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HomeMy WebLinkAbout24-04 Design PlanSHENANDOAH MOBILE COMMUNICATIONS SITE NAME: BOWLING GREEN RIDGE 226 STONEY HILL ROAD GORE, VA 22667 NEW EQUIPMENT AND NEW ANTENNAS ON A NEW 195' MONOPOLE (REPLACING EXISTING MONOPOLE) VICINITY MAP NO SCALE CDMA084 SITE NAME: BOWLING GREEN RIDGE kSHEETINIDEX DESCRIPTION REV. INIT. APPLICANT: DRIVING DIRECTIONS FROM THE INTERSECTIONOF 1431 AND ROUTE 37 AT EXIT 310. PROCEED NORTH ON ROUTE 37 APPROXIMATELY 5.3 MILES TO THE INTERSECTION OF ROUTE 37 AND ROUTE 50. PROCEED WEST ON ROUTE 50 APPROXIMATELY 9 MILES TO INTERSECTION OF ROUTE 50 AND ROUTE 688. PROCEED RIGHT (EAST) ON ROUTE 688 FOR APPROXIMATELY 1/4 MILE TO GRAVEL ACCESS ON THE RIGHT. TURN RIGHT AND BEAR LEFT THROUGH GATE AND UP THE HILL TO THE EXISTING COMPOUND - LAT.: 39"15'59.93" N LONG.: 78"18'OL.53" W (NAD 83 J PROJECT DESCRIPTILINSTALLATION THIS PROJECT CONSISTS OF THOF PCS EQUIPMENT, SUPPORT FBRIDGES, AND ANTENNA FRAMEN A NEW MONOPOLE 2 BUILDING CODE 6273 NORTHWESTER PIKE USE GROUP: U (UTILITY) 2 CONST. TYPE: TOWER - 2C A-5 160 SQUARE FEET 2 SITE NUMBER: SITE 084 HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. I PROJECT SUMMARY I SITE NUMBER: CDMA084 SITE NAME: BOWLING GREEN RIDGE kSHEETINIDEX DESCRIPTION REV. INIT. APPLICANT: TITLE SHEET 2 MNT POWER PROVIDER: PROPERTY INFORMATION PLAT 2 MNT ARCHITECTURAL SITE PLAN 2 MNT J TOWER ELEVATION / ANTENNA DETAILS 2 MNT a SITE DETAILS 2 MNT 6273 NORTHWESTER PIKE SITE DETAILS 2 MNT A-5 FENCE DETAILS 2 MNT E -I GROUNDING DETAILS 2 MNT E-2 GROUNDING DETAILS 2 MNT E-3 GROUNDING PLAN AND DETAILS 2 MNT GN -I GENERAL NOTES 2 MNT GN -2 GENERAL NOTES 2 MNT CALE DRAWINGS HALL VERIFY ALL PLANS 8, DIMENSIONS &CONDITIONS rTHEJOBE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN Y DISCREPANCIES BEFORE PROCEEDING ':ITH THE SPONSIBLE FOR THE SAME. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. I PROJECT SUMMARY I SITE NUMBER: CDMA084 SITE NAME: BOWLING GREEN RIDGE SITE ADDRESS: 226 STONEY HILL ROAD GORE, VA 22637 APPLICANT: SHENTEL ZONING DISTRICT: SHENANDOAH MOBILE COMMUNICATIONS POWER PROVIDER: PO. BOX 459 PHONE PROVIDER: EDINBURG, VIRGINIA 22824-028 PHONE: 540-984-5123 PROPERTY OWNERS: KENNETH C. POOLE 214 STONEY HILL ROAD GORE, VA 22637 a NANCY L. POOLE 6273 NORTHWESTER PIKE GORE, VA 22637 ENGINEER: DYNATEK TELECOMMUNICATIONS 435 CRESTVIEW DRIVE TRANSFER, PA 16154 PHONE: 800.838.3224 FAX: 724.646.1384 CONTACT: MARK THOMPSON ZONING JURISDICTION: FREDERICK COUNTY TAX MAP NUMBER: 28-A-165 DEED BOOK & PAGE No.: DEED OF GIFT BOOK 93L, PAGE 634 AND BOOK 93L, PAGE 637 MAGISTERIAL DISTRICT: GAINESBORO ZONING DISTRICT: RA - RURAL AGRICULTURAL POWER PROVIDER: ALLEGHENY POWER PHONE PROVIDER: VERIZON APPROVAL LIST SITE AC ZONING R.F CONSTR. MANAGER NETWORK -TELCO NETWORK -POWER PROPERTY OWNER/REP FREDERICK COUNTY ZONING ADMINISTRATOR: DATE: SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE = : SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 98L-5123 Dvnatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fax724-646-1384 www. dyn atektel ecom. com DYNATEK 4843 PROJ NO DRAWN BY. M.N.T. CHECKED BY: D C.B. SUBMITTALS 2 9/13/0/. REVISED FINAL 1 9/9/04 FINAL 0 1 8/12/04 I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS ST ITED. �c U DAVID C. BAUDO NO. 01A81 Yj �/r3 /a �RCFRIF�t.,�1 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 PROJECT SITE �o 13 � 12 2 3 4 S 1 1 4PLl 10 9 6 8 MOPEW MQNft At NO SCALE 1. Map 28-A Parcel 1658 Poole, Charles K. Jr. Zoned RA Use: Residential 2. Map 28-A Parcels 165 and 165A Poole, Nancy L. & Kenneth Charles Jr. Zoned: RA Use: Residential Parcel 165 Parcel 165A 3. Map 28-A Parcel 164 Adams, Charles F. Zoned RA Use: Residential 4. Map 28-A Parcel 161C Adams, Charles F Zoned: RA Use: Residential 5. Map 28-A-158 Speiss, Kurt Zoned RA Use: Agricultural 6. Map 28-A Parcel 157 Luttrell, Isaac L. Zoned: RA Use: Agricultural 7. Map 28-A Parcel 133 Hunt, Gary R, and Sheila J. Zoned: B2 Use: 41 8. Map 28-A Parcel 132 Mayhew, Raymond H. and Jean E. Zoned: RA Use: Agricultural 9. Map 28-A Parcel 131 Mayhew, Raymond H. and Jean E. Zoned RA Use: Agricultural 10. Map 28-A Parcel 130 Poole, Kenneth Zoned: RA Use: Agricultural 11. Map 28-A Parcel 129 Dove, Edward W. Zoned: RA Use: Agricultural 12. Map 28-A-166 Shugoor, Antony D. and Lisa Lytton Zoned: RA Use: Residential 13. Map 28-A-170 McKee, Charlotte B. %Stephen Butler Zoned: RA Use: Agricultural ADJOINING PROPERTY OWNER INFORMATION I NUMBER DIRECTION DISTANCR LI S 33'40'58" E 299.38' L2 S 60'43"06" E 189.61'. - L3 S 01-12-06" E 120.36'* L4 S 33'40'58" E 70.00 ., 1-5 S 56'19'02" W 70.00' L6 N 33'40'58" W 70.00 - L7 N 56'19'02" E 70.00 I 374.41' s LEASE AREA 4900 S0. FT. OR 0. t 12 AC. APPROXIUATELY 600' TO SIDE SI 125' MONOPOLE (UNLIT) Eb / L / �/ // 1a.72" / ROO FND _ V! S 58'19'02" W ROD FNO I' 1 400.18' 25' EGRESSAND WAESS 4 \ COPY OF ORIGINAL APPROVED LEASE AREA SURVEY ?l� NOTE: THE FOLLOWING EASEMENTS WERE LISTED IN THE TITLE REPORT PREPARED By BRYAN 3 COLEMAN, PLC. FILE /+32456 2.j PoTOA6IC EDISON COMPAW EASEMENT FOR �RESIOENTIAL ,ERVICE CONNF-nON FAS -VENT DOES NOT AFFECT SUBJECT LEAS:.IAREF 06 735 3.) CHES EAKE AND POTOMAC TELEPHONE COMPANY EASEMENT FOR POLES, FIXTURES. GUY WIRES. ETC. ALONG rNE NCRTH SIDE OF ROUTE 50; D.B. 283 PC. 387. EASEMENT DOES NOT AFFECT SUB: 4T LEASE AREA 4.) NOFfHERN VIRGINIA POWER COMPANY EASEMENT FOR POLE UNEI ESTABLISHED FOR WORK BEING DONE FOR WIDENING OF'ROUTE,W :0 FOUR LANES; D.B. 286 PG. 283 EASEMENT DOES NOT AFFECT SUBJECT LEASE AREA 5.) NORTHERN MRGMM POWER COMPANY EASEMENT FOR ELECTRIC SERvCE TO BARN; D.B. 279 PG. 569. EASEMENT DOES NOT AFFECT NVB:FC' LEASE AREA. 6-) ORIiENN VIRGINIA POWER COMPANY EASEMENT FOR CONSTRUCTNG, OPE:NTING'AN O MAINTAINING AN ELECTRIC LINE: 09. 247 PC 21B- EASEUENT DOES NOT AFFECT SUBJECT LEASE AREA- 7) REA7) NORTHERN VIRGINIA POWER COMPANY EASEMENT FOR RESIDENTIAL POWER SERv10E: D.8. 208 PG. 12. EASEMENT DOES NOT AFFECT SUBJECT LEASE AREA SHENTEL, SHENANDOAH MOBILE COMMUNICATIONS P.O. Box 459 EDINBURG, VA 22824-0280 (540) 984-5123 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fax 724-646-1384 www. dy n atektel ecom. com DYNATEK 4843 PROD. NO.: DRAWN BY: M N C}IECKED BY. D-C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 0 8/12/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIFNT NAME IS ST TED. U DAVID C_ BAUDO 111387 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: PROPERTY INFORMATION PLAT SHEET NUMBER: C-1 30' POPLAR FND ROD FNp \� o S 53'39"36" W 374.41' CHARLESKENt:ETH POOLEt"PAROEL 28-A-165 D.83d0 PG, 579ZONM RA 1 DiAR ES KENNETH rr".:E,1R12%a60 TAR PARCEL Ag, 28-A-1658O.B. 746 PG. 1243 /3-03794 SETBACK LINE . , ZONED RA5-000 AC. f ______________RLES KENNETH POp(,E PARCEL 28-A-i65A POTOMAC EDISON COMPANY 779 PG. 699 EASEMENT FOR POWER LINE ED RA I D.B. 441 PG. 784 AC. - '�- BENaI I W ®WITH POWER POLE ♦ I �' . ..I POWER POLE C'ROB - 824.12' POWER POLE STONY HILL RW) (ROUTE 372.66' TOTAL _ ♦ - - (40' RIY 688 _ . PER 0.8. 407 P0. 72). S 53'43'26. W - - . . ASPHALT 0?5 (fS 70 0" 30 \ ROD FND NUMBER DELTA CHORD BRG. I TANGENT RADIUS ARC CHORD CI 27'02"08 IS 47' 12'02" E 118.03 75.00 35.39 35.06 C2 59'31'00" IS 3957'36" E 142.88 75.00 77.91 74.45 COPY OF ORIGINAL APPROVED LEASE AREA SURVEY ?l� NOTE: THE FOLLOWING EASEMENTS WERE LISTED IN THE TITLE REPORT PREPARED By BRYAN 3 COLEMAN, PLC. FILE /+32456 2.j PoTOA6IC EDISON COMPAW EASEMENT FOR �RESIOENTIAL ,ERVICE CONNF-nON FAS -VENT DOES NOT AFFECT SUBJECT LEAS:.IAREF 06 735 3.) CHES EAKE AND POTOMAC TELEPHONE COMPANY EASEMENT FOR POLES, FIXTURES. GUY WIRES. ETC. ALONG rNE NCRTH SIDE OF ROUTE 50; D.B. 283 PC. 387. EASEMENT DOES NOT AFFECT SUB: 4T LEASE AREA 4.) NOFfHERN VIRGINIA POWER COMPANY EASEMENT FOR POLE UNEI ESTABLISHED FOR WORK BEING DONE FOR WIDENING OF'ROUTE,W :0 FOUR LANES; D.B. 286 PG. 283 EASEMENT DOES NOT AFFECT SUBJECT LEASE AREA 5.) NORTHERN MRGMM POWER COMPANY EASEMENT FOR ELECTRIC SERvCE TO BARN; D.B. 279 PG. 569. EASEMENT DOES NOT AFFECT NVB:FC' LEASE AREA. 6-) ORIiENN VIRGINIA POWER COMPANY EASEMENT FOR CONSTRUCTNG, OPE:NTING'AN O MAINTAINING AN ELECTRIC LINE: 09. 247 PC 21B- EASEUENT DOES NOT AFFECT SUBJECT LEASE AREA- 7) REA7) NORTHERN VIRGINIA POWER COMPANY EASEMENT FOR RESIDENTIAL POWER SERv10E: D.8. 208 PG. 12. EASEMENT DOES NOT AFFECT SUBJECT LEASE AREA SHENTEL, SHENANDOAH MOBILE COMMUNICATIONS P.O. Box 459 EDINBURG, VA 22824-0280 (540) 984-5123 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fax 724-646-1384 www. dy n atektel ecom. com DYNATEK 4843 PROD. NO.: DRAWN BY: M N C}IECKED BY. D-C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 0 8/12/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIFNT NAME IS ST TED. U DAVID C_ BAUDO 111387 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: PROPERTY INFORMATION PLAT SHEET NUMBER: C-1 EXISTING 12' WIDE CHAIN-LINK FENCE GATE EXISTING UTILITY BACKBOARD X X X X FE x SUGGESTED POWER ROUTING (SHALL BE 12" MIN. INSIDE FENCE) T -r T T x EXISTING VERIZON CSC CABINET SUGGESTED TELCO ROUTING (SHALL BE 12" MIN. INSIDE FENCE) x x x w PROPOSED 195' MONOPOLE (FOUNDATION SHALL BE A MINIMUM OF 6' FROM EXISTING MONOPOLE FOUNDATION) x w x PROPOSED SHENTEL GP MOUNTED ON ANTEf x ARCHITECTURAL SITE PLAN EXISTING ICE BRIDGE SHALL BE REMOVED EXISTING MONOPOLE TO BE REMOVED T T— E E E E E X X X PROPOSED SHENTEL 10'x16' EQUIPMENT PAD x 28'-3" X I X X X. EXISTING EQUIPMENT PLATFORM PROPOSED SHENTE ICE BRIDGE I_ PRIMARY - , RAplO BATTERY . Moo CELL CABINET I CABINET ° T T- E E E X X PROPOSED 12'x22' SHENTEL LEASE AREA PROPOSED POST MOUNTED WORK LIGHT (DIRECTED TOWARD CABINETS) 22._0• X X X X x EXISTING ICE BRIDGE (SHALL BE EXTENDED TO NEW MONOPOLE) EXISTING 6' HIGH CHAIN-LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP EXISTING VERIZON EQUIPMENT SHELTER EXISTING CONCRETE STOOP 11._6. I I I 0 _I x I X X X 0 KPROPOSED SHENTEL PPC RACK PROPOSED 6' HIGH CHAIN-LINK FENCE W/ 3 STRANDS OF BARBED WIRE ON TOP (COMPOUND EXPANSION) 2' 0 2' 4' 6' SCALE- .-:'SHENTEL, SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG. VA 22824-0280 (540) 984-5123 Dynatek DYNATEK 4843 PROJ, NO-- DRAWN BY: M.N.T. CHFCKED BY: D_C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 0 1 8/12/04 1 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE- ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STR BITED- �,0�� oppG l ,o . U DAVID C. BAUDO 1187 144D BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: ARCHITECTURAL SITE LAYOUT SHEET NUMBER: A-1 ANTENNA INSTALLATION NOT PROPOSED LIGHTING ROD 1. AZIMUTHS OF ANTENNA SHALL BE AS FOLLOWS: SECTOR 1=50' SECTOR 2=175' SECTOR 3=280' 2. SHENANDOAH PERSONAL COMMUNICATIONS REQUIRE A 3RD C2:'F'SHEHTEL, PARTY CERTIFICATION FOR THE AZIMUTH & RAD CENTER OF EACH ANTENNA. SECTOR C - 280 SHENANDOAH MOBILE COMMUNICATIONS 3. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA ffhn P.O. BOX 459 WITH A DIGITAL LEVEL. Al EDINBURG, VA 2282E-0280 (540) 984-5123 4. CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION C1 THAT ANTENNAS ARE PLUMB. PROPOSED SHENTEL ANTENNAS SECTOR A — 50' Dynatek 82 TELECOMMUNICATIONS SERVICES 04 SECTOR 8 — 175' 435 Crestview Drive 'C~ A2 Transfer, PA 16154 Phone: 800-838-3224 Fax 724-646-1384 B 1 www. dynatektelecom.com DYNATEK 4843 PROJ. NO.: DRAWN BY: M N -T. ANTENNA ORIENTATION 1 CFIECKED BY: D.C.B. F n m EXISTING VERIZON ANTENNAS RELOCATED FROM w EXISTING POLE ® SAME RAD CENTER (98') z J K z Z W U I ? I a COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND RADIUS 7y" 10" 7A 1$.. 1Y4" 22" 1 28" OBSTRUCTIONS MUST BE BELOW 15' SUBMITTALS 's. 0. MINIMUM OF 75% OR 2 9/13/04 REVISED FINAL 270' IN A SOUTHERLY DIRECTION 9/9/04 FINAL GPS MINIMUM SKY VIEW REQUIREMENTS 0 8/12/04 1 ISSUED FOR REVIEW z COAX BEND TABLE 3 GPS ORIENTATION DETAIL 2 THE INFORMATION CONTAINED IN o THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY a USE OR DISCLOSURE OTHER THAN a THAT WHICH RELATES TO CLIENT o NAME IS STRIC HIBITED. a (iDA &LTPROPOSED SHENTEL GPS ANTENNA MOUNTED ON ICE BRIDGE SUPPORT POST PROPOSED SHENTEL EQUIPMENT PAD PROPOSED SHENTEL ICE BRIDGE EXISTING EQUIPMENT SHELTER 2��aEXISTING GRAD �FGiIP C. BAUDO 011187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: ELEVATION/ EXISTING r ,� EVATION/ yrs'S.�`r„„���_,<<y EXISTING CHAIN LINK FENCE ANTENNA DETAILS WITH STRANDS OF BARBED WIRE - SHEET NUMBER: 0 16' SCALE : -G ^/ TOWER ELEVATION 5 CABLE CODING SCHEDULE 4 SECTOR 1 SECTOR 2 SECTOR 3 COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) TRX RX TRX RX TRX RX ANTENNA JUMPER FLC 12 50J 1/2" C1 C2 FLC 12 SOJ 1/2..6' C1 C2 FLC 12 SOJC1 1/2..6' C2 6' 6' 6' 6' MAIN CABLE 1 5/8" 225' 225' 1 5/8" 225' 225' 1 5/8" 225' 225' EQUIPMENT JUMPER FLC 12 50J 1/2" 4' 4' FLC 12 50J 1/2" 4' 4' FLC 12 50J 1/2" 4' 4' CABLE COLOR CODE C1 YELLOW BROWN WHITE C3 RED BROWN WHITE C5 GREEN BROWN WHITE C2 YELLOW WHITE WHITE C4RED WHITE WHITE C6GREEN WHITE WHITE ANTENNA RV65-19—OODP RV65-19—OODP RV65-19—OODP RADIATION CENTER 195' 195' 195' MOUNT TYPE LOW PROFILE ANTENNA PLATFORM MC—PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC—PA12S-9-72 LOW PROFILE ANTENNA PLATFORM MC—PA12S-9-72 AZIMUTH 50 DEGREE 175 DEGREE 280 DEGREE DOWN TILT 0 DEGREE 0 DEGREE 0 DEGREE �FGiIP C. BAUDO 011187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: ELEVATION/ EXISTING r ,� EVATION/ yrs'S.�`r„„���_,<<y EXISTING CHAIN LINK FENCE ANTENNA DETAILS WITH STRANDS OF BARBED WIRE - SHEET NUMBER: 0 16' SCALE : -G ^/ TOWER ELEVATION 5 CABLE CODING SCHEDULE 4 1 5/8" UNI-� SECURED TO F WITH U -E a CONCRETE FOOTING NOTE: THE METER BACKBOARD SHALL BE CONSTRUCTED IN A SIMILAR FASHION. PPC BACKBOARD DETAIL 3 EQUAL. ANTENNA MOUNTING DETAILS ADJUSTABLE CO -LOCATION MOUNTING PIPES AS MANUF. BY ...- „ PA12S-9-72 OR APPROVED PROPOSED GPS ANTENNA 2" POWER CONDUIT TO POWERHOUSE 2" POWER CONDUIT FROM METER UNIT 2" TELCO CONDUIT TO BTS UNIT AND 2" TELCO CONDUIT FROM TELCO DEMARC 3' 2'- 1 " - 3" O I 1" LIQUID TIGHT FLEXIBLE CONDUIT FOR GROUNDING (TYP.) 03 � 6" 0 0 ID - x- cli 00 00 I N Ln WAVEGUIDE ICE BRIDGE 1 - 2 1 EQUIPMENT PAD LAYOUT DETAIL 2" TELCO CONDUIT FROM PPC TO BTS UNIT 10' NOTE: GROUNDING LEADS ON EQUIPMENT PAD MUST BE SECURED. 1'-5" SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (54O) 984-5123 � Dynatek DYNATEK 4843 PROD. NO DRAWN BY: M.N T. CHECKED BY: D.C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 08/12/04 ISSUED FOR REVIEW D THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. o�,4,EAL'TH U DAVID C. BAUDD c I118� qR� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-4 I 2" POWER CONDUIT FROM PPC TO POWERHOUSE 0 0 6 Z 0 m af u. 2" TELCO CONDUIT FROM PPC TO BTS UNIT 10' NOTE: GROUNDING LEADS ON EQUIPMENT PAD MUST BE SECURED. 1'-5" SHENTEL SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (54O) 984-5123 � Dynatek DYNATEK 4843 PROD. NO DRAWN BY: M.N T. CHECKED BY: D.C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 08/12/04 ISSUED FOR REVIEW D THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. o�,4,EAL'TH U DAVID C. BAUDD c I118� qR� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: SITE DETAILS SHEET NUMBER: A-4 I ------------------------------------------------------------ FINISHED GRADE, AC OR''SHEHTEL CONC PAVING MATCH TRENCH :2;: SLOPE AND THICKNESS ° COMMUNICATIONS EXISTING #2 BARE TINNED COPPER WIRE I ° a ° ° Q ° I SHENANDOAH MOBILECOMMUNICATIONS (EQUIPMENT GROUND RING) METALLIC WARNING TAPE P.O. a ° ° a I J P.O. BOX 459 (TYPICAL FOR 6) I ° ° J ° 1 (DINBURG, A 2282L-0280 rvv TOWER BOTTOM ° ° COAX CABLE GROUND BAR I ° ° " I GROUND KIT Y ' UNDISTURBED LOCATION OF GROUND z yy ATTACHMENT SPEC. YY TO INSTALLATION J e I w g , w � �; r• #6 STRANDED TINNED WIRE I TOWER TOP GROUND BAR 2 BARE TINNED COPPER WIRE!° � a COMPACTED BACKFILL PER yr SPECIFICATION EARTHWORK I ° ° I Dynatek OR CLEAN CONCRETE I ° I #6 STRANDED TINNED WIRE 1 a:] ° ° J -' I TELECOMMUNICATIONS SERVICES ° ° d I ELECTRICAL CONDUIT (MIN. TELCO CONDUIT (MIN. 3" I I 435 Crestview Drive 3" PVC SCH 40) WHERE PVC SCH 40) WHERE 4/0 STRANDED COPPER WIRE 2 BARE TINNED COPPER WIREI I 435TrziCres, PA 16riv APPLICABLE APPLICABLE (GREEN THWN INSULATION) Q _ a ° , Phone 800-838-3224 154 #2 BARE TINNED COPPER WIRE — _ ° PRIMARY RADIO ° I 6" MIN. —1 ° ° ° Fax -724 646-1384 NP' #2 BARE TINNED COPPER WIRE _ I 4 BATTERY w MOD CELL d I ww_dynatektelecomcom RY ° 4 a CABINET a ° #2 BARE TINNED COPPER WIRE I ° ° ° I RO "4NOK NOTE TO CONTRACTOR- 4843 INSTALL PULL BOXES ON RUNS EXCEEDING 4 90' BENDS PER NEC #2 BARE TINNED COPPER WIRq ( ) STANDARDS. 1 ,, a DRAWN BY. M N.T. � ° 2 BARE TINNE---- �`- -- �- ----- CONDUIT SEPARATION TO BE VERIFIED WITH LOCAL UTILITY CO. �0D� PPER WIRE \ - CHECKED BY: D.CB_ CONTRACTOR TO INSTALL DB60 NYLON PULL STRING IN POWER AND �----------------- -- — TELCO CONDUITS. METER DISCONNECT GROUNDING ICE PPC SWITCH SYSTEM BRIDGE CABINETS 6" 3„ SUBMITTALS A MINIMUM OF 1' OF STONE DUST REQUIRED IN BACKFILL. 4'-10" 8 2'-1" 7" ANTENNA COAX GROUND KIT (3 SECTORS) 8'-8" 6" 2'-3" TELCO/POWER UTILITY TRENCH DETAIL T21 GROUNDING DIAGRAM 2 9/13/0[. REVISED FINAL PROPOSED 1 9/9/04 FINAL ANTENNA (TYP.) 0 8/12/04 1 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN ICE BRIDGE POSTS THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY THAN ICE BRIDGE DIA. x 24" DEEP THATODISCLOSURE 8" WHICROTHER IENT INSPECTION WELL P.V.C. #2 AWG SOLID TINNED COPPER NAME IS D. SOIL PIPE WITH CAP WIRE TEST LOOP EXTENSION OR EQUIVALENT x a CRUSHED ao EQUAL FDO FILLTESTWELL TO C EXISTING GRADE _ _ _ I WITHIN 2" OF TOP OF GROUND DAVID C. BAUDO N LOOP WIRE V CF' a .. _ PROPOSED No. 01 1197 T—FRAME z —I I1-111=1II-1 I I I1=1I1-1_11-1 - - - - PRIMARY BATTERY -- /(?J' X `7 2" TELCO CONDUIT COAX JUMPER to -III III—III-- =III -III o MOD CELL CABINET TO ANTENNAS z O CABINET � -SII—III=III o00 _— '7�lR�riS�,• -III=�=III ►►77IIllv�— • - 000 GROUND KIT n O 0000 o III w l-- 0 00 ° #2 SOLID 0o II COPPER BOWLING GREEN COAX CABLE ° GROUND BAR RIDGE CADWELD SITE 084 o (TYP.) C#2 AWG OPPER WIREID CADWELD 226 STONEY HILL ROAD GORE, VA 22637 0 0 0 5/8" DIA. x 10' LONG CONNECTION (TYPE—GT) TO o o COPPER CLAD GROUND ROD GROUND ROD — — — — — � 2" A.C. CONDUIT CADWELD SHEET TITLE: GROUNDING #2 BARE TINNED COPPER WIRE DETAILS 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER BOTTOM GROUND BAR SHEET NUMBER: 4/0 STRANDED COPPER WIRE E 1 (GREEN THWN INSULATION) TO TOWER STEEL ICE BRIDGE LAYOUT 151 ANTENNA GROUNDING DETAIL 141 GROUND TEST WELL DETAILS 13 50OW QUARTZ LIGHT. ORIENT TO SHINE ON EQUIPMENT UTILITY RACK GRADE SUPPORT POST ON/OFF SWITCH z � TELCO POWER ® MECHANICAL CONNECTION A�o� 7 ®o pogo 6�;ll Q GROUND RING GFI DUPLEX RECEPTACLE PRIMARY RADIO BATTERY Q U #2 AWG BCTW 6:;l) MOD CELL CABINET CSC CABINET CABINET GROUND ROD o COPPERWELD 5/8"0x10'-0" LONG 3" CONDUIT FROM POWER UTILITY. 90' ELBOW AND RISER SHALL BE PVC 0 SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) ELECTRICAL RISER DIAGRAM 4" CONDUIT FROM TELCO UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) 2" PVC FROM CSC CABINET (QUAZITE HANDHOLE) 2" PVC FROM POWER UTILITY 5 3/4" 7/16" 0 0 2" 0 0 0 0 0 O 0 O D O 0 0 00 0 0� 0 T O 0 O p 0 " 1 LEGEND 1- COPPER GROUND BAR, Y4"X 4"X 20". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- INSULATORS. 3- 5/8" LOCKWASHERS. 4- WALLMOUNTING BRACKET. 5- 5/8-11 X 1" H.H.C.S.BOLTS. STANDARD GROUND BAR DETAIL 2" PVC TO PPC BTS RADIO CABINET 2" PVC TO PPC BTS POWER CABINET FROM ANTENNA JUMPER REQUIRED ONLY WHEN 1 1/4"0 AND LARGER (TYP.) CA13LEWAVE CONNECTOK WEATHERPROOFING KIT (TYP.) GROUNDING DETAIL NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. WEATHERPROOFING KIT, CABLEWAVE (TYP.) STANDARD CABLEWAVE GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO CABLE TRAY (TYP.) 6 AWG IHARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA GROUND ROD DETAIL MECHANICAL TYPE CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER DEMI 6, E-2 2 I WORK LIGHT DETAIL #6 AWG FROM ANTENNA CABLE GROUND KIT I MECHANICAL TYPE CONNECTION TO BE USED WITH #4 AWG BCTW TO BUILDING OR GROUND RING CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS 4 1 GROUND BAR DETAIL 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP COLLECTOR GROUND BAR TWO HOLE LUG TO BE USED - WITH #4 BARE TINNED COPPER WIRE TO GROUND RING o. 0 GROUND BAR INSTALLATION OF GROUND WIRE TO TOWER BOTTOM GROUND BAR ��:. SHEIVTEL, SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG. VA 22824-0280 (540) 984-5123 Dvnatek DYNATEK 4843 PRO1 NO: DRAWN BY: MNT. CHECKED BY: D.C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 0 1 8/12/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PROHIBITED. 3 o���pLTH O DAVID C. BAUDO o. /0111187 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-2 STANDARD EQUIPMENT GROUNDING DETAIL ELECTRICAL SYNfBOLS ® GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS e XIT GROUND ROD ® GROUND ROD POWER PROTECTION CABINET DISCONNECT SWITCH O METER ON METER/BREAKER UNIT RACEWAY CIRCUIT BREAKER GEN GENERATOR A MECHANICAL TYPE CONNECTION ELECTRICAL METALLIC TUBING CADWELD TYPE CONNECTION ---- GROUNDING WIRE --�I CB INTERLOCKING MECHANISM ABBREVIATIONS AWG AMERICAN WIRE GAUGE BCTW BARE COPPER TINNED WIRE GPS GLOBAL POSITIONING SYSTEM PCS PERSONAL COMMUNICATION SYSTEM PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET RWY RACEWAY TYP. TYPICAL RGS RIGID GALVANIZED STEEL EMT ELECTRICAL METALLIC TUBING DWG DRAWING IGR INTERIOR GROUND RING (HALO) ACCA ANTENNA CABLE COVER ASSEMBLY MIGB MASTER ISOLATED GROUND BAR CIBGE COAX ISOLATED GROUND BAR EXTERNAL BTS BASE TRANSMISSION SYSTEM GEN GENERATOR GR GROWTH SICW STRANDED INSULATED COPPER WIRE KEYED NOTES: iO GROUND RING SHALL CONSIST OF #2 AWG SOLID BARE TINNED COPPER WIRE BURIED 36" BELOW FINISHED GRADE OR 6" BELOW FROST LINE. 0 #2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING. (FOR LOCATIONS SEE DETAIL ON SHEET A-4) O INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER. ® 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10'-0" O.C. O #2 AWG COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE POST. © #2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR FOR UTILITY METER (NOT SHOWN) O7 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. ® 1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR. O 1/4" X 4" X 20" TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. QO #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) 1O TEST WELL WITH GROUND BAR (2 TYPICAL) #2 AWG SOLID BARE COPPER TINNED WIRE TO EQUIPMENT GROUND RING WITH TINNED SOLID COPPER CONDUCTOR TO GROUND BAR INSIDE CSC CABINET O3 #2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH TINNED SOLID COPPER CONDUCTOR TO CSC CABINET NOTES: 1. ALL GROUNDING SYSTEM CONDUCTORS AND CONNECTIONS BELOW GRADE SHALL BE THERMAL WELDS AT GROUND RODS AND AT A MINIMUM OF 30" OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. 3. ALL GROUND WIRE SHALL BE #2 AWG SOLID BARE COPPER TINNED UNLESS NOTED OTHERWISE. 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. 5. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING WITH FOUNDATION AND UNDERGROUND CONDUIT. 6, EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE GROUND RING WITH #2 AWG INSULATED STRANDED COPPER WIRE. SEE DETAIL 1 ON SHEET A-4 FOR GROUNDING LEAD LOCATIONS. 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR 8. KOPR—SHIELD ANTI—OXIDATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 9. ALL CADWELD CONNECTIONS SHALL BE INSTALLED UTILITIZING THE PROPER CONNECTION/TOOL AND MATERIALS FOR THE PARTICULAR APPLICATION. 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. HARDWARE FOR BOLTED CONNECTIONS SHALL BE A MINIMUM OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. 11. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. PLASTIC CLIPS OR METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTORS SHALL BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. 14. THE GROUNDING CONNECTION TO THE POWER AND TELCO SECTIONS OF THE PPC CABINET SHALL BE MADE BY CONNECTING A CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUS BAR IN EACH COMPARTMENT. 15. ALL GROUND LEADS (ABOVE GROUND) WILL BE PLACED IN 3/4" LIQUID TITE FLEXIBLE CONDUIT, WITH THE EXCEPTION OF THE GROUND LEADS GOING TO BOTTOM TOWER BUSS BAR WHICH WILL BE IN RIGID PVC 16. ALL CONDUITS THAT LAY ON EQUIPMENT PAD SHALL BE SECURELY FASTENED DOWN TO CONCRETE PAD. NOT TO SCALE <;.. SHENTEl SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fax: 724-646-1384 www. dynatektelecom.com DY1 ATEK 4843 PRO], NO.: DRAWN BY: M.N.T. CHECKED BY: D.C.B_ SUBMITTALS 2 9/13/04 REVISED FINAL 1 9/9/04 FINAL 0 8/12/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH T�CLIENT NAME IS ED. DAVID C. BAUDO No, 011187 y // 3/z4 BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-3 = SHENTEL IY2_ MINIMUM DIA. PIPE, SHENANDOAH MOBILE COMMUNICATIONS PER ASTM -F1083 2 1/2" DIA. SCHEDULE 40 3 STRANDS OF BARBED WIRE (WELDED FRAME GATE DIAGONAL GALV. LINE POST. PER ASTM -F1083, P.O. BOX 459 CONSTRUCTION) tYz" DIA. PIPE EQUALLY SPACED ® 8'-0" c- TIE WIRE, MIN. 11 GAGE GALV. STEEL EDINBURG, VA 22824-0280 AT POSTS AND RAILS WITH (540)984-5123 8'-0" 8'-0' DOUBLE SWING GATE -OPENING WITH VARIES, SEE PLANS 4" DIA SCHEDULE 4� HOG RINGS SPACED ®24" CE 3/8" DIA. ADJUSTABLE CONTRACTOR SHALL INSTALL A TOP RAIL & BRACE RAIL n � ji�_ X X TRUSS ROD TYPICAL BOTH SHE EL PROVIDED STYMIELOCK 1YT" PIPE. PER ASTM -F7083 SIDES OF GATE. GATE POSTS 3" DIA. SCHEDULE 40 CORNER POSTS STRETCHER BAR c - 4 FINAL GRADE SHALL BEl UNIFORM AND LEVEL Eft"w�-L r_ 136" DIA. BRACING '"� RAIL BETWEEN ALL Dynatek n* t � CORNER POSTS AND ADJACENT LINE POSTS HOLDER. LOCATION SHALL - �`rE 8' HIGH ALUMINIZED STEEL TELECOMMUNICATIONS SERVICES BE FIELD VERIFIED. FENCE FABRIC. 9 GAGE, 2 INCH MESH. PER ASTM -A392 435 Crestview Drive - -.-�' ' � "'` •: 1h" MAX. CLEARANCE Transfer, PA 16154 NOTES: Phone: 800-838-3224 1 -INSTALL FENCING PER ASTM F-567. Fax724-646-1384 i"" eav; ;�—��-�� ;��?� L,;c u^� 2.INSTALL SWING GATES PER ASTM F-900. www.dynatektelecom-com f TENSION WIRE. 9 GAGE 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT e�" € REQUIREMENT SHALL BE COMPLIED IF REO'D. ° s \'o 1 5/8" DIA. SCHEDULE 40 o'' °D o - -" 2" ABOVE GRADE DYNATEK BRACING RAIL, TYPICAL BOTH r ' ,f I a I I `a 4. POST & GATE PIPE SIZES ARE INDUSTRY PROk NO.: 4843 8 s " 136" DIA. PIPE. GATE SIDES OF GATE. MTS" MULTI -LOCKING N 36 DIAGONAL ROD WITH GALV STANDARDS. ALL PIPES SHALL BE 1Y2" GALV. m DEVICE MT -C677, FRAME INTERIOR6. 'A' r STEEL TURNBUCKLE OR DIAG (HOT DIP, ASTM A120 GRADE 'A' STEEL) BRACING �` ' (O.F.C.I.) .^ THREADED ROD ALL FRAMES SHALL BE WELDED. DRAWNBY: M_NT. { ` GEOTEXTILE FABRIC ALL WELDING SHALL BE COATED WITH 3 8' DIA, >�' GATE POST CONCRETE }' CORNER POST CONCRETE ( ) r COATS OF COLD GALV. OR EQUAL. s 12' FOUNDATION (3000 psi) 12" LINE POST CONCRETE ✓ FOUNDATION (3000 psi) ( ) 2" FINISH do 4" COMPACTED B" DIA. l CHECKED BY: D.C.B. 95% BASE MATERIAL. DEPTHS DIA. FOUNDATION (3000 psi) 8" DW. 12 DIA. — 5. ALL OPEN POSTS SHALL HAVE END -CAPS. DIA- 6. USE GALVANIZED HIG-RING WIRE TO MOUNT MAY VARY AS DETERMINED ALL SIGNS. BY CONSTRUCTION MANAGER 7. ALL SIGNS MUST BE MOUNTED ON INSIDE SUBMITTALS OF FENCE. 2 9/13/04 REVISED FINAL 1 9/9/04 FINAL TYPICAL FENCE AND GATE DETAIL I 0 8/12/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLIENT NAME IS STRICTLY PR DAVID C. BAUDO A5 Io. Ol 87 ( TAP. p/7 EXTENSION ARM WITH 3 CADWELD ) CADWELD A�/ STRANDS OF BARBED WIRE SEE NOTE- - OTE RING GROUN RING GROUN '7 TOP RAIL 3 & 4 #2 AWG BCW #2 AWG BCW J2 AWG BCW— CABLE TO CABLE (TABLE N2 AWG BCW 12 AWG BCW BOWLING GREEN POST VERTICAL POST VERTICAL POST f RING GROUND#2 AWG BCW (MIN 18- BELOW ROUGH GRADE) CABLE TO CABLE CONNECTED NOT CONNECTED RIDGE OUTSIDE FACE NOTE: CADWELD TO RING TO RING OF FENCING 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE NOTE: SITE 084 CADWELDED TO THE POST ABOVE GRADE. 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND 226 Stoney Hill Road 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED Gore, VA 22637 EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR 3. BOND EACH HORIZONTAL POLE BRACE TO EACH OTHER AND TO SHEET TITLE: EXOTHERMIC WELDING. / 4. GATE JUMPER SHALL BE INSTALLED SO THAT R WILL NOT BE SUBJECTED EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING FENCE � & TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. GROUNDING DETAILS SHEET NUMBER: E-4 EXTENSION ARM INSTALLATION DETAIL —741 FENCE GATE GROUNDING (IF APPLICABLE) 131 FENCE GROUNDING (IF APPLICABLE) 12 GENERAL NOTES: 1. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPES OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY SHENTEL. 2. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS, SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTIVES. 3. ALL MATERIALS SUPPLIED BY THE OWNER, OWNER'S REPRESENTATIVE, AND THE 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 THE 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 THE CONTRACTOR'S EXPENSE. 5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO THE 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 WITH 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 FACILITY PER THE DIRECTION OF THE 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. B. ALL WORK AND MATERIALS 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. 10. THE SUCCESSFUL CONTRACTOR SHALL PROVIDE A SCHEDULE UST OF ALL SUB -CONTRACTORS WITH ADDRESSES, CELL PHONE NUMBERS AND HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF AN NTP. 11. THE CONTRACTOR TO KEEP A COMPLETE AND UP TO DATE SET OF THE DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON THE SITE AT ALL TIMES. THIS IS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET. 12. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR THE COMPLETION OF THE PROJECT TO BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF AS -BUILD DRAWINGS TO THE NEW COPY. THIS NEEDS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE WITH THE CLOSE OUT DOCUMENTS. 13. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER NTH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 24-HOUR NOTIFICATION TO THE OWNER'S REPRESENTATIVE IS REQUIRED 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 THE INSPECTION OR TESL 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 THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE 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. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. 18. THE CONTRACTOR IS TO PROVIDE PORTABLE TOILET FACILITIES FOR DURATION OF THE CONSTRUCTION PROCESS. TOILET IS TOBE REMOVED FOM SITE WITHIN FIVE BUSINESS DAYS OF COMPLETION OF CONSTRUCTION. 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 THE SITE AND ACCESS ROAD. THE GRUBBING SHALL BE REMOVED FROM THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO VERIFY THE LOCATION OF ANY UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN THE ENTIRE PROJECT AREA. THE CONTRACTOR SHALL PLACE THESE ITEMS ON THE AS -BUILD DRAWINGS. 3. IF LANDSCAPING IS REQUIRED, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD TO THE OWNERS REPRESEn1ATIvE. Ir 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 REWIRED, 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. x PASSING BY WEIGHT 4" 100 1/2' 50-85 #4 40-75 #10 30-60 #40 10-30 #100 5-20 #200 0-8 10. ALL FILL DIRT SHALL BE CLEAN AND NATURAL, FREE FROM ANY DELETERIOUS MATERIALS, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED TO THE 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 THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPACTABLE ALL PLACED IN MAXIMUM LIFTS OF 8" AND MECHANICALLY COMPACTED TO A DENSITY OF 95X. METALLIC WARNING TAPE SHALL BE PLACED AT 12- BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. 12. 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 WALL BE PLACED IN MAXIMUM 8" LIFTS PRIOR TO COMPACTING. 14. FINISH GRADE, INCLUDING TOP SURFACE 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, AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWALES NOT OTHERWISE RIPRAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS, WHICH WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT THE 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 AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH NET AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWTH BY THE TIME OF THE COMPLETION OF THE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. CONCRETE: 1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL STANDARDS ARE MET AND BE ABLE TO PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST. 2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AND THE TESTING LABORATORY AND INFORM THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION OR TEST. THE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND TEST CYLINDERS. A TOTAL OF FIVE CYLINDERS SHALL BE TAKEN DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR 15 OVER 50 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. THE LAST r.YLINDER WILL RE 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 THE 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 THE 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" O/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 THE WAREHOUSE. 2. INSTALLATION 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 WITH A WILTRON METAL 330 OR EQUAL AND PROVIDE TWO COPIES TO THE OWNER'S REPRESENTATIVE. THE REQUIREMENTS FOR THE TESTING RESULTS SHALL BE BASED ON SPRINT PCS GUIDELINES AND MUST BE STRICTLY ADHERED TO. 5. THE CONTRACTOR SHALL REPLACE, AT THEIR EXPENSE, ANY CABLES, CONNECTORS, JUMPERS, PHASERS. AND ANY OTHER ITEMS OR MATERIALS THAT THEY DAMAGE. IF A FAULTY PIECE OF MATERIAL OR EQUIPMENT IS FOUND, THE OWNER WILL REPLACE IT BUT THE CONTRACTOR IS RESPONSIBLE TO REINSTALL IT 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 SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 9BL-5123 Dynatek DYNATEK 4843 PROJ NO DRAWN BY M.N. T_ CHECKED BY. D.C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 0 8/12/04 1 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH R TO CLIENT NAME IS STIP IA�TED. DAVID C. BAUDO No. 017 Al BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -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, FILING, 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 WILL 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 LINES, 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. 8. ALL WIRES 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 REQUIRED BY CODES AND UTILITY 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 74"x4"x20" AND SHALL BE TINNED COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUNDING CONNECTIONS. THE HARDWARE SECURING THE MGB, 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 ASSUME A 2—HOUR RATING. 16. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME THAT THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR AND THE CONTRACTOR SHALL VERIFY ALL ITEMS PRIOR TO PLACEMENT AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO THE OWNER. 17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC AND SWEEPS OR BENDS AND ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. ALL CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. GROUNDING: I- THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS. LINES, TRAYS, BRIDGES, PLATFORMS, AND ANY AND ALL ITEMS ARE GROUNDED PROPERLY. 2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH HYGROUND COMPRESSION CONNECTORS BELOW GRADE AND MECHANICAL TWO LUG COMPRESSION CONNECTORS 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 COATED. THE COATING MUST BE REMOVED DOWN TO THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON—CORROSIVE APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX 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 KOPR SHIELD, NO—OXY, NOALOX, PENETROX 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 #2 GROUNDING CONDUCTORS AND CONNECT TO THE INSULATED SURFACE MOUNTED GROUND BARS UNLESS OTHERWISE NOTED IN CONSTRUCTION DRAWINGS. 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 SHALL 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. WIRE 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 WITH ADDITIONAL GROUNDING AT MIDPOINT. S. 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 ANTENNA JUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON THE ENTIRE ANTENNA SYSTEM. PRELIMINARY INSPECTION: PRIOR TO 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. PARAMETERS: ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 TO 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 1880 TRANSMIT 1935 TO 1960 D BLOCK RECEIVE 1875 TO 1900 TRANSMIT 1955 TO 1980 E BLOCK RECEIVE 1880 TO 1905 TRANSMIT 1960 TO 1985 NOTIFICATION: CONTRACTOR SHALL NOTIFY THE SHENTEL— DESIGNATED REPRESENTATIVE A MINIMUM OF 24 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. AZIMUTH VERIFICATION: PRIOR TO TESTING, CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS AND DOWNTILTS ARE TRUE. VERIFICATION OF AZIMUTHS AND DOWNTILTS ARE TO BE DONE BY A THIRD PARTY. 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", ALONG WITH RESULTS OF EACH INDIVIDUAL TESTS. ONE HARD COPY WILL BE LEFT AT THE SITE AND 2 HARD COPIES AND 1 SOFT COPY WILL BE SUPPLIED TO SHENTEL AS PART OF THE CLOSEOUT DOCUMENTATION. REQUIRED TESTS: CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL LINE AND 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." PHOTOS: CONTRACTOR SHALL TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSTEMS, PHOTOS SHALL BE SUBMITTED AS PART OF THE CLOSE—OUT DOCUMENTATION. CONTRACTOR IS 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 FOLLOWING: ANTENNA AZIMUTHS (3 REQUIRED, 1 PER SECTOR). PICTURE SHOULD INCLUDE THE TOP OF EACH ANTENNA AS A SIDE VIEW AND WILL BE USED TO VERIFY THAT CORRECT DOWNTILT HAS BEEN APPLIED TO EACH SECTOR_ VIEW FROM FACE (3 REQUIRED, 1 PER SECTOR). PICTURE TO BE VIEWED FROM BACK OF TRANSMIT ANTENNA TO INCLUDE THE TOP OF THE TRANSMIT ANTENNA AND THE SURROUNDING LANDSCAPE. TOP BUSS BAR (1 PER BUSS BAR). PICTURE SHALL BE USED TO INDICATE GROUNDING KITS HAVE BEEN GROUNDED APPROPRIATELY. DRIP LOOP (1 REQUIRED). PICTURE WILL BE USED TO VERIFY THAT CONTRACTOR HAS INSTALLED DRIP LOOP IN TRANSMISSION LINES EXISTING TOWER. EXTERIOR BULKHEAD PENETRATION (1 REQUIRED). PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED, NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED, INTERIOR BULKHEAD PENETRATION ( REQUIRED). PICTURE WILL BE USED TO VERIFY INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. PHOTO DOCUMENTATION OF THE ANTENNA AND MOUNT HEIGHTS SHALL BE PROVIDED. DELIVERY: CONTRACTOR SHALL ISSUE PACKAGE TO SHENTEL DESIGNATED REPRESENTATIVE AFTER SITE HAS BEEN ACCEPTED AND WITHIN 5 WORKING DAYS. COLOR—CODING WILL GO AS FOLLOWS: ALPHA: ATX — YELLOW—BROWN—WHITE ARX — YELLOW—WHITE—WHITE @EIA: BTX — RED—BROWN—WHITE BRX — RED—WHITE—WHITE GAMMA CTX — GREEN—BROWN—WHITE CRX — GREEN—WHITE—WHITE CI 'sHEHrEI SHENANDOAH MOBILE COMMUNICATIONS P.O. BOX 459 EDINBURG, VA 22824-0280 (540) 984-5123 Dvnatek TELECOMMUNICATIONS SERVICES 435 Cmswie Drive Transfer, PA 16154 Phone: 800-838-3224 Fax: 724-646-1384 www. dynatektel ecom.com DYNATEK 4843 PROI. NO DRAWN BY: M.N.T. CHECKED BY: D.C.B. SUBMITTALS 2 9/13/04 REVISED FINAL I 9/9/04 FINAL 0 1 8/12/04 I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH R CLIENT NAME IS tD. UO DAVID C. BAUDO No. 011187 C� qR /c�in� BOWLING GREEN RIDGE SITE 084 226 STONEY HILL ROAD GORE, VA 22637 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -2