DC-6 AND (1) LTE 6601 (DETAIL 1/C-4) \\ / /// /5550' N J POWER SCONDUIT FROM ;•e�j•,'a ,,v,��'' EXISTING MSTALLEOPONCELL P POSTS CABINET B(BELOW) / I / / PROPOSED PURCELL EXISTING .SN�� M' ,P•,q 4k \ 1 \ / TO PROPOSED Te45 GPS UNIT 'e��Ifk.�i TAN 1 / / t3'-0' y���••�, •����...•, I J� / / -- •�����•���/,�,�, EXISTING GROUND 1 / �� \ •�/�^•!� �.� ROD INSPECTION WELL \ I / PROPOSED CONCRETE PAD \ :����, New. ERICSSON I I / (SEE DETAIL 9/C-4) \``,�� , 1,=� 3106 v 3 11/13/13 REVISED PER CLIENT COMMENTS I I I ` \\ �'.f UMTS 1900 \ 2 10/31/13 ADDED TREE INVENTORY SHEET \ 1 I \ I I PROPOSED TE-45 CABINET \ I I \\ 1 01/22/13 REV PER CLIENT COMMENTS-JL \ I \ I o x \\ \�� / o 07/16/12 INITIAL SUBMISSION I \ / I I • 1 1 PROPOSED 2)4' ¢6 \ REv DATE DESCRIPTION EXISTING TREE _ II I PPCCONDUIT FROM TO PROPOSEDSTING Te 5 / \ ' , I 1 / PROPOSED 4- CONDUIT Documents prepared by Com-Ex COVER ABOVE 7 O \\ \ \ / \ FROM EXISTING HOFFMAN f/ \ I / Consultants,including this document,are to I a ,\ A I ? BOX TO PROPOSED be used only for the specific project and 3 i \ I \ PURCELL FOR FIBER 1 6 / / STUB OUT 4'CONDUIT / \ specific use for which they were intended I \ 1 FROM HOFFMAN FOR FIBER / \ ERICSSON Any extension of use to any other projects, I I OR AS DIRECTED BY LEC Q Vs GSM2106 1900 by owner or by any other party,without the __ expressed written consent of Corn-Ex 1 �L III -.p� Consultants,is done unlawfully and at the \\ \\\ \\ I I users that sp specifically int nsk. If ended,user will hold in a way other on \ 1 1 U O 1 Com-Ex Consultants,harmless from all \I \ II 1 U I IJ I •claimsand losses I x NO ,elVfcthl.R. LESS IN MATgJ • DRAWINGS IS APPROXIMATE I I ACC• , .BY THE S .._•SEAL k LOCATION OF EXISTING \ I �\ 1 SIGN- 1':- OF A PROFESSI•'" GINEER EXISTING PROPERTY LINE (TYP) \ I �y\I METER/ I 1BACKBOARD EXISTING CHAIN LINK N 4LAI): `I A FENCE W/ BARBED WIREE• n N. 14 / 1 \ \ 8 1 INSTALL TWO (2) 250 16 44\ AMP BREAKERS IN , <,- \ I •\ EXISTING POWER CABINET N'' •s LAS Dom,-. ILE SITE MAP /Ix x x x x x I PROFEssIo ?:.. No 0M3050.35 / `� II zo' t o' 0 20' 40' / ' / \ / / \ / I / / SITE NAME: RAMADA INN RAWLAND 1-=20' // / / \ / SITE # CV310 NOTES, // L i \\ / i SITE ADDRESS: / EXISTING GRAVEL EXISTING 12' WIDE + 1 MAGNETIC DECLINATION SHOWN FOR / ACCESS ROAD ACCESS GATE \ / \\ / 2116 NORTH HILL A9' JULY 16, 2012, AS PER NOAA—NATIONAL /// � \\ /� / CHARLOTTESVILLE, VA 22911 GEOPHYSICAL DATA CENTER / / \✓ / LTE 2 ANGLE OF MAGNETIC DECLINATION O. NORTH CHANGES BY 0' 1' W PER YEAR a EQUIPMENT LAYOUT SHEET TITLE 4' 2' 0 4' 8' SITE MAP AND LEGEND NORTH 1„.= EQUIPMENT LAYOUT CHAINLINK FENCE x x x NOTES: SHEET NUMBER WOOD/WROUGHT 1 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS LEASE AREA - - IRON FENCE C-1 ICE BRIDGE !ggggggggggggW!gWggg;!; WALL STRUCTURE V//////////////////A J J `%%....,./. at&t PARCEL ID 07800-00-00-05000 i I / �' / / HARTAGW FAMILY CORPORATION ,\�j D.B. 4204, PG 598 / LIBERTY PLAZA 1 ZONING RURAL AREAS S 3T- �'5 \p 2374 RICHMOND ROAD / r 0 4801 COX ROAD, SUITE 300 J _�k $ \\ // //33"POPLAR N GLEN ALLEN, VA 23060 / 85'TALL N. lob����4 / \ , , ., I \ DYNIS _., q/ /7033 \ �A C/ \ / \ Consider H C netted. / 9020 MENDENHALL COURT,SUITE H / ` \ ` COLUMBIA,MARYLAND 21045 /o/ \g ` ;{,•'WHITE PANT' I \ 30" 0 / -, 36 POPLAR I 1023 85'POPLAR \o / /10 2 REFERENCE 91'TALL ,` T 85'TALL \ PARCEL ID 07800-00-00-045A0 `^ / TREE ''''S• COM EX SOUTHERN SUN, INC N 1 f1 D B 1090, PG 38 ..\ I JaE vS, 36"POPLAR `,,• ZONING. RURAL AREAS \Q /f009 Consultants SECOND AVENUE 2116 NORTH HILL RD \ , • �,. \P WHITE PAINT" I SUITE 204 91'TALL e, f �i . I L"�;` x " x S DENVI LE.NJ 07834 REFERENCE \ / / ) I PHONE 862.209.4300 TREE �r`� \\, // I /1025idi ll.,/ 50' FAX: 862.209.430t EQUIPMENT }\g1•' � /\/ //// `\) PROPOSED 96' C.,_ f;.-- 10 I LAYOUT 10 , / I .{• MONOPOLE ,.., - ___ I ,TOOT • i�lh� DSO // / �� (BY OTHERS) [� / )/ I /10N / PROJECT NO 12025-DYN (1..'S-9, `i" ' /// // \ ri\ \ . / DRAWN BY. DPB •. / /y - / / /1031 �'1\7L9e O Fps • / \ / \ ■'' , 0 /7006 / CHECKED BY. NDB 36"HICKORY J .it ` // // \ \ Y' 0 83'TALL 1 e..��, .'. // // \ I y"" J / z 1 x ��• 1,' // // \ 36"HICKORY 4"LOCUST \ /`�x�+ A j r'g/1005 / r �A4 / // 83'TALL \ \ 'WHITE PAINT" // �/\ /+l J / / \. S • � \ � .:.'���� • NVODED AREAJ // /// \\ S \ ( :',"4- '2." . /1004 / \ a , 25' FZy`, / //' // i�I GRAVEL ROAD I / ,•' `gip Sp�� f; // // \\ �, / / 3 11/13/13 REVISED PER CLIENT COMMENTS Z \a� 1 ��' // /'/ / /1030 \ I� r` /1003 2 10/31/13 ADDED TREE INVENTORY SHEET / �\ ,1• 1 01/22/13 REV PER CLIENT COMMENTS-JL \ / /// //' / \ \ I 1 / 0 07/16/12 INITIAL SUBMISSION \ o.\ I / /// / \•. — — — I REV DATE DESCRIPTION / L WOODED�� \ �I 2` //Q�..{r!' // ' \ 6"LOCUST I j Documents prepared by Com-Ex / 7 \o,,,.,,;„,t\I I / CF / lYH/TE PAINT" / Consultants,including this document,are to f \ \ / "W \ \ / /1002 be used only for the specific project and // \ // / / N 66V% \ \ — / specific use for which they were intended / �1 5p V Any extension of use to any other projects, I / NOTE 10' S' 0 10' 20' by owner or by any other party,without the I / NO EXISTING TREES ARE TO BE expressed written consent of Corn-Ex I I \ / REMOVED FOR THIS PROJECT 1"=10' Consultants,Is done unlawfully and at the PARCEL ID 07800-0O-00-045A1 \ I / users own that specifically intk If ended,use in a r will ho d other an VIRG/NIA DEPARTMENT OF TRANSPORTATION1 / / Cor-En Consultants,harmless from all ZONING RURAL AREAS \I-. / \ i / / TREE No. SIZE TYPE HEIGHT(ACE) BASE£LEV(AMSL) TOP fLEY(AMSL) COMMENTS claims and.losses I / NFORMA ON• DRAN NGS IS 1 1 I i 36" POPLAR 90'-f0"t 4943't 5851 t REFERENCE TREE(+) NOT,*;,/ .'NI•U ,LESS 1 I ACCOM' BY THE S A SEAL& 1 PARCEL ID•07800-00-00-04500 2 36" HICKORY 83' 494 Ot 5770't SGNA• • A PROFESSION . NEER \ I \ I SOUTHERN SUN, INC o I D B 1090, PG 38 3 30" POPLAR 85' 4972't 5822't 3 \ I \ I I ZONING RURAL AREAS 1002 12' PINE - 499 WI - N LA'f' './ t, I I I 2119 NORTH HILL RD 1003 8" PINE - 4985't - C I.N.�IlllI \ • I I \Li, I 1 1004 10" PINE - 498.5't Ty 4," i 1 1 INI. ,Is ASD. t ILE I \\ \I 11 1005 8" PINE - 496.Tt - ersoFesslova :hal .Na 0402050435 A 1006 8" CEDAR 498.4't II o ����__/A 1007 8I " ELM - 498.4't - I_-__�_` \ 1 1008 NOT USED - - SITE NAME: RAMADA INN RAWLAND I 11 1009 8" UNKNOWN 498.4't SITE # CV310 \ ''. \ 1 1010-1022 NOT USED - - - - \ \\ \ I 1023 8" ELM - 4948'1 SITE ADDRESS: \ I 1024 NOT USED 2116 NORTH HILL WOODED AREAS \ \ 1 \ 7025 12" E- LM - — - 4944t -- CHARLOTTESVILLE, VA 22911 1 1 1026 NOT USED LTE I \ 1 c., 11 1027 10' ELM - 494 4' - 1 r� I‘ \I 1028-1029 NOT USED - - - - SHEET TITLE / - I \ 1 law e" ELM - 4ss.9t - TREE INVENTORY to 1031 36" CHESTNUT OAK 4920't t \ 1 A I,\ 1032 18" CHESTNUT OAK - 492 0't - 1033 30' POPLAR - 493 1't - N 1034 78" POPLAR - 494.5'1 - SHEET NUMBER 20' 10' 0 20' 40'— — - - (•)REFERENCE TREE HEIGHT BASED ON TREE CERTIFICATION LETTER FOR SITE/CV-7-310J BY THE FA BARTLETT TREE 1"-20' EXPERT COMPANY, DATED 8-27-2012, ENDORSED BY MICHAEL ABBOTT C-2 ADDITIONAL TREE INVENTORY A SURVEY DATA BASED ON "SURVEY PUT"FOR SITE/CV370, BY HALDER SURVEYS, PC, DATED 5-31-13, ENDORSED BY RONALD L. LANG, PL S GENERAL NOTES e N • 1 ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS FOLLOW THE 412.91110111. MANUFACTURER'S RECOMMENDATIONS at e t A. GROUNDING AT THE ANTENNA LEVEL {J�� B GROUNDING AT MID LEVEL TOWERS WHICH ARE OVER 200'-0-, ADDITIONAL CABLE GROUNDING REQUIRED C GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL D GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT E GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT LIBERTY PLAZA 1 2 ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUNDING 4801 COX ROAD, SUITE 300 BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0' BELOW GROUNDING BAR TERMINATIONS MAY BE EXOTHERMIC N. GLEN ALLEN, VA 23060 OR COMPRESSION 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION ANTENNA NOTES -4 ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC SHALL BE INSTALLED PER TOWER MANUFACTURERS 1 EACH ANTENNA WILL NOT EXCEEDDYNIS SPECIFICATION & RECOMMENDATIONS PROPOSED LIGHTNING ROD, BY OTHERS ONE (1) PROPOSED AT&T LTE PANEL 1,152 SQUARE INCHES IN SIZE (LIGHTNING ROD NOT TO EXTEND MORE ANTENNA ON PROPOSED ANTENNA 5 CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON THAN TWO FEET (2'-0") ABOVE THE TOP MAST (TYP OF ALL SECTORS) 2 EACH ANTENNA WILL NOT PROJECT CABLE DISTRIBUTION/ROUTING OF THE TOWER AND SHALL NOT EXCEED MORE THAN TWELVE INCHES (12") Consider It C nected. ONE INCH (1') IN OVERALL DIAMETER) INSTALL ONE (1) PROPOSED FROM THE STRUCTURE 9020 MENDENHALL COURT,SUITE H 6 CONTRACTOR TO VERIFY ALL PROPOSED AND EXISTING ANTENNA AND CABLES WERE CONSIDERED AND PASSED A AT&T DC-6 RAYCAP DOME ' ` COLUMBIA,MARYLAND 21045 STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEER PRIOR TO INSTALLATION ON PROPOSED MOUNT N 7 DISTANCE FROM RRHS TO SURGE ARRESTOR TO BE A MAXIMUM OF 5 METERS TOP OF PROPOSED MONOPOLE (BY OTHERS)Iii /EL 96'-0'1 AGL CO]j 1 "'.EX I i �1 c. OF PROPOSED LTE ANTENNAS $ Consultants to EL 94'-0"3 AGLdi 4 SECOND AVENUE 17 TOP OF CANOPYJ��_7NY-(T�� _ti SUITE 204 EL 90'-10'f AGL `( T DENN: 8. 9434 E� ll. INSTALL ONE (1) PROPOSED AT&T LTE RRH ON PHONE:E,NJ07834 Orr CD 7 m� _ PROPOSED MOUNT (TYP OF 2 PER SECTOR) FAX 862.209.4301 ^, c., Z59 A�- �^f/� }t I OF PROPOSED GSM/UNITS ANTENNAS flo v.,- K� EL 84'-0'± AGL Lc� , 0 O PROJECT NO: 12025-DYN i� '- p/'\''\"C 0-`" I, ONE (1) PROPOSED AT&T GSM/UMTS DRAWN BY: DPB \ .' PANEL ANTENNA ON PROPOSED 6o ANTENNA MAST (TYP OF ALL SECTORS) CHECKED BY: NDB COj f, ? ,. ONE (1) PROPOSED TMA ON PROPOSED \ „T���T�-i MOUNT (TYP OF ALL SECTORS)�0 �� �' `"� o� � �J 3 11/13/13 REVISED PER CLIENT COMMENTS Tc, I /�o' C ,`,`/�/ r^� 2 10/31/13 ADDED TREE INVENTORY SHEET /�I\�(` � 0 y I/ `.. 1 01/22/13 REV PER CLIENT COMMENTS-JL N+ -Zl�'� �� / 0 07/16/12 INITIAL SUBMISSION '/Y CONTRACTOR TO VERIFY ALL PROPOSEDS�> `p AND EXISTING ANTENNA AND CABLES WEREREV DATE DESCRIPTIDN (.� o .,I �jl'�G�. CONSIDERED AND PASSED A STRUCTURAL yJ CC �J (� J'lr ANALYSIS PERFORMED BY A LICENSED Documents prepared by Com-Ex l \ki C�I-1. I ENGINEER PRIOR TO INSTALLATION Consultants,including this document,are to �5 � 1 z`� be used only for the ecifc intended and specific use for which they were Intended I Any extension of use to any other protects, i�\ 2 PROPOSED MONOPOLE CONTRACTOR TO PAINT ALL PROPOSED by owner or by any other party,without the ANTENNAS & EQUIPMENT DARK BROWN, expressed writtenconsentunlawfully of Com-Exdatt (BY OTHERS) Consultants,is done unlawfully and r the NATURAL, OR WOOD COLOR TO MATCH users own risk. If used in a way other than EXISTING EQUIPMENT that specifically Intended,user will hold Com-Ex Consultants,harmless from all claims and losses INFORMATION 1 - - . DRAVINOS IS NOT..'NpEP I., ,LESS ACCOM•-•T"i Nil1 BY THE S A ',•, SEAL& 51GNA '`OF A PROFESSION•-- INEER (•) REFERENCE TREE IDENTIFIED AS 36" POPLAR PROPOSED PURCELL CABINET FOR N . ILA'Ot / r4 (TREE #1) HEIGHT = 494.3' (AMSL), 90'-10"AGL INSTALLATION THE INSTAATION OF PROPOSED i 1..N.���[[[yyyiii►►►►►► 4. ' (1) DC CONVERTER, (1) RAYCAP DC-6 AND (1) LTE 6601 EXISTING N. PURCELL CABINET NI•i t�IAS Dry•i• ILE PROFESSIONA : .py.- No.0402050435 PROPOSED EXISTING GSM CABINET TE-45 CABINET llll EXISTING CHAIN SITE NAME: RAMADA INN RAWLAND LINK FENCE (TYP) SITE # CV310 �J SITE ADDRESS: �uj 2116 NORTH HILL GRADE CHARLOTTESVILLE, VA 22911 C L EL 0'-0'2 • LTE SHEET TITLE SOUTH ELEVATION (LOOKING NORTH) SOUTH ELEVATION 8' 4' 0 8' 16'— SHEET NUMBER 1/8"=1'-0" I (•)REFERENCE TREE HEIGHT BASED ON TREE CERTIFICATION LETTER FOR SITE/CV-1-310J BY C-3 THE FA BARRETT TREE EXPERT COMPANY. DATED 8-27-2012, ENDORSED BY MICHAEL ABBOTT ANTENNA MOUNTING NOTES: • 1 DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES 2 ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS -'__,`.6.° a F&1 ON IRON AND STEEL PRODUCTS', UNLESS NOTED OTHERWISE 3 ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE', UNLESS NOTED OTHERWISE v 4 DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780 LIBERTY PLAZA 1 5 ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S 4801 COX ROAD, SUITE 300 RECOMMENDATIONS GLEN ALLEN, VA 23060 • 6 CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING 7 ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED ya 8 PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINEDDYNIS BY THE RFDS ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5%AS DEFINED BY THE RFDS REFER TO ND-00246 9 JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR 10 CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR. AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE Al INFORMATION TO AT&T Consider H C netted. M �dr , 11 TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION 9020 MENDENHALL COURT,SUITE H U COLUMBIA,MARYLAND 21045 S 12 ANTENNAS SHALL HAVE A 4'-0" MIN CENTER TO CENTER HORIZONTAL SEPARATION /0, ,� Cl �le( ` ONE (1) EXISTING AT&T GSM/UMTS TORQUE REQUIREMENTS: (TYP OF ALPANEL L SEC ORS)TO BE REMOVED ^OM EX EXISTING 1 ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH (V POLE 2 ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS Consultants TOWER �/ STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION \\ ,•, B1 A.RF CONNECTION BOTH SIDES OF THE CONNECTOR 4 SECOND1 AVENUE GSA/ 6� PHONE B GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE EXAMPLE OF SOLID ENSIVE,NJ 07834 0M M U,{/A SURFACE GROUND BAR, ANTENNA BRACKET METAL 4300 FAN 886.20.431 T2 3 ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM) 4 ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM) 5 ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE PROJECT NO. 12025-DYN 6 ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24 4 - 29 8 NM) DRAWN BY. DPB 7 ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1 7 - 2 3 NM) CHECKED BY: NDB FIBER & POWER CABLE MOUNTING NOTES: i 1 THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHEN INSTALLING FIBER 31 OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE N INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES OPTIC FIBER TRUNK CABLES `- SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM NFPA 70 of (NEC) ARTICLE 770 RULES SHALL APPLY 2 THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT NORTH INTERVALS NOT EXCEEDING (6) SIX FEET AN EXCEPTION, WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING NFPA 70 -— EXISTING ANTENNA LAYOUT NO SCALE 1 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY 3 11/13/13 REVISED PER CUENT COMMENTS 3 WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS. NFPA 70 (NEC) ARTICLE 300 RULES SHALL 2 10/31/13 ADDED TREE INVENTORY SHEET APPI Y 1 01/22/13 REV PER CUENT COMMENTS-JL GENERAL NOTES: 0 07/16/12 INITIAL SUBMISSION REV DATE DESCRIPTION 1 IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION. MAKE AND MODELS PRIOR TO INSTALLATION Documents prepared by Com-Ex 2 ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS Consultants,Including this document,are to ONE (1) PROPOSED AT&T LTE PANEL be used only for the specific project and ANTENNA ON PROPOSED ANTENNA 3 CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING specific use for which they were intended MAST (TYP OF ALL SECTORS) 4 ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS. USING BUTYL TAPE AFTER Any extension of use to any other projects, a� INSTALLATION AND FINAL CONNECTIONS ARE MADE BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN by owner or by any other party,without the •2g AND EACH LAYER SHALL BE WRAPPED THREE TIMES WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING BUTYL BLEEDING IS NOT expressed written consent of Com-Ex e o ONE (1) PROPOSED AT&T Consultants,Is done unlawfully and at the PROPOSED LIE GPS UNIT INSTALLED 2 GSM/UMTS • J ALLOWED users own nsk. If used In a wayother than a PANEL ANTENNA ON PROPOSED ON PROPOSED MOUNT (BEYOND) Qti ANTENNA MAST (TYP OF ALL SECTORS) '�• 5 IF REQUIRED TO PAINT ANTENNAS AND/OR COAX that specifically intended,user will hold �' A.TEMPERATURE SHALL BE ABOVE 50' F Corn-Ex Consultants,harmless from all B PAINT COLOR MUST BE APPROVED BY TOWER OWNER/LANDLORD claims and losses INSTALL ONEO (1)R PROPOSED AT&T Al A2 INFORMAnON• • DRAWINGS IS LTE RRH ON PROPOSED MOUNT - -_ --- - C FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED NO ppFt�/t,/: LESS (TYP OF 2 PER SECTOR) ' �\ SM �M ' \\ D DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS ACC• ,E BY THE S SEAL& . \ vq / \ SIGN• '- OF A PROFESSI• �• UNEER / \ 0 kii / /� �• \\ // `' \\ ' C / / /. /•/i \ C2 / I•� li NEW CHAIN MOUNT / ✓ • ���' �� / •�, \\ t N 'N. •. 4 , l♦ (r.:�� fvf *�i �. 11 PROPOSED ANTENNA AND TRANSMISSION CABLES REQUIREMENT N'.,• •LAS D, ILE Il PROPOSED I PROPOSED LL I PROFESSIO• r'1&,,r.;N No.....ss ,-`i MONOPOLE 1, I I MONOPOLE ��' I TRANSMISSION CABLE t* •+ j ANTENNA ELECTRICAL MECHANICAL GAfA C11\ ^- f I 1` / SECTOR ANTENNA TYPE TECHNOLOGY AZIMUTH DOWNTILT DOWNTILT QT. LENGTH TYPE LIE -• \ .4j•� * / INSTALL ONE (1) PROPOSED \ ` fff / B2 SITE NAME: RAMADA INN RAWLAND \ - `,� 1 / AT&T DC-6 RAYCAP DOME \ ,�F // G M V�A Al P65-16-XLHH-RR 02DT LTE 30' 0' 0' 1 125' NEW FIBER SITE # CV310 \\ -�_...` �' ON PROPOSED MOUNT \\ / M T - SITE ADDRESS: \ \` //81 \N /// A2 P65-16-XLHH-RR 02DT GSM/UMTS 40' 0' 0' 4 115' NEW 1-5/8" COAX 2116 NORTH HILL -- -' — -- ONE (1) PROPOSED TMA ON CHARLOTTESVILLE, VA 22911 w w 4;. PROPOSED MOUNT (TYP OF ALL 81 P65-16-XLHH-RR 02DT LTE 150' 0' 0' 1 120' NEW FIBER LTE z of z o SECTORS) (BELOW ANTENNA) • _ a �' _ a 82 P65-16-XLHH-RR 02DT GSM/UMTS 120' 0' 0' 4 120' NEW 1-5/8" COAX SHEET TITLE s i�o �o U U - - ANTENNA LAYOUTS v ANTENNAS C� 94' ANTENNAS ® 84' Cl P65-16-XLHH-RR 02DT LTE 270' 2' a 1 120' NEW FIBER p/ C2 P65-16-XLHH-RR 02DT GSM/UMTS 310' 2' I 0' 4 120' NEW 1-5/8' COAX SHEET NUMBER NORTH C-4 PROPOSED ANTENNA LAYOUT NO SCALE 2 ` 25 - RAYCAP DC6-48-60-RM T P65-16-XLHH-RR 02DT 1 1 RAYCAP DC6 48 60 18 8F /--1 • T NOMINAL OPERATING VOLTAGE 48 VDC a • RADOME MATERIAL GRP CHAIN MOUNT KIT (ANDREW ','I'''' ���� •O O NOMINAL DISCHARGE CURRENT 20 kA 8/20ps RADOME COLOR LIGHT GRAY �� RAYCAP DC6 WEIGHT 42 lbs == CM-60T-72 OR EQUAL, TYP) 0 0 MAXIMUM DISCHARGE CURRENT 60 kA 8/20µs CONNECTOR 7/16 DIN FEMALE OVER VOLTAGE PROTECTOR FOR ATTACHEMENT TO — / ,,, O O WITH DOME COVER � EXISTING MONOPOLE MAXIMUM CONTINUOUS OPERATING VOLTAGE 75 VDC �� �•�/ VOLTAGE PROTECTION RATING 400 V —.• `1 r IIIIMI ��_ LIBERTY PLAZA 1 — N . s a 2-3/8" _ �� 4801 COX ROAD, SUITE 300 — _ TOTAL WEIGHT 53 lbs GALVANIZED PIPE �� DOMEco t Op • O• o ��miimmi SECURING BAND o GLEN ALLEN, VA 23060 1 — 16 6' I e ' ' "� WIDTH -I�� . UP FOR ATTACHING RAYCAP SUPPLIED POLE ��'I —•., J wMOUNTING BRACKETS DC6 (OVP) TO BASE DYN I S O • 1 t - , �/� ED I/ ANTENNA DIMENSIONS(INCHES) POWER CABLE `� RAYCAP SUPPLIED BASE ASSEMBLY It Cam. MANE ATT IRF8 PURCELL SYSTEMS r HEIGHT WIDTH DEPTH WEIGHT INGRESS PORTS MODEL r FLXI6WS (IIIM 9020 COLUMBIA,A MAR COURT SUITE H 72" 12" 6 D" 42 lb — MARYLAND 21045 CABLE TIE BAR MFCHANICAl SPFCIFICATIONS I 1 1 57"f OVERALL HEIGHT 30 0 IN (762mm) NOTES, A WIDTH 25 0 IN (635mm) n C _III 1 RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE �Oi j ��/DEPTH 20 0 IN (SOBmm) _ _ MOUNTING BRACKETS SUBCONTRACTOR SHALL SUPPLY THE PIPE M n Consultants PURCELL CABINET DETAIL NO SCALE 1 DC SURGE SUPPRESSOR DETAIL NO SCALE 2 ANTENNA SPECIFICATIONS NO SCALE 3 RAYCAP DOME DETAIL NO SCALE 4 4 SECOND AVENUE SUITE 204 DENVILLE.NJ 07834 PHONE 862.2004300 ALPHA TECHNOLOGIES Te45V2 TMA: ETW190VS12UB ERICSSON 700MHz RRH FAX: 662.209.4301 DIMENSIONS 72"H x 30"D x 30'1V (FOOTPRINT) GRP TOTAL WEIGHT 520 lbs (WITHOUT BATTERIES OR RECTIFIERS) RADOME RADOME MATERIALMAOR GRAY PROJECT NO. 12025-DYN 1811 lbs (FULLY LOADED) WEIGHT 6 lbs DC POWER RATING 48Vdc, 9kWDC (5 RECTIFIER POSITIONS) CONNECTOR 7/16 DIN FEMALE DRAWN BY: DPB AC INPUT REQUIREMENTS 120/240 VAC (APPROX 75A MAX) DC POWER CAPACITY 48 VDC SYSTEM, 9 0 kW MAX 11, - ' 8. OR 16• LONG CHAIN (TYP) CHECKED BY' NDB (5x CORDEX 48V RECTIFIERS) IA �j� �� ..----_----. ,-._. .- _ ___ ,.....___ P-__,_-_-____gg,:___-= - iiik...,, ����' -•G��. . 42-3/6" DIA PIPE (TYP) . wIII ..„ . . �j� REMOTE RADIO, tO. • O. UNIT (RRUS11) i : a ..1... MECHANICAL SPECIFICATIONS Ili IL WIDTH OVERALL HEIGHT 20 IN 20WIDTH 17 IN DEPTH 7 IN 3 11/13/13 REVISED PER CLIENT COMMENTS �� i.-: , CHAIN MOUNT KIT (ANDREW = WEIGHT 50 LBS 2 10/31/13 ADDED TREE INVENTOR(SHEET /� IOil I� CM-606 SERIES OR EQUAL, TYP) ANTENNA DIMENSIONS(INCHES) 1 01/22/13 REV PER CLIENT COMMENTS-JL • 0 07/16/12 INITIAL SUBMISSION ���t HEIGHT WIDTH DEPTH WEIGHT , NOTE CONTRACTOR SHALL LOCATE THE 10W2" 6 7" 3 7" 14 6 Ib 17 REV �TE DESCRIPTION l RRH MOUNTS SUCH THAT THEY WOULD A. - I NOT INTERFERE WITH THE EXISTING Documents prepared by Com-Ex r i�,/ •--�`�i- CLIMBING PEGS AND SAFETY CABLES Consultants,including this document,are to I be used only for the specific project and specific use for which they were Intended Any extension of use to any other projects, by owner or by any other party,without the expressed written consent of Corn-Ex Consultants,is done unlawfully and at the users own risk. If used in a way other than that specifically Intended,user will hold Com-Ex Consultants,harmless from all TE-45 CABINET NO SCALE 5 MOUNTING HARDWARE NO SCALE 6 1 TMA SPECIFICATIONS NO SCALE 7 RRH SPECIFICATIONS NO SCALE 8 claims and losses INFORMAII• • DRAWINGS IS ACCNOT I'0;BY k14E11- LESS ERICSSON RBS-6601 IGN *.BY RHE S SEAL E SIGNA'•TY OF APR• 651. �• GINEER . L DIMENSIONS, WxDxH 2 6"H x 13 77"D x 19"W N ,ILA :- di / WEIGHT <22 lbs 1—0" • F. I. N.till: ��� 04 I MAX— ,FAN MODULE PRO'FESSION•" .AS. GNa 0.2050435 SUPPORT SYSTEM Ir TNKlr SITE NAME: RAMADA INN RAWLAND YMIN. o x WIAN e46-WI 44W1 4 AT, il III lir lirlpi* 1 < 3•-0"x3•-0"_ ca4 N< 4 MAX. FROMDEPTH OF SLAB(3. � s x a (fc T SITE ADDRESS: PROPOSED CHAIN 4. ,� MOUNT PIPE I 'z%mom" 'x - .t r��r.F .,_-,::x;v x ;T� 2116 NORTH HILL HSS 1 660x0 140 x CHARLOTTESVILLE, VA 22911 �I`y GALV STEEL .. ...:vvv�,vo-„v,w„ .....a.. ,o,...:o.o�'.o�oo�� DIGITAL UNIT(NOT V,, �j MOUNTING PIPE `6 CLEAN`STONE LTE J SHOWN FOR CLARITY) PROVIDE APPLICABLE SHEET TITLE PIPE—TO—PIPE CONNECTION INTERFACE CLAMP KIT EQUIPMENT DETAILS 1/2"o COAX MOVABLE BRACKETS (TYP) CABLE JUMPER SHEET NUMBER C-5 6601 RACK CABINET NO SCALE 9 GPS DETAIL NO SCALE 10 CONCRETE PAD DETAIL NO SCALE 11 _ " VA/WVA ID: RCMDVAU2310 VA/WVA Me ID: RCMDVAU2310 Name: RAMADA INN RAWLAND FM. Site Rawte: RAMADA INN RAWLAND RF Configuration Drawing 1 rtiri7RF Co.fguntnn Dn.rieg Seder: 2 � ���� irapaPed-Sec A Proposed-Sc-B `� �j A Generic/Standard Plumbing Diagram is required when creating the Preliminary RFDS. The Final Plumbing Diagram is required when creating the Construction RFDS. A Generic/Standard Plumbing Diagram is required when creating the Preliminary RFDS. The Final Plumbing Diagram is required when creating the Construction RIDS. !�LIBERTY PLAZA 1 alma 1 at Lower Antamu 2 at eleh« anal alLoa Mama xet WON, GLEN 48G 1 N ALLEN, VA 23060 ROAD, SUITE 300 RAD ear Mat RAD center hMfur .A Y at�sMti PAD ember WOW . MAIM mmam �.r: irEci i _ --- .... Coreider R CAm.M. DyN ' J ..,. ,�_ f. _ _ 1 I, .. - Tnrw. 1 ,,...A w MA le IR 9020 MENDENHALL COURT SUITE H J eta' .w COLUMBIA,MARYLAND 21045 , w ro.. or is ` ataa,.w � a dew i roars d . . . . aA�a a CoM Ex 00.11. Ow-.nl.n W id •vucartl lose� Darmangou Dom� �icturtl„M non .,�ad-•i=. '� Consultants pert•41• 4 SECOND AVENUE SUITE 204 DENVILLE,NJ 07834 PHONE 882209.4300 `—�8 .� . - at 1. FAX: 862.209.4301 Wad sAww PROJECT NO 12025-DYN hi 1...d. DC Ca uc cy,w metRduse _ _ o.nerel ...a.•.•hm <annot.slh .. cer s.. a.....etch r 4- 3 Beene DRAWN BY: DPB ^ .-' mr .2 CHECKED BY NDB eN ' GSM1.UO ona tY I sMnr+4re� c,.er wro k.ett•-e,11 SECTOR 1 ANTENNA SCHEMATIC NO SCALE I SECTOR 2 ANTENNA SCHEMATIC NC SCALL 2 3 11/13/13 REVISED PER CLIENT COMMENTS 11cet: VA(WVA - VA/WVA Site ID: RCMDVAU2314 2 10/31/13 ADDED TREE INVENTORY SHEET LI: RAMADA INN RAM AND I• Pease 1 Site Name: VEPCO TOWER 1 01/22/13 REV PER CLIENT COMMENTS-JL V RF Configuration Drawing 3 - RFCo.flg.rati..Drawiee Sector. 6 0 07/16/12 INITIAL SUBMISSION Proposed-Sec-C 5' DVg= REV DATE DESCRIPTION I Documents prepared by Corn-Ex Consultants,including this document,are to be used only for the specific project and A Genetic/Standard Plumbing Diagram is required when creating the Preliminary RFDS. The Final Plumbing Diagram is required when creating the Construction RFDS. A Generic/Standard Plumbing Diagram is required when creating the Preliminary RIDS. The Final Plumbing Diagram is required when creating the Construction RFDS. speafic use for which they were intended _ Crow Sector Redundancy Feature(CSRF) Any extension of use to any other projects, by owner or by any other party,without the RAD center Alfe. RAD...941en Aar A expressed written consent of Com-Ex ma. 1,191170 *nal ‘7.4110, --." Consultants,is done unlawfully and at the users own risk If used in a way other than I4� that specifically intended,user will hold u�� '4`. � � A�. MSG� Com-Ex Consultants, and harmless from all 1-1-2.::1 11:-:]. r ..„..17%, al T T �' -� -_� losses INFORMATION••. ' - • •• DRANINGS IS NOT ^. .ff nCuel y+J LESS .0 NOTES: IGNA•ACCOM- •• :Y THE S SEAL E ,Ly SIGNA• • APTHEESSIO r�' eNEER - 1 ANTENNA SCHEMATICS TAKEN FROM RF DESIGN SHEET N I LAItiTalla .1 TARRY r DATE STAMPED 12/07/2012 � �•"• ,a P 4 2 THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING & N •;' .AS D c c ILE VERIFYING ACCURACY OF ALL RFDS SHEET PRorEsslo ' No 0.2050435 INFORMATION WITH THE RF ENGINEER AND CLIENT 1 di T L if. PRIOR TO ORDERING & INSTALLATION OF MATERIALS 1 SITE NAME: RAMADA INN RAWLAND 3 SHOULD ANY DISCREPANCIES EXIST BETWEEN THE SITE # CV310 A.eF o.w„t.n.m•.n,aw..hc ear EXISTING SITE CONDITIONS, THE PROPOSED DESIGN SITE ADDRESS: ro,wn1laea..-.a.10..- -.w.- «^«^•r—e•aM AND THE RF DATA SHEET, THE CONTRACTOR WILL .rSucto..n.raT,,.,,h„�er.. e. be no more man/5t,.a.•„.«Hm,., 2116 NORTH HILL x,A x,.once.anal pat d.reebe «Gald pea Am.e mn NOTIFY THE CLIENT AND RF ENGINEER AND A REVISED for a, .e nrn«ern.n+SR'•� CHARLOTTESVILLE, VA 22911 'MOW is eor,,,,erad to Am TH,,,,,,,m,„, RF DATA SHEET WILL BE PROVIDED. _ rage Anvil star LT E ro Idea s*as viva horn exceed 35ft at 7W MHi te.l uaei Ut••d6 dareleanter p...,lpM apM pe2__ Mein. All PF ern lumpere a....►aW ..a..�o, Japers at gan.blkd,us..am do e ean.nda SHEET TITLE AM fiMra mu.la...samm Wall an Am RaDD surge.ro.etlen box b... RF DATA R e ass ss fiber shad be spooled i in env hmarAx a,.r.e Prot.amn bee_ Ce.F we e.emtam.rdw a+r on to... 1 • PP NO llip tee.,aro dm Radio Mad(AOTN)K �"'a on to.ae,.u.. SHEET NUMBER ..o._,,,, Aroma CORP wa na a d.payad on regatta. ^^ db.DAS•y.bm•,or new.ow RRH le .na.a on Alm pan. I RF-1 SECTOR 3 ANTENNA SCHEMATIC I NO SCALE 3 CROSS SECTOR REDUNDANCY SCHEMATIC I NO SCALE I 4 NOTES: NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. EACH GROUNDING CONDUCTOR TERMINATING ON ANY 1 EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED GROUNDING BAR SHALL HAVE AN IDENTIFICATION TAG SOLIDCOPPER CONDUCTORS TO GROUNDING BAR to:.`.. ���� ROUTE CONDUCTORSSTOOBURIED GROUNDING RING AND NO REQUIRED PART NUMBER DESCRIPTION ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN PROPOSED VALMONT 24-x3"x1D' PROVIDE PARALLEL EXOTHERMIC WELD AND DESTINATION PROPOSED VALMONT 24'OR 27' GRIP-STRUT BRIDGE CHANNEL CHANNEL MOUNTING BRACKET PART/82734,OR APPROVED O 1 1/4'z4'x48" SOLID GROUNDING BAR ASSEMBLY&GRIP-STRUT EQUAL(ALL INSTALLATION 2 ALL GROUNDING BARS SHALL BE STAMPED IN TO THE ` SECTION "P" - SURGE PROTECTORS CHANNEL SUPPORT,PART IIBD2245 HARDWARE TO ATTACH METAL 'IF STOLEN DO NOT RECYCLE'THE OR APPROVED EQUAL(ALL BRIDGE TO SUPPORT INCLUDED) CONTRACTOR SHALL USE PERMANENT MARKER TO LIBERTY PLAZA 1 WALL MOUNTING (EC) CELL REFERENCE GROUNDING BAR (IF COLLOCATED) INSTALLATION HARDWARE TO ATTACH DRAW THE UNES BETWEEN EACH SECTION AND LABEL 4801 COX ROAD, SUITE 300 2 2 A-6056 BRACKET TO SUPPORT POST I BRACKET (EC) GENERATOR FRAMEWORK (IF AVAILABLE) (�2 AWG) INCLUDEDXTYP) 7I I 1 EACH AALE TIER SECTION ("P", "A', "N "1') WITH 1' HIGH GLEN ALLEN, VA 23060 (EC) COMMTELCO CIAL BAR (#2 AWG) IlliII O 2 3061-4 INSULATORS (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUNDING BOND (3/0) I 3 ALL HARDWARE SHALL BE STAINLESS STEEL 3/8' (EC) FIBER GROUNDING BAR (#2 AWG) - N." m DIAMETER OR LARGER ALL HARDWARE 18-8 4 4 3012-1 5/8"-11x1" H H C S (EC) POWER ROOM REFERENCE GROUNDING BAR (#2 AWG) O (AT&T RECTIFIER FRAMES -- STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND O4 3015-8 5/8" LOCKWASHER SECTION "A" — SURGE ABSORBERS PROPOSED COAX CABLE AND FIBERINSTALLATION BEFORE MATING DYNIS R SNAP-IN HANGER(TYP of 13) 4 FOR GROUND BOND TO STEEL ONLY INSERT A DREW CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, (EC) INTERIOR GROUNDING RING (#2 AWG) (SEE SNAP-IN HANGER CHART) Consider It C Waded. (EC) EXTERNAL EARTH GROUNDING FIELD (BURIED GROUNDING RING) (#2 AWG) •i COMT UN BEFORE CES WITH AN ANTI-OXIDANT 9020 MENDENHALL COURT,SUITE H PROPOSED VALMONT 27'HORIZONTAL COMPOUND BEFORE MATING (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (I/O AWG) TRANSMISSION ONE DOUBLE COLUMBIA,MARYLAND 21045 O (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) LEVEL CHANNEL VAIN(18)3/4' 5 DO NOT INSTALL CABLE GROUNDING KIT AT A BEND (SEE NOTE 2) HOLES FOR CABLE SNAP IN AND ALWAYS DIRECT GROUNDING CONDUCTOR DOWN HANGERS,PART f 802257,OR TO GROUNDING BUS DOUBLE CRIMP SECTION "N" — NON—ISOLATED GROUNDING ZONE APPROVED EQUAL(ALL INSTALLATION CONNECTION HARDWARE INCLUDED WITH PART) © EQUIPMENT 6 NUT & WASHER SHALL BE PLACED ON THE FRONT COM c - X INTERIOR (SEE SNAP-IN HANGER CHART) SIDE OF THE GROUNDING BAR AND BOLTED ON THE ^ GROUNDING RING i) (EC) MISC NON-ISOLATED GROUNDING ZONE PROPOSED 3 1/2'o.D x 10'-6' BACK SIDE INSTALL BLACK HEAT-SHRINKING TUBE, C o IT S U t a n 1.s EQUIPMENT (AT&T)-48V POWER SUPPLY RETURN BARE SUPPORT POST(TYP) 600 VOLT INSULATION, ON ALL GROUNDING TERMINATIONS THE INTENT IS TO WEATHERPROOF THE 4 SECOND AVENUE 'xf %�� EXISTING FINISHED GRADE COMPRESSION CONNECTION SUITE 204 0 Y is SECTION "I" — ISOLATED GROUNDING ZONE — — `•I I•- — ELEV =tD._D. $ DENVILLE,NJ 07834 0I 4 7 SUPPLIED AND INSTALLED BY CONTRACTOR PHONE. 862.209.4300 Q„„� (AT&T) ALL ISOLATED GROUNDING REFERENCE •°I I' FAX.862.209.4301 III `e (AT&T) GROUNDING WINDOW BAR ' 4I is 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR n DEEPROP 1'-6'0 x 3'-0' P I I ' DEEP 3000 PM CONCRETE INSTALLING ADDITIONAL GROUNDING BAR AS REQUIRED, lir 0 ,"1 I• FOUNDATION(TVP) PROVIDING 50% SPARE CONNECTION POINTS PROJECT NO. 12025-DYN 4" INA 9 ENSURE THE WIRE INSULATION TERMINATION IS WITHIN Y (SEE NOTE 1) 1/8" OF THE BARREL (NO SHINERS) DRAWN BY. DPB e' 16" p_6• CHECKED BY: NOB 8" 1/4' 8" 16" (MGB) REFERENCE GROUNDING BAR NO SCALE 1 CABLE BRIDGE DETAIL NOT USED 2 3 11/13/13 REVISED PER CLIENT COMMENTS 2 10/31/13 ADDED TREE INVENTORY SHEET 1 01/22/13 REV PER CLIENT COMMENTS-JL 0 07/16/12 INITIAL SUBMISSION REV DATE DESCRIPTION Documents prepared by Com-Ex Consultants,Including this document,are to be used only for the specific protect and INSPECTION WINDOW IN specific use for which they were intended BLACK HEAT BARREL, REQUIRED FOR BLACK HEAT Any extension of use to any other projects, CLOSED BARREL, FOR SHRINK W RATED ALL INTERIOR TWO-HOLE SHRINK UV RATED by owner or by any other party,without the ALL EXTERIOR TWO-HOLE CONNECTORS expressed written consent of Com-Ex CONNECTORS Consultants,Is done unlawfully and at the CONDUCTOR INSULATION CONDUCTOR INSULATION users own nsk. If used in a way other than EXTERNAL TOOTHED TO BUTT UP AGAINST EXTERNAL TOOTHED TO BUTT UP AGAINST that specifically intended,user will hold 3/8'16z7 1/2" THE CONNECTOR BARREL 3/8"Ox1 1/2" THE CONNECTOR BARREL Com-Ex Consultants,harmless from all claims and losses CLEAR HEAT SHRINK CLEAR HEAT SHRINK S/S NUT S/S NUT A INFORMATION. DRAWINGS IS / / /EZ--- , SIGNAL_`OF A PROFESSION,• WEER S S LOCK S S LOCKt ACCOM• BY THE ST• : SEAL xWASHER r---- WASHERT rT TT rTT T F S/S FLAT ///////// LABEL S/S FLAT li///////) LABEL , WASHER J1111111J WASHER II--1J11111J N ILA' 11, L L n.N. r 4 �-TINNED COPPER ��TINNED COPPER �• GROUNDING GROUNDING BAR / r w rrrrr� 'T TrT rrr� . a /� :r \//////// LABEL ///////7 LABEL r°,;,-e.'. J1111111 J 1J11111 J PROFESSIONA . No.0002050035 S/S FLAT WASHER S/S FLAT WASHER DO NOT DISCONNECT"TAG "DO NOT DISCONNECT"TAG SITE NAME: RAMADA INN RAWLAND S/S BOLT (1 OF 2) co No., ON ALL GROUNDING BAR S/S BOLT (1 OF 2) DO NOT ON ALL GROUNDING BAR DISCONNECT INTERCONNECTS AND DISCONNECT INTERCONNECTS AND SITE # CV3 1 0 1/16" MINIMUM SPACING EQUALIZERS 1/16" MINIMUM SPACING EQUALIZERS - SITE ADDRESS: 2116 NORTH HILL CHARLOTTESVILLE, VA 22911 LTE SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-1 EXTERIOR TWO HOLE LUG DETAIL NO SCALE 3 INTERIOR TWO HOLE LUG DETAIL I NO SCALE 4 NOT USED 5 i i • LEGEND SHELTER/ANTENNA SITE. 411.11.10. • CADWELD CONNECTION NOTES at&t (TYPICAL PER SECTOR) • MECHANICAL CONNECTION 1 GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY COMPRESSION CONNECTION rl� - 2 CONTACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM fie-. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND AT&T LIBERTY PLAZA 1 GROUNDING AND BONDING REQUIREMENTS (ATT-TP-76416) AND 4801 COX ROAD, SUITE 300 GROUNDING NOTES MANUFACTURER'S SPECIFICATIONS ` GLEN ALLEN, VA 23060 3 ALL GROUNDING CONDUCTORS SHALL BE COPPER, NO ALUMINUM e 1 CONNECTIONS CONDUCTORS SHALL BE USED DC-6 RAYCAP ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE CADWELD 1 DOME SURGE ETCPRO ALSL C BL E TOOLS UNDLL IDS, DEGR UNL RODS SO CABLE, SPLICES, DYNIS cc PROTECTION ETC ALL CABLE CONNECTIONS GROUND RODS, GROUND RODS SPLICES AND 11 LIGHTING PROTECTION SYSTEM AS INDICATED GROUND FOUNDATION ONLY GROUNDING KEY NOTES- AS INDICATED BY PM ALL MATERIALS USED (MOWS, WELDING, METAL, TOOLS, ETC) SHALL BE CADWELD PROCESS AND INSTALLED PER NOTES- 0 EXTERIOR GROUND RING #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT MANUFACTURERS RECOMMENDATIONS AND PROCEDURES GROUND LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST LINE AND Consider It C rteded. 3I CONDUCTOR SHALL HAVE A MINIMUM 24* BENDING RADIUS APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING 9020 MENDENHALL COURT,SUITE (ATT-TP-76416 2 2.3 5/7 5 1) COLUMBIA,MARYLAND 21045 1 �I 2 ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE x_ - - I CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO B TOWER GROUND RING THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND COATS OF GALVITE (WHITE) PAINT, OR SILVERBRITE (ALUMINUM) O AN ANTENNA TOWER'S LEGS, AND/OR GUY ANCHORS WHERE SEPARATE SYSTEMS 3 ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS �O'j �v 3 I ANTIOXIDANT COMPOUND APPLIED TO CONNECTION SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE TOWER M ^ Q I I I RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS ZI I 4 GROUND TESTS (ATT-TP-76416 7 5 1) Consultants GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT 4 SECOND AVENUE STANDARD PROCEDURES GROUND GRID RESISTANCE SHALL NOT EXCEEDSUITE 204 SECTOR GROUND 5-OHMS O GROUND ROD UL LISTED COPPER CLAD STEEL MINIMUM 5/8" DIAMETER BY DENVILLE.NJ 07834 BAR EIGHT FEET LONG ALL GROUND RODS SHALL BE INSTALLED WITH INSPECTION PHONE: 862209.4300 5 CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEST REPORT AS SLEEVES GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING FAX: 862.209-4301 FOLLOWS CONDUCTOR (ATT-TP-76416 1 4/ 7 51) t 1 ONE (1) COPY TO OWNER REPRESENTATIVE 2 ONE (1) COPY TO ENGINEER Op TOWER EXIT GROUND BAR #2 AWG SOLID TINNED COPPER BOND TO THE TOWER PROJECT NO' 12025-DYN 3 ONE (1) COPY TO KEEP INSIDE EQUIPMENT ENCLOSURE GROUND RING (ATT-TP-76416 755) I 6 ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUND LEADS TO BE f2 O FENCE AND GATE GROUND METAL FENCES WITHIN 7 FEET OF THE EXTERIOR DRAWN BY DPB AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. GROUND RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE 7 FOR ADDITIONAL GROUNDING NOTES SEE SHEET GN-1 OR GN-2 BONDED TO THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER CHECKED BY. NDB li / 'GROUND BAR AT CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET BONDS SHALL BE MADE / BOTTOM OF TOWER 8 ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN AT EACH GATE POST AND ACROSS GATE OPENINGS (Au-TP-76416 7 12 2 2) �/ JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR ir ____ OF EXTERIOR UNIT BONDS METALLIC OBJECTS. EXTERNAL TO OR MOUNTED TO THE 9 ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG TOWER, SHALL BE BONDED TO THE EXTERIOR GROUND RING (ATT-TP-76416 SOLD BARE AS REQUIRED 7 4 2 6) I 10 ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED ALL GROUND I WIRES PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE OG ICE BRIDGE SUPPORTS EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING (ATT-TP-76416 7 4 2 6) 3 11/13/13 REVISED PER CLIENT COMMENTS 2 10/31/13 ADDED TREE INVENTORY SHEET I 1 01/22/13 REV PER CUENT COMMENTS-JL I 0 07/16/12 INITIAL SUBMISSION REV DATE DESCRIPTION f Documents prepared by Com-Ex I Consultants,including this document,are to be used only for the specific project and specific use for which they were intended • Any extension of use to any other projects, by owner or by any other party,without the expressed written consent of Com-Ex PROPOSED Consultants,is done unlawfully and at the I TE-45 I users own nsk If used in a way other than CABINET I 1 that specifically intended,user will hold Corn-Ex Consultants,harmless from all claims and losses INFORMATION• DRANINGS IS MMBS GND BAR NOT: • •Gk D4't�,•LESS ACCOM•'• .BY THE STAmy_. SEAL& — I SIGNA "OF A PROFESSION.. WEER 0 01:E N. 04,_ I NI• . •L.AS DA ,.N�••ILE aOTCSUIONA .�0, F' aomsoae I I l PROPOSED SITE NAME: RAMADA INN RAWLAND' PURCELL EXISTING EXISTING EXISTING CABINET I SITE # CV31O 3106 CABINET 2106 CABINET EXISTING CCI PURCELL I I SITE ADDRESS: I CABINET 1 I 2116 NORTH HILL MMBS GND BAR CHARLOTTESVILLE, VA 22911 LTE I I I SHEET TITLE I EXISTING GROUND EQUIPMENT S — — — — — /RING — — — — — — S GROUNDING PLAN ill ill SHEET NUMBER G-1.1 GROUNDING ANTENNA ONE—LINE NO SCALE 1 ► GENERAL CONSTRUCTION NOTES: 411mii0 1 FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY 27 THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 ���� GENERAL CONTRACTOR — OVERLAND CONTRACTING INC (DYNIS) PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT ___, CONTRACTOR (CONSTRUCTION) STANDARD PROCTOR DENSITY IN OPEN SPACE ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL OWNER — AT&T BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE—APPROVED BY HE LOCAL JURISDICTION ��- 2 ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS 28 ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE LIBERTY PLAZA 1 REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER 4801 COX ROAD, SUITE 300 3 GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL 29 ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND GLEN ALLEN, VA 23060 CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF DOCUMENT$,FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE CONSTRUCTION AND PRIOR TO PAYMENT ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF 30 CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS—BUILT REDLINES TO THE GENERAL WORK CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENTDYNIS , • 4 ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 31 CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION APPLICABLE CODES, REGULATIONS, AND ORDINANCES GENERAL CONTRACTOR SHALL ISSUE ALL 32 THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR 'APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND Consider It C nelcfed. LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK SEWER SERVICE. AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED) 9020 MENDENHALL COURT,SUITE H 5 ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 33 OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES COLUMBIA,MARYLAND 21045 SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS PER MONTH. BY AT&T TECHNICIANS l 6 UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 34 NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED e APPURTENANCES,N AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON Cc)t 1 Ex THE DRAWINGSS 35 ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH J4 THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR 7 PLANS ARE NOT TO BE SCALED THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTUNE CONSTRUCTION OF GSM/GPRS WIRELESS SITES"AND "TECHNICAL SPECIFICATION FOR FACILITY Consultants ONLY UNLESS OTHERWISE NOTED DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS GROUNDING" IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE OTHERWISE NOTED SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE DRAWINGS, THE DRAWINGS SHALL GOVERN 4 SECOND AVENUE THEREFORE. IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS SUITE 204 REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 36 CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED DENVILLE.NJ 07834 OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORKPHONE: 220 DETAILS ARE INTENDED TO SHOW DESIGN INTENT MODIFICATIONS MAY BE REQUIRED TO SUIT JOB FOR CONSTRUCTION IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE FAX: 862.209.430.4301 GENERAL CONTRACTOR IMMEDIATELY DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK 37 CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS 8 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 38 INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROJECT NO' 12025—DYN MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE PROVIDED BY THE SITE OWNER CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION DRAWN BY' DPB 9 IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE 39 NO WHITE STROBE LIGHTS ARE PERMITTED LIGHTING IF REQUIRED, WILL MEET FM STANDARDS CHECKED BY: NDB ENGINEER PRIOR TO PROCEEDING AND REQUIREMENTS 10 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT 40 ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS RECOMMENDATIONS CONTRACT WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION Ti GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES 12 ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS 13 SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY 3 11/13/13 REVISED PER CLIENT COMMENTS LOCAL JURISDICTION CONTRACTOR SHALL KEEP AREA CLEAN. HAZARD FREE, AND DISPOSE OF ALL DEBRIS 2 70/31/13 ADDED TREE INVENTORY SHEET 1 01/22/13 REV PER CUENT COMMENTS-JL 14 WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES THE 0 07/16/12 INITIAL SUBMISSION SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT REV DATE DESCRIPTION DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION 15 CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR Documents prepared by Corn-Ex TO COMMENCEMENT OF WORK Consultants,Including this document,are to be used only for the specific project and 16 THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS. CURBS, LANDSCAPING specific use for which they were intended AND STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE Any extension of use to any other projects, SATISFACTION OF THE OWNER by owner or by any other party,without the expressed written consent of Com-Ex 17 THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF Consultants,is done unlawfully and at the CONSTRUCTION users own nsk. If used in a way other than that specifically intended,user will hold 18 GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND Com-Ex Consultants,harmless from all CONTRACTORS TO THE SITE AND/OR BUILDING. claims and losses INFORMATION" •F DRAWINGS IS 19 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE Not•,a,-,,Rgcld0L,1 LEss DURATION OF CONSTRUCTION UNTIL JOB COMPLETION ACCO :•,.•Al THE S • j41f.SEAL& N SIG . OF A PROFESSIO • GINNER 20 THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES ' �, ,LAOKA 21 THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF i I• N. 14. NOT LESS THAN 2—A OT 2—A10—B C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO P 4. ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION N -. ,LASD.,Y •ILE 22 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED • _PROFE5510 Sr� • No.0401050435 AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW THIS SHALL INCLUDE BUT NOT BE SITE NAME: RAMADA INN RAWLAND LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION SITE # CV3I O 23 ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES, WHICH INTERFERE SITE ADDRESS: WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED. CAPPED. PLUGGED OR OTHERWISE 2116 NORTH HILL AT POINTSDIRECTED DISCONNECTEDBY THE RESPONSIB EHENGNEER. AND SUBJECTWILL NOT INTERFERE TH TO THETHEE AXECUTION PPROVAL OF THE OWNEOF THE R CHARLOTTESVILLE, VA 22911 AND/OR LOCAL UTILITIES LTE 24 THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED SHEET TITLE TO PREVENT EROSION 25 CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION GENERAL EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION. SHALL BE IN CONFORMANCE CONSTRUCTION NOTES WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 26 NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT SHEET NUMBER GN-1