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HomeMy WebLinkAbout09-08 Design PlanAg e'a gl 12 ■ ■ ■ ■ ■ SHENANDOAH MOBILE COMPANY SITE NAME: 1_'Kr_DBUD 1207 REDBUD ROAD WINCHESTER, VA 22603 NEW EQUIPMENT AND NEW ANTENNAS ON A PROPOSED 195` MONOPOLE TOWER( Wi4' Lightning Rod = 199' Overall) SITE NUMBER - SITE 046A RAWLAND SHEETINDEX VICINITY MAP NO SCALE NORT Nt l _ REV. INIT. u 2 ML g =3 . 50 Vis'' JAK DRIVING DIRECTIONS From 1-81 North to Exit 315 (Hwy 7). At end of ramp proceed Left and proceed 1.4 miles to a left exit from HWY 7. (left after the 2nd light after Sheetz) Turn left at top of ramp onto Morgan Mill Rd and proceed 711 Oths of a mile to stop sign at Redbud Rd. Tum left and proceed 4/1 Oths of a mile to driveway. Tum right into driveway and follow to the left to the rear of the property. Tum Left before the house and proceed to tower site. LATITUDE: 39.2040 LONGITUDE: -78.1028 (NAD 83) A-4 EQUIPMENT PAD & ANTENNA MOUNT DETAILS DESCRIPTION CONSISTS OF THE INSTALLATION ff NT, SUPPORT FRAMES, ICE NTENNA FRAMES AND CABLES ON ' MONOPOLE. E -I GROUNDING DETAILS CODE rUILDING GROUP: U (UTILITY) T. TYPE: TOWER - 2C SITE NUMBER - SITE 046A RAWLAND SHEETINDEX SITE 046A SITE NAME: SHEET DESCRIPTION REV. INIT. T -I TITLE SHEET 2 ML C-1 SITE SURVEY 0 JAK A -I ARCHITECTURAL SITE LAYOUT 2 ML A-2 TOWER ELEVATION / ANTENNA DETAILS 2 ML A-3 SITE DETAILS 2 ML A-4 EQUIPMENT PAD & ANTENNA MOUNT DETAILS 2 ML A-5 FENCE & GROUNDING DETAILS 2 ML E -I GROUNDING DETAILS 2 ML E-2 GROUNDING DETAILS 2 ML E-3 I Z'ROUNDING PLAN AND DETAILS 2 ML `✓N-1 GENERAL NOTES 2 ML GN -2 GENERAL NOTES 2 ML VERIZON (800-483-3000) DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. PROJECT SUMMARY SITE NUMBER: SITE 046A SITE NAME: REDBUD SITE ADDRESS: 1207 REDBUD ROAD WINCHESTER, VA 22603 PROPERTY OWNERS: DAVID M. a A. KATHERINE GREGG 1203 REDBUD ROAD WINCHESTER, VA 22603 TAX MAP NUMBER: 55 -A -129A APPLICANT: SHENTEL SHENANDOAH MOBILE COMPANY P0. BOX 459 EDINBURG, VIRGINIA 22824 PHONE: 540-984-5123 ENGINEER: DYNATEK TELECOMMUNICATIONS 7134 BROOKWOOD DRIVE BROOKFIELD, OH 44403 PHONE: 800-838-3224 FAX: 330-448-4337 CONTACT: MIKE LEHMAN ZONING JURISDICTION: FREDERICK COUNTY POWER PROVIDER: ALLEGHENY POWER (800-355-3443) TELCO PROVIDER: VERIZON (800-483-3000) APPROVAL LIST SITE AC ZONING R.F CONSTR. MANAGER NETWORK -TELCO NETWORK -POWER PROPERTY OWNER/REP OPERATIONS G. C. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dynate' � TELECOMMUNICATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 800-838-3224 Fax: (330)448-4337 www. dynatektelecom corn DYNATEK 6666 PRO3. TE DRAWN BY: M.L. CHECKED BY: D.C.B. SUBMITTALS 2 1 1/14/08 1 FINALS 1 1/08/08 REDLINE REVISIONS 0 1/03/08 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHQ, LIENT NAME IS SjAT Y.-RROH1 p. 31 -5/i 7MS FJDB V 1J SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 z� DAVID & KATHERINE GREGG 55 -A -129A Q� DO 800 Pg. 81 Q� h� H r M / r� __1P `A N \ TO PROPOSED 100' X 100' LEASE AREA OpFR 6 s \ \ 635\ a (10,000 S.F.) CD PROPOSED 195' -�MONOPOLF i - \ 'IRS \ \ PROPOSED 70' X 70' COMPOUND IPS 640 PROPOSED 12' X 20' TURN AROUND/ �2,z\--� `�I S \ 6SO �-To p 650/// / �' �• \ROp IPS, \ i FRh 4Nf 4y / / / 16 B.M. LEGEND UTILITY POLE 0 OVERHEAD UTILITY IRON PINFOUND • IPF IRON PIN SET • IPS UNDERGROUND TELEPHONE • UT PROPOSED LEASE LINE --- PROPERTY LINE --- SETBACK LINE -------- PROPOSED INGRESS/EGRESS & UTILITY EASEMENT --- CHAIN LINK FENCE -'- CONTOUR LINE -------- BENCH TIE CORNER O FENCE POST 650.82 i� 110 Z j y I o DAVID & KATHERINE GREGG / 1\ I 55 -A -129A DB 800 Pg. 81 I0 / f C6 6/ I/I i 40 0 40 80 120 SCALE � LEASE AREA ENLARGEMENT SITE INFORMATION: COUNTY STATE SITE NAME PROPERTY OWNER TAX ASSESSMENT MAP No. PARCEL No. DEED BOOK/PAGE No. MAGISTERIAL DISTRICT PROPOSED TOWER LOCATION: ZONING LATITUDE LONGITUDE ELEVATION RESTRICTIONS FREDERICK VIRGINIA REDBUD (SITE No. 046 A) DAVID & KATHERINE GREGG 55 A -129A DS 800 Pg. 81 STONEWALL 39' 12' 14.5"(39.2040) 76' 06' 10" (-78.1028) 644.3' Al AGRICULTURE NONE Curve I Radius I Tangent I Length Delta IDegree I Chord___L Chord Bear. I \ \65 2-4 S 36S' l 1TO 1 OpFR ,�,LINF / PROPOSED 100' X 100' LEASE AREA / (10,000 S.F.) / o 0 N / N 0 C / 6SSi DAVID & KATHERINE GREGG 55 -A -129A DB 800 Pg. 81 L9 i / C � --EXISTING oa DRIVEWAY 2� / L rn hp / w 640 n N l C7 Trans/HI221019299192993 30 z�. L6 / 141- / AND SHALL LIE ALONG THE FOLLOWING CENTERLINE DESCRIPTION: BEGINNING AT A POINT ON THE CENTER LINE OF REDBUD ROAD, SAID POINT BEING LOCATED N 81' 09' 33" W, A DISTANCE OF 600.06 FEET FROM A FENCE POST FOUND MARKING THE SOUTHERLY LINE OF THE PROPERTY Of /��/ 10 POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.130 FEET FOR AN ARC DISTANCE OF 60.22 FEET, SAID CURVE HAVING A CHORD BEARING OF N 6B' 51' 06" E WITH A CHO / LENGTH OF 56.65 FEET TO A POINT; THENCE S 76' 38' 31" E A DISTANCE OF 142.57FE R TO A A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET FOR N A DISTANCE OF 4.54 FEET, SAID CURVE HAVING A CHORD BEARING OF S 79' 14' 39" E WITH A CHOR I'tL" No. IPS -Stonewall Magisterial District ,s // a•\ \ 4Szt TO p Po LENGTH OF 70.64 FEET TO A POINT; THENCE N 16' 59' 37" E A DISTANCE OF 300.44 FEET TO A 10, /65O / LENGTH OF 1.77 FEET TO A POINT; THENCE N 19' 01' 32" E A DISTANCE OF 505.49 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET FOR AN ARC DISTANCE OF 74.45 FEET, SAID CURVE HAVING A CHORD BEARING OF N 39' 55' 56" E WITH A CHO / I / L10 I I / l PRO¢OSED DRIVEWAY / / 5C / DISTANCE OF 87.64 FEET, SAID CURVE HAVING A CHORD BEARING OF N 44' 31' 16" E WITH A CHO LENGTH OF 86.40 FEET TO A POINT; THENCE N 27' 46' 58" E A DISTANCE OF 115.04 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET FOR AN AR DISTANCE OF 32.04 FEET, SAID CURVE HAVING A CHORD BEARING OF N 46' 08' 34" E WITH A CHO / LENGTH OF 31.50 FEET TO A POINT; THENCE N 64' 30' 10" E A DISTANCE OF 216.70 FEET TO A SCALE: 1" = 80' rnlo 6S0 I \Jj� 1� 'UT Garage I / 4 I / I I FENCE POST I / I I I L7 -,,,\ DAVID & KATHERINE GREGG I •�63S 55 -A -129A IPF � DD 800 Pg. 81 Y y64O 60 0 80 160 240 / SCALE INGRESS/EGRESS & UTILITY EASEMENT AND LEASE AREA /r / PROPOSED INGRESS/EGRESS & UTILITY EASEMENT DESCRIPTION L6 / THE SUBJECT LEASE AREA SHALL BE CONNECTED TO REDBUD ROAD BY AN INGRESS/EGRESS AND UTILITY EASEMENT, SAID EASEMENT SHALL BE A UNIFORM WIDTH OF TWENTY (20) FEET, / AND SHALL LIE ALONG THE FOLLOWING CENTERLINE DESCRIPTION: BEGINNING AT A POINT ON THE CENTER LINE OF REDBUD ROAD, SAID POINT BEING LOCATED N 81' 09' 33" W, A DISTANCE OF 600.06 FEET FROM A FENCE POST FOUND MARKING THE SOUTHERLY LINE OF THE PROPERTY Of /��/ DAVID & KATHERINE GREGG; THENCE N 34' 20' 44" E A DISTANCE OF 44.78 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.130 FEET FOR AN ARC DISTANCE OF 60.22 FEET, SAID CURVE HAVING A CHORD BEARING OF N 6B' 51' 06" E WITH A CHO /" IiFI LENGTH OF 56.65 FEET TO A POINT; THENCE S 76' 38' 31" E A DISTANCE OF 142.57FE R TO A A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET FOR N A DISTANCE OF 4.54 FEET, SAID CURVE HAVING A CHORD BEARING OF S 79' 14' 39" E WITH A CHOR I'tL" No. LENGTH OF 5.45 FEET TO A POINT; THENCE S 81' 50' 47" E A DISTANCE 175.01 FEET TO A -Stonewall Magisterial District POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 7.61 FEET, SAID CURVE HAVING A CHORD BEARING OF S 77' 29' 05" E WITH A CHOR LENGTH OF 7.50 FEET TO A POINT; THENCE S 73' 07' 24" E A DISTANCE OF 100.97 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 78.44 FEET, SAID CURVE HAVING A CHORD BEARING OF N 61' 56' 07" E WITH A CHO KC5 LENGTH OF 70.64 FEET TO A POINT; THENCE N 16' 59' 37" E A DISTANCE OF 300.44 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 1.77 FEET, SAID CURVE HAVING A CHORD BEARING OF N 18' OD' 35" E WITH A CHOR /65O / LENGTH OF 1.77 FEET TO A POINT; THENCE N 19' 01' 32" E A DISTANCE OF 505.49 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET FOR AN ARC DISTANCE OF 74.45 FEET, SAID CURVE HAVING A CHORD BEARING OF N 39' 55' 56" E WITH A CHO LENGTH OF 72.74 FEET TO A POINT; THENCE N 61' 15' 34" E A DISTANCE OF 191.89 FEET TO A / POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 150.00 FEET FOR AN ARC / 5C / DISTANCE OF 87.64 FEET, SAID CURVE HAVING A CHORD BEARING OF N 44' 31' 16" E WITH A CHO LENGTH OF 86.40 FEET TO A POINT; THENCE N 27' 46' 58" E A DISTANCE OF 115.04 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET FOR AN AR DISTANCE OF 32.04 FEET, SAID CURVE HAVING A CHORD BEARING OF N 46' 08' 34" E WITH A CHO / LENGTH OF 31.50 FEET TO A POINT; THENCE N 64' 30' 10" E A DISTANCE OF 216.70 FEET TO A SCALE: 1" = 80' POINT, THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET FOR AN ARC 6S0 I \Jj� DISTANCE OF 37.82 FEET, SAID CURVE HAVING A CHORD BEARING OF N 42' 50' 05" E WITH A CHO LENGTH OF 36.92 FEET TO A POINT; THENCE N 21' 10' 01" E A DISTANCE OF 89.44 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 21.36 FEET, SAID CURVE HAVING A CHORD BEARING OF N 33' 24' 52" E WITH A CHOI 'UT LENGTH OF 21.21 FEET TO A POINT; THENCE N 45' 39' 46" W A DISTANCE OF 55.02 FEETTO A POINT ON THE NORTHERLY LINE OF THE PROPOSED LEASE AREA SAID POINT BEING N 44' 20' 14" N A DISTANCE OF 10.00 FEET FROM AN IRON PIN SET MARKING THE SOUTHEASTERLY CORNER OF THE 4 PROPOSED LEASE AREA. FENCE POST THE PROPOSED INGRESS/EGRESS & UTILITY EASEMENT INCLUDES 46865.2 SQUARE FEET OF LAND. SCALE 1" = 2000' LOCATION MAP Stephenson, VA QUADRANGLE TAX MAP INSERT Frederick County Map 55 Not To Scale PROPOSED LEASE AREA DESCRIPTION / BEGINNING AT AN IRON PIN SET WITH CAP MARKING THE SOUTHERLY CORNER OF THE SUBJECT LEASE AREA, SAID IRON PIN BEING LOCATED N 03' 53 08" W, A DISTANCE OF 489.56 FEET FROM AN IRON PIN FOUND MARKING THE EASTERLY PROPERTY LINE OF THE LANDS OF DAVID & KATHERINE GREGG; THENCE, N 44' 20' 14" W A DISTANCE OF / 100.00 FEET TO AN IRON PIN SET WITH CAP MARKING THE WESTERLY CORNER OF THE / SUBJECT LEASE AREA, THENCE N 45' 39' 46" E A DISTANCE OF 100.00 FEET TO AN / AN IRON PIN SET WITH CAP MARKING THE NORTHERLY CORNER OF THE SUBJECT LEASE OF THE SUBJECT LEASE AREA; THENCE S 44' 20' 14" E. A DISTANCE OF 100.00 FEET TO AN IRON PIN SET WITH CAP MARKING THE EASTERLY CORNER OF THE SUBJECT LEASE AREA; THENCE S 45' 39' 46" W, A DISTANCE OF 10D.00 FEET TO THE POINT AND PLACE OF BEGINNING. THE SUBJECT LEASE AREA INCLUDES 10,000 SQUARE FEET OF LAND. PROPOSED UTILITY EASEMENT DESCRIPTION THE PROPOSED LEASE AREA SHALL BE CONNECTED TO EXISTING UTILITY FACILITIES BY A UTILITY EASEMENT, SAID EASEMENT SHALL BE A UNIFORM WIDTH OF SIX (6) FEET, AND SHALL LIE ALONG THE FOLLOWING CENTERLINE; BEGINNING AT AN EXISTING TRANSFORMER NUMBER H12210192993 THENCE, N 05' 54' 44" E, A DISTANCE 163.59 FEET TO A POINT ON THE INGRESS/EGRESS & UTILITY EASEMENT. THE PROPOSED UTILITY EASEMENT INCLUDES 981.5 SQUARE FEET. NOTES: 1. NO SUBSURFACE UTILITY LOCATIONS WERE DETERMINED BY JOSEPH A. KURTANICH, P.E., L.S.; AND THEREFORE, NO SUBSURFACE UTILITIES ARE SHOWN ON THIS DRAWING. 2. THE CONTOURS SHOWN ARE BASED ON NGVD 1929 DATUM. 3. THIS DRAWING PREPARED BY JOSEPH A. KURTANICH, P.E., L.S. IS INTENDED TO SHOW THE LEASE AREA AND II��`p� 5 AND UTILITY EASEMENT AREAS. NO ENGINEERING SERVICES RELATIVE TO THE PROPOSED �AN15�l�R'�(NT INSTALLATION WERE PROVIDED BY JOSEPH A. KURTANICH, P.E.. L.S. 91�. t1rP�20'O�UC�EID F�ROfAj�R� TM ORDEDS DEED DESCR PTPONSPEJ SEPHUA. KURTANICH, P E.T LI S.00ERT FGIES ERE Q4�„ LY THE LEASE AREA INGRESS/EGRESS EASEMENT AREA AND TIE-IN TO THE INDICATED BOUNDARY CORNER. A SURVEY OF RALL P OPERTY WAS NOT PERFORMED BY JOSEPH A. KURTANICH, P.E., L.S. DYNATEK DEVELOPMENT SERVICES, INC r U JOSEPH A. %: /" IiFI Redbud (Site No. 046 A) I'tL" No. Q -Stonewall Magisterial District Frederick County, VA NO. DESCRIPTION Iky Joseph A. Kurtonich, P.E., L.S. AND DATE 10 P.O. BOX 1267 HERMITAGE, PA 16148-0267 (724) 699-6836 FILES DR. MMS DATE: December 26, 2007 DWG. NO. 1 Q - �''/ " EDBUD "REDBUDCH. JAK SCALE: 1" = 80' A-07-2079 C-1 PROPOSED SHENTEL PPC RACK--------------- LOCATIONBRI PROPOSED SHENTEL ICEDGE WITH GPS ANTENNA-----_� \ `` '----- `--- `-`' PROPOSED 195' MONOPOLE 'b TOWER WITH PROPOSED SHENTEC PROPOSED OUTDOOR RADIO EQUIPMENT 0 'MOUNTED ON 10'x16' CONCREt SLAB PROPOSED/SHENTEL" TURNAROUND 'AREA LOcATt6N EXISTING 15" OAK TREE LOCATION (PER SURVEY) PROPOSED SHENTEL UTILVY 18" OAK TREE LOCATION (PER SURVEY) 13ACKBOARD LOCATION PROPOSED' SHENTEL 12' WIDE ­ ACCESS DRIVE LOCAT14Z)N AREA LOCATION PROPOSED S4NTEL 20' WIDE AND UTILITY EASEMENT LOC40N (SEE SURVEY FOR FURTHER DETAILS) PROPOSED SHENTEL UTILITY ROUTIN4b TO SOURCE LOCATION (SEE SURVEY PROPOSED SHENTEL 12' COMPOUJ41) ACCESS FOR SOURCE LOCATIONS) GATE LOCATION 4 0 4' 8 12' SCALE: (24x36) 90-11TECTURAL SITE PLAN mENANDOAH MOBILooOAVANY mmSHEmELWAY ro.BOX 45v | smwnmm.v^zz82^ | (540) 984-5123 IDynatek TELECONMIMCATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 800-838-3224 Fax: (330)448-4337 PROJ. NO.: 6666 SUBMITTALS 2 1/14/08 FINALS 1 1/08/08 REDLINE REVISIONS 0 1/03/08 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAb THAT WHICH R LIEN1 NAME IS SZ�N�t�R T�OTED. PRnPOsED SHENTEL UTILITY ROUTING TO EQUIPMENT LOCATION ------------- FENCED CO -OUND LOCATED WITHIN ------------------------- PROPOSED 195' MONOPOLE 'b TOWER WITH PROPOSED SHENTEC PROPOSED OUTDOOR RADIO EQUIPMENT 0 'MOUNTED ON 10'x16' CONCREt SLAB PROPOSED/SHENTEL" TURNAROUND 'AREA LOcATt6N EXISTING 15" OAK TREE LOCATION (PER SURVEY) PROPOSED SHENTEL UTILVY 18" OAK TREE LOCATION (PER SURVEY) 13ACKBOARD LOCATION PROPOSED' SHENTEL 12' WIDE ­ ACCESS DRIVE LOCAT14Z)N AREA LOCATION PROPOSED S4NTEL 20' WIDE AND UTILITY EASEMENT LOC40N (SEE SURVEY FOR FURTHER DETAILS) PROPOSED SHENTEL UTILITY ROUTIN4b TO SOURCE LOCATION (SEE SURVEY PROPOSED SHENTEL 12' COMPOUJ41) ACCESS FOR SOURCE LOCATIONS) GATE LOCATION 4 0 4' 8 12' SCALE: (24x36) 90-11TECTURAL SITE PLAN mENANDOAH MOBILooOAVANY mmSHEmELWAY ro.BOX 45v | smwnmm.v^zz82^ | (540) 984-5123 IDynatek TELECONMIMCATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 800-838-3224 Fax: (330)448-4337 PROJ. NO.: 6666 SUBMITTALS 2 1/14/08 FINALS 1 1/08/08 REDLINE REVISIONS 0 1/03/08 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAb THAT WHICH R LIEN1 NAME IS SZ�N�t�R T�OTED. ANTENNA INSTALLATION NOTES: 1. AZIMUTHS OF ANTENNA SHALL BE AS FOLLOWS: SECTOR 1=140' SECTOR 2=220' SECTOR 3=300' w BLE SIZE p Jo PROPOSED 4' HIGH G_ o) 1)/4"101' O Q 15/8 z z o o z Y BY NY LIGHTNING ROD 7. SHENAN PERSONAL COMMUNICATIONS REQUIRE A 3RD PARTY CERTIFICATION FOR THE AZIMUTH & RAO CENTER Lu z URO OR DISCLOSURE LOSURE OTHERTHAN fr m< .-:_ +� � �L J THAT WHICH RELATES TO CLIENT Lu � o � 0 -NAME OF EACH ANTENNA. IS ST ICrT 9 l?k 9_- ITED. N w cE 0' ..•SHENANDOAH MOBILE COMPANY 6' 6' - 6' 3. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA MAIN CABLE PANEL ANTENNA 215' 215' 1 5/8" 215' 215' 1 5/8" WITH A DIGITAL LEVEL. 215' (TYP. OF 6) FLC 12 50J 1/2" 500 SHENTEL WAY 4' FLC 12 50J 1/2" 4'4 FLC 12.50J 1/2 4 4' CABLE COLOR CODE P.O. BOX 459 YELLOW BROWN WHITE C3 RED BROWN WHITE CS 4. CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION C2 YELLOW WHITE WHITE C4 EDINBURG,VA 22824(540) C6 GREEN WHITE WHITE ANTENNA RFS — APXV18-206516S—C THAT ANTENNAS ARE PLUMB. RFS — APXV18-206516S—C NUMBER OF ANTENNAS 1 984-5123 1 RADIATION CENTER 195' PROPOSED SHENTEL 195' SECTOR 1 INTEGRATED INTO UNI—POLE DESIGN. (SEE POLE MANUFACTURE SPEC SHEET FOR FURTHER DETAILS) INTEGRATED INTO UNI—POLE DESIGN. (SEE POLE MANUFACTURE SPEC SHEET FOR FURTHER DETAILS) INTEGRATED INTO UNI—POLE DESIGN. (SEE POLE MANUFACTURE SPEC SHEET FOR FURTHER DETAILS) AZIMUTH 140 DEGREE 220 DEGREE ANTENNAS © 195' DOWN TILT 300' AZIMUTH 0 0 DEGREE 0 DEGREE Dynatek TELECOMMUNICATIONS SERVICES SECTOR 3 220' AZIMUTH SECTOR 2 7134 Brookwood Drive PROPOSED SHENTEL 195' 140' AZIMUTH Brookfield, OH 44403 MONOPOLE TOWER Phone: 800-838-3224 Fax: (330)448-4337 O www.dynatektelecorn com tr U Z DYNATEK 6666 PROJ. NO.: Z ~ U U DRAWN BY: M.L. w � ANTENNA ORIENTATION I Ll O o CHECKED BY: D.C.B. w BLE SIZE p Jo Y2" G_ o) 1)/4"101' O Q 15/8 z z o o z Y BY NY TRX Ld Lu z URO OR DISCLOSURE LOSURE OTHERTHAN fr m< FLC 12 SOJ 1/2,. J THAT WHICH RELATES TO CLIENT Lu � o � 0 -NAME wZ IS ST ICrT 9 l?k 9_- ITED. N w cE 0' Ocn 2 6' IL rn b- O COAXIAL CABLE BLE SIZE p CABLE LENGTH Y2" 0' 1)/4"101' — 200' 15/8 201' — + COAXIAL CABLE MINIMUM BEND RADIUS CABLE SIZE MINIMUM BEND RADIUS Y2" 10" 318„ 18.. lYa" 22" o 28., SUBMITTALS 2 1/14/08 FINALS 1 1/08/08 REDLINE REVISIONS 0 (/03/08 ISSUED FOR O � a a vWCABLE 0 0 LENGTH TABLE 3 COAX BEND TABLE 2 REVIEW THE INFORMATION CONTAINED IN COAX CABLE TYPE/SIZE o COAX CABLE TYPE/SIZE THIS SET OF DOCUMENTS IS COAX CABLE TYPE/SIZE o TRX Y BY NY TRX Ld TRX URO OR DISCLOSURE LOSURE OTHERTHAN ANTENNA JUMPER FLC 12 SOJ 1/2,. Cl THAT WHICH RELATES TO CLIENT FLC 12 SOJ 1/2.. 0 -NAME C2 IS ST ICrT 9 l?k 9_- ITED. Cl 0' 6' 6' 6' 6 6' PROPOSED SHENTEL ICE BRIDGE LOCATION PROPOSED SHENTEL PROPOSED 8' HIGH EQUIPMENT AND CHAIN—LINK FENCE CONCRETE PAD W/3 STRANDS OF BARBED WIRE ON TOP CRADE v11 7 REDBUD SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 SHEET TITLE: TOWER ELEVATION/ SITE DETAILS SHEET NUMBER: A-2 SITE ELEVATION 5 CABLE CODING SCHEDULE 4 SECTOR 1 SECTOR 2 SECTOR3 COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) COAX CABLE TYPE/SIZE LENGTH (FT) TRX I RX TRX RX TRX RX ANTENNA JUMPER FLC 12 SOJ 1/2,. Cl C2 FLC 12 SOJ 1/2.. Cl C2 FLC 12 SOJ 1/2- Cl C2 6' 6' 6' 6 6' 6, MAIN CABLE 1 5/8" 215' 215' 1 5/8" 215' 215' 1 5/8" 215' 215' 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 Cl YELLOW BROWN WHITE C3 RED BROWN WHITE CS I GREEN BROWN WHITE C2 YELLOW WHITE WHITE C4 RED WHITE WHITE C6 GREEN WHITE WHITE ANTENNA RFS — APXV18-206516S—C RFS — APXV18-206516S—C RFS — APXV18-206516S—C NUMBER OF ANTENNAS 1 1 1 RADIATION CENTER 195' 195' 195' MOUNT TYPE INTEGRATED INTO UNI—POLE DESIGN. (SEE POLE MANUFACTURE SPEC SHEET FOR FURTHER DETAILS) INTEGRATED INTO UNI—POLE DESIGN. (SEE POLE MANUFACTURE SPEC SHEET FOR FURTHER DETAILS) INTEGRATED INTO UNI—POLE DESIGN. (SEE POLE MANUFACTURE SPEC SHEET FOR FURTHER DETAILS) AZIMUTH 140 DEGREE 220 DEGREE 300 DEGREE DOWN TILT 0 DEGREE 0 DEGREE 0 DEGREE v11 7 REDBUD SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 SHEET TITLE: TOWER ELEVATION/ SITE DETAILS SHEET NUMBER: A-2 SITE ELEVATION 5 CABLE CODING SCHEDULE 4 3" 3" 3" 1'-5" 6'—i" 6':ti'"SKENW 1 2" CONDUIT I ...•.SHENANDOAH MOBILE COMPANY RED, TO 2" 3'—B" 0 0 0 0 0 500 SHENTEL WAY P.O. BOX 459 2" TELCO CONDUIT 3/4" LIDUID TIGHT FI-EXIBLE EDINBURG, VA 22824 FROM PPC TO BTS CONDUIT FOR GROUNDING (TYP.) UNIT (540) 984-5123 ------- I I I POWER I FUTURE BATTERY CABINET 2" CONDUIT REDUCED I CABINET CABIN6 TO 3/4" CONDUIT D I ynatek MONOPOLE RADIO L --_--------_ J CABINET 2" TELCO CONDUIT TO BTS UNIT AND SPARE 2" CONDUIT 2" TELCO CONDUIT TELECOMMUNICATIONS SERVICES LOCATION FROM TELCO DEMARC I - / 7134 Brookwood Drive Brookfield, OH 44403 o Phone: 800-838-3224 LOW PROFILE PLATFORM - Fax: (330)448-4337 jII1 wwwAynatektelecom.com ANTENNA MOUNTING PIPES 1 DYNATEK 1 PROJ. NO.: 6666 POLE MOUNTING BRACKET 2' POWER CONDUIT DRAWN BY: M.L. TO POWERHOUSE FIELD CUT PIPE TO LENGTH 2" POWER CONDUIT CAP W/ GALV. METAL CAP FROM METER UNIT -' CHECKED BY: D.C.B. 1 i SUBMITTALS 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&J ;X -PP BITED. ACCESS ROAD 5 FINISH GRADE (TYP.) I EXISTING GRADE 12'-0 " --� EXISITNG GRADE 2.5% 710 TOP SOIL AND SEED _ EXIS TNG GR I �°�.^'.E: +•.' .IM � J II -SII IF - ,s �r - �` it —II IF -11-j I• -i ADEi{".�. �.,(- .c i. r�^ �r.,) v` �i'4 til . ,rte° 'i' y7. '-�.,,•z.�r-,r 17 Tl—iL J=.L - _ : - ,.� C" L r R I 1ji_.,11— 7T�� �TT���� •T• �JJ�IJ l! 3 6" LAYER OF 3/4" CRUSHED 6" LAYER OF 3/4" CRUSHED ROCK (TO 95% MAX. DENSITY) ROCK (TO 95% MAX. DENSITY) SITE: 046A COMPACTED EMBANKMENT 1207 REDBUD ROAD (E91I) AS SPECIFIED 12" COMPACTED SUB—BASE MIN.(TO 95% 12" COMPACTED SUB—BASE MIN.(TO 95% WINCHESTER, VA 22603 MAX. DENSITY) OR CONTRACTOR TO MAX. DENSITY) OR CONTRACTOR TO EXISITNG GRADE EXCAVATE TILL THEY REACH SOLID FABRIC TERRATEX OR EXCAVATE TILL THEY REACH SOLID SHEET TITLE: STRIP AS SPECIFIED FABRIC TERRATEX OR SUB—GRADE AND START BUILDING ROAD APPROVED EQUAL SUB—GRADE AND START BUILDING ROAD APPROVED EQUAL FROM THERE. (VERIFY DEPTH W/C.M.) FROM THERE. (VERIFY DEPTH W/C.M.) TYPICAL ROAD ENTRANCE SECTION DETAIL: TYPICAL @ GRADE GRAVEL ACCESS ROAD: SITE DETAILS NOTE: PERTAINS TO FIRST 50' OF ACCESS DRIVE SHEET NUMBER: A-4 NOT USED 4 TYPICAL ACCESS ROAD DETAILS 3 10'-6" LIGHTWEIGHT LOW PROFILE PLATFORM INCLUDING NINE 84" ANTENNA MOUNTING PIPES PROD PART No. 801496 I 16' 2 1/14/08 FINALS I 1/08/08 REDLINE REVISIONS TYPICAL ANTENNA MOUNT DETAIL ? TYPICAL EQUIPMENT PAD LAYOUT DETAIL 1 0 1/03/08 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&J ;X -PP BITED. ACCESS ROAD 5 FINISH GRADE (TYP.) I EXISTING GRADE 12'-0 " --� EXISITNG GRADE 2.5% 710 TOP SOIL AND SEED _ EXIS TNG GR I �°�.^'.E: +•.' .IM � J II -SII IF - ,s �r - �` it —II IF -11-j I• -i ADEi{".�. �.,(- .c i. r�^ �r.,) v` �i'4 til . ,rte° 'i' y7. '-�.,,•z.�r-,r 17 Tl—iL J=.L - _ : - ,.� C" L r R I 1ji_.,11— 7T�� �TT���� •T• �JJ�IJ l! 3 6" LAYER OF 3/4" CRUSHED 6" LAYER OF 3/4" CRUSHED ROCK (TO 95% MAX. DENSITY) ROCK (TO 95% MAX. DENSITY) SITE: 046A COMPACTED EMBANKMENT 1207 REDBUD ROAD (E91I) AS SPECIFIED 12" COMPACTED SUB—BASE MIN.(TO 95% 12" COMPACTED SUB—BASE MIN.(TO 95% WINCHESTER, VA 22603 MAX. DENSITY) OR CONTRACTOR TO MAX. DENSITY) OR CONTRACTOR TO EXISITNG GRADE EXCAVATE TILL THEY REACH SOLID FABRIC TERRATEX OR EXCAVATE TILL THEY REACH SOLID SHEET TITLE: STRIP AS SPECIFIED FABRIC TERRATEX OR SUB—GRADE AND START BUILDING ROAD APPROVED EQUAL SUB—GRADE AND START BUILDING ROAD APPROVED EQUAL FROM THERE. (VERIFY DEPTH W/C.M.) FROM THERE. (VERIFY DEPTH W/C.M.) TYPICAL ROAD ENTRANCE SECTION DETAIL: TYPICAL @ GRADE GRAVEL ACCESS ROAD: SITE DETAILS NOTE: PERTAINS TO FIRST 50' OF ACCESS DRIVE SHEET NUMBER: A-4 NOT USED 4 TYPICAL ACCESS ROAD DETAILS 3 1Y" MINIMUM O ,3 PIPE, PER ASTM -1`1083 5' MIN. FROM CORNER TO GATE (WELDED FRAME CONSTRUCTION) F t 4 s . DIA. SCHEDULE 40 (MIN.) 3 STRANDS OF BARBED W I RE GATE POSTS ...,.'. �_dF L1F TOP &BRACE RAIL SHENANDOAH MOBILE COMPANY1y2" PPE PER ASTM ` —1`1083 500 SHENTEL WAY r x P.O. BOX 459 EDINBURG, VA 22824 � i- i l � 1 540 9845123 F., P E R AST M— F ka •. ,t i D I A SCHEDULE H D U L E 4 02/2DIASCHEDULE 20(MINMIN.) CORNER POSTS POS1083 ta. > t• EOU SP k` LY ED T' � ar STRETCHER , B AR F, lY �_.:, _ ,., -.,,., :, .x- ; .:..:::� � .;.,.x,_ ��... .,. ,`x., Wit..:.•✓'�y,•.-:. •.a-�Y .,.. ...;.,, ,.,�., �,� , , ,y• y � 5 /8" DIA. BRACING CI N G 'v FINAL ADE SHALL RA ItIWEEN L � AND LEVEL CORNER AND s q A C E NT LINE E POSTS S T 5DUCKBILL OP H i < "...` : ;� ✓� i.-:- ,' •i->`.. i ,_,:� �. s,.;n N•r. �- v, l-•. _`,- i'` ..^' <,<.;x_1--.-�"'�- . >.,%..:r. - - : , `.•� J, j'C- r"� - s% y } sx FALUMINIZED STEEL FENCE Dynatek LOCATION SHALL FIELD 9 GAGE MESH, P 2 INCH ASTM—A392 1 5/8" DIA. SCHEDULE BRACING 40 „ _ TELECOMMUNICATIONS SERVICES SIDES OF RAIL, TYPICAL BOTH ` 1Yz° MAX. CLEARANCE i• % GATE. ! - r >! a \ r /.� �, 7134 Brookwood Drive L1 5/8" DIA. PIP r - �� ✓-"' Brookfield, OH 44403 FRAME INT E• GATEi� Phone: 800-838-3224 .•Y ��! ERIOR BRACING �. - i 'r �ENSIION WIRE, .� i.' Fax: (330 148-4337 J 8" DW. l�: ro, ABOVE GRADE GAGE 0GL J www.dynatektelecom.com 8" DIA. GATE POST CONCRETE 6" 1 it !� h 7` 12' FOUNDATION (3000 psi) GEOTEXTILE F NOTES: IA FABRIC DYNATEK 6666 1. INSTALL FENCING PER ASTM F-567. UNE POST CONCRETE CORNER POST PROJ. NO.: FOUNDATION psi) - CONCRETE 2. INSTALL SWING GATES PER ASTM F-900. 12A" (3000 ) V�1 f FOUNDATION (3000 psi) 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT Io— B,�, DIA ! DRAWN BY: M.L. REQUIREMENT SHALL BE COMPLIED IF REQ'D. 12" DIA. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPES SHALL BE 1 Yz" (HOT DIP, ASTM A120 GRADE 'A' STEEL) ALL FRAMES SHALL BE WELDED. CHECKED BY: D.C.B. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END—CAPS. SUBMITTALS 6. USE GALVANIZED HIG—RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE. 8. REFER TO BONDING DETAILS ON SHEET E-4. 9. ALL POSTS SHALL HAVE "MUSHROOM" SLEEVE EMBEDDED IN CONCRETE. 10. FENCE AND GATE SHALL BE 8' HIGH. I I. A 10"x12" SIGN WITH "SHENTEL" AND THE SITE NUMBER AND PERTINENT INFORMATION SHALL BE FASTENED TO THE OUTSIDE OF THE FENCE. 2 1/14/08 FINALS 12, A STYMIE LOCK TO BE INSTALLED ON FENCE GATE WITH 1-5' SLIDE BAR AND 3 SLEEVES 1 1/08/08 REDLINE REVISIONS TYPICAL W high FENCE AND GATE DETAIL 1 D 1/03/08 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TOLENT NAME IS STRICTLY PR EXTENSION ARM WITH 3 —CADWELD (TYPJ CADWELD STRANDS OF BARBED WIRE SEE NOTE 3 & 4 RING GROUN RING CROUN #2 AWG BCW #2 AWG <. E TOP RAIL` #2 AWG BCW IN FLEX CONDUIT'CABLE FO CABL #2 AWG BCW IN FLEX CONDUIT CADWELD ( I #2 AWG BCW IN FLEX CONDUIT RI .. . 7�DT POST NG GROUND#2 AWG BCW (MIN 18" BELOW ROUGH GRADE) VERTICAL POST VERTICAL POST n �'n 1 DB D NOTE: CABLE TO CABLE CONNECTED NOT CONNECTED OUTSIDE FACE - CADWELD TO RING TO RING OF FENCING 1. THE AWG, BCW, FROM THE RING GROUND SHALL BE NOTE: CADWELELDED TO THE POST ABOVE GRADE. SITE: 046A 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED 1207 REDBUD ROAD (E911) 3. GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE OR FLEXIBLE COPPER TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. WINCHESTER, VA 22603 BRAID BURNDY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. EXOTHERMIC WELDING. 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO SHEET TITLE: 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING E TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. 4. GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT � FENCE 5_ GATE POST GROUND LEADS AND GATE JUMPERS TO BE IN FLEX CONDUIT. GROUNDING 1V DING DETAILS SHEET NUMBER: A-5 EXTENSION ARM INSTALLATION DETAIL 141 FENCE GATE GROUNDING (IF APPLICABLE) 13 1 FENCE GROUNDING (IF APPLICABLE) 12 LIGHTNING ROD ------------------------------------------------------------------------- --- -- - - ----- SHED GRADE, AC OR FINICONC PAVING MATCH 4/0 STRANDED COPPER WIRE /' SLOPE AND THICKNESS TRENCH #2 BARE TINNED COPPER WIRE OF EXISTING OF THWN INSULATED) (EQUIPMENT GROUND RING) it SHENANDOAH MOB] --LE COMPANY 500 SHENTEL METALLIC WARNING TAPE _ (TYPICAL FOR 6) TOWER BOTTOM I - • - ., .n 4 " ° • u 1 P.O. BOX 459 WAY COAX CABLE GROUND BAR I GROUND KIT , - - 1. • I (410) 9845123VA 22824 UNDISTURBED LOCATION OF GROUND I ^ ATTACHMENT SPEC. Z - TO INSTALLATION I - N " 12" MIN. OF STONE #6 STRANDED TINNED WIRE b' DUST/SAND TO BE PUT I , •° I ;\ INTO TRENCH WHILE TOWER TOP GROUND BAR 2 BARE TINNED COPPER WIREI I BACKFILLING (VERIFY i- COMPACTED BACKFILL PER i I Dvnatek SPECIFICATION EARTHWORK #6 STRANDED TINNED WIRE OR LEAN CONCRETE (TYP.) 6,. TELECOMMUNICATIONS SERVICES ELECTRICAL CONDUIT (MIN. TELCO CONDUIT (MIN. 3" I 7134 Brookwood Drive 3' PVC SCH 40) WHERE PVC SCH 40) WHERE 4 0 STRANDED COPPER WIRE 2 BARE TINNED_COPPER WIR I 7134B ook, o 44403 APPLICABLE APPLICABLE — — — --=--- — (GREEN THWN INSULATION) I r-- 1 I I 6" MIN. #2 BARE TINNED COPPER WIRE _ _ _ _ i Faxn(330)448-43374 TYP- www.dynatektelecom.com ARE TINNED COPPER WIRE _ I I FUTURE I^.• - COMPACT RADIO - I — i I BATTERY I: POWER CABINET I I DYNATEK NOTE TO CONTRACTOR: #2 BARE TINNED COPPER WIRE_ _ i I CABINET j , CABINET PROI. NO.: 6666 INSTALL PULL BOXES ON RUNS EXCEEDING (4) 90' BENDS PER NEC I #Z BARE TINNED COPPER IRA DRAWN BY: M.L. STANDARDS. I ---------------J CONDUIT SEPARATION TO BE VERIFIED WITH LOCAL UTILITY CO- 2 BARE FINNED! CHECKED BY: D C s. COPPER WIRE CONTRACTOR TO INSTALL DB60 NYLON PULL STRING IN POWER AND TELCO CONDUITS. I I METER DISCONNECT GROUNDING ICE PPC SUBMITTALS SWITCH SYSTEM BRIDGE CABINETS ----------- IT -------- T -T ---- T -T --------- T ------------------------------- ANTENNA COAX GROUND KIT (3 SECTORS) TELCO/POWER UTILITY TRENCH DETAIL 2 GROUNDING DIAGRAM j 2 I/14/08 FINALS PROPOSED PROPOSED 1 1/08/08 REDLINE REVISIONS LIGHTNING ROD ANTENNA (TYP-) 0 (/03/08 ISSUED FOR REVIEW — — — — — —#2 BARE TINNED COPPER WIRE THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY B" DIA. x 24" DEEP USE OR DISCLOSURE OTHER THAN INSPECTION WELL P.V.C. THAT WHICH RELATES TO CLIENT 2" A.C. CONDUIT I _ SOIL OPIPE R EQUIVALENT VALENT WIRE TEST LOOP EXTENSION R MEI TR Fk'"St ITE . #2 AWG SOLID TINNED COPPER NA D � 3/4" CRUSHED STONE OREQUAL ST WELL TO EXISTING GRADE WITHIN 21LLOFETOP OF GROUND LOOP WIRE Ova c�i1`:r i.: i! V PROPOSED w _ - I'aii. `[�. • niI' T -FRAME z i— 1 I` III I ~ ,• - -> - - - 4 0 STRANDED COPPER EO _ -I I — HH, - - /,7/ D WIRE COAX JUMPER z _ :1 I III .-,I I:�. „f TO ANTENNAS -= -. oo°o IV, - r-- ----; _ - (GREEN THWN INSULATED) w o a _ Q •I r o I I=_ °o° ° —III 2" TELCO CONDUIT j FUTURE I COMPACT GROUND KR o I - pOpo o y ax4 _ �k �Pl POWER RADIO m o 000 ° I L #2 SOLI) : > ! I y CABINET Y CABINET CABINET _ ° o TINNED I I o COPPER 0 s. ° -1, ---- I -• _• - I COAX CABLE °o f� 1 '.DB lJ1J - .. I - '-- GROUND BAR CADWEL \\ 6„ (TYP.) #2 AWG SOLID TINNED SITE: 046A o COPPER WIRE CADWELD 1207 REDBUD ROAD (E911) o o 5/8" DIA. x 10' LONG CONNECTION (TYPE -GT) TO WINCHESTER, VA 22603 5--6 3/8" ° ° COPPER CLAD GROUND ROD GROUND ROD ° _ CADWELD SHEET TITLE: 8' _..� yam, ICE BRIDGE GROUNDING 4 =; DETAILS 4 - 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) -�•-,-v. TO TOWER BOTTOM GROUND BAR _thy SHEET NUMBER: 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER STEEL ICE BRIDGE LAYOUT 15i ANTENNA GROUNDING DETAIL 141 GROUND TEST WELL DETAILS 13 01m QUAD TE HANDHOLE WITH FLUSH COVER VERIZON CELL SITE CABINET (LOCATION AND INSTALL TO BE DONE BY VERIZON) PROPOSED 4"x4" PRESSURE TREATED POST W POWER DISCONNECT BOX MOUNTED TO IT FOR VERIZON CSC CABINET USE �Q GROUND RING WEATHERPROOFING F-- --I POWER TELCO 60 3" CONDUIT FROM TELCO CABLEWAVE Dynatek WEATHERPROOFING KIT (TYP.) (SEE NOTE) GROUND ROD UTILITY. 90' ELBOW AND !moir POWER I FUTURE RISER SHALL BE PVC 5/8"0x10'-0" LONG CABINET BATTERY SCH. 80 (VERIFY WITH I CABINET Brookfield, OH 44403 LOCAL UTILITY CO.) COMPACT Fax: (330)448-4337 CELL CABINET 3" CONDUIT FROM POWER I I o°oo O D UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) FINISH GRADE L� 1" LIQUID J FLEXIBLE CONDUIT (TYP.) PROPOSED 1" OR 1 1/4' CONDUIT TO VERIZON DISCONNECT BOX FROM METER PAK PROPOSED 1" OR 1 1/4' CONDUIT TO VERIZON CSC CABINET FROM DISCONNECT BOX 2" PVC TO PPC BTS RADIO CABINET 2" PVC FROM TELCO UTILITY 2" PVC FROM J POWER UTIUTY 2" PVC TO PPC :u TEL • • SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG,VA 22824 (540) 9BL-5123 MECHANICAL CONNECTION GROUND ROD DETAIL #6 AWG FROM ANTENNA CABLE GROUND KIT MECHANICAL TYPE I CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER MECHANICAL TYP CONNECTION Ti BE USED WITH # AWG BCTW TI BUILDING 01 GROUND RINL DYNATEK 6666 PROT. NO.: I DRAWN BY: M.L. CHECKED BY: DCB CONTRACTOR TO UTILIZE KOPR—SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS ELECTRICAL RISER DIAGRAM 3 GROUND BAR DETAIL 12 5 3/4" 7/16" 0 00 2" 0 0 o0 o ° 0 ° ° 0 0 0 p� 0 ®0 0 O 0 T ° ° O 0 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— WALL MOUNTING BRACKET. 5— 5/8-11 X 1" H.H.C.S.BOLTS. STANDARD GROUND BAR DETAIL FROM ANTENNA NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. JUMPER REQUIRED ONLY WHEN GROUND RING WEATHERPROOFING KIT, IT, CABLEWAVE (TYP.) #2 AWG BGTW CABLEWAVE Dynatek WEATHERPROOFING KIT (TYP.) (SEE NOTE) GROUND ROD CABLE TO !moir COPPERWELD 5/8"0x10'-0" LONG TELECOMMUNICATIONSSERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 800-838-3224 Fax: (330)448-4337 www. dynatektelecom. com GROUND ROD DETAIL #6 AWG FROM ANTENNA CABLE GROUND KIT MECHANICAL TYPE I CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER MECHANICAL TYP CONNECTION Ti BE USED WITH # AWG BCTW TI BUILDING 01 GROUND RINL DYNATEK 6666 PROT. NO.: I DRAWN BY: M.L. CHECKED BY: DCB CONTRACTOR TO UTILIZE KOPR—SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS ELECTRICAL RISER DIAGRAM 3 GROUND BAR DETAIL 12 5 3/4" 7/16" 0 00 2" 0 0 o0 o ° 0 ° ° 0 0 0 p� 0 ®0 0 O 0 T ° ° O 0 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— WALL MOUNTING BRACKET. 5— 5/8-11 X 1" H.H.C.S.BOLTS. STANDARD GROUND BAR DETAIL FROM ANTENNA NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. JUMPER REQUIRED ONLY WHEN 1 1/4"0 AND LARGER (T)(P.) WEATHERPROOFING KIT, IT, CABLEWAVE (TYP.) STANDARD CABLEWAVE CABLEWAVE CONNECT GROUND KIT (TYP.) WEATHERPROOFING KIT (TYP.) (SEE NOTE) CABLE TO CABLE TRAY (TYP.) GROUNDING DETAIL AWG HARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP COLLECTOR GROUND BAR GROUND BAR OO OO O TWO HOLE LUG TO BE USED WITH #4 BARE TINNED COPPER WIRE TO GROUND RING INSTALLATION OF GROUND WIRE TO TOWER BOTTOM GROUND BAR SUBMITTALS 2 1/14/08 FINALS 1 1/08/08 REDLINE REVISIONS 0 1 1/03/08 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 STRICT ,�X*Od ITED. SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-2 SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dynatek TELECOMMUNICATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 800-838-3224 Fax: (330)448-4337 www. dynatekte lecom. com DYNATEK 6666 PROJ. NO.: DRAWN BY: M.L. CHECKED BY: D.C.B. SUBMITTALS I 2 1/14/08 FINALS 1 1/08/08 REDLINE REVISIONS 0 1/03/08 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 STRIC40-e K4l;B,ITED. No. _1iil 1RUEDBUD SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-3 ELECTRICAL SYMBOLS ABBREVIATIONS ® GROUND TEST WELL WITH GROUND BAR ® GROUND ROD WITH ACCESS AWG AMERICAN WIRE GAUGE BCTW BARE COPPER TINNED WIRE e XIT GROUND ROD GPS GLOBAL POSITIONING SYSTEM ® GROUND ROD PCS PERSONAL COMMUNICATION SYSTEM Nx x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x x—x—x—x—x—x—x� DISCONNECT SWITCH PPC POWER PROTECTION CABINET \ 0 METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINET I RWY RACEWAY \ CIRCUIT BREAKER TYP. TYPICAL / RGS RIGID GALVANIZED STEEL \ GEN GENERATOR EMT ELECTRICAL METALLIC TUBING DWG DRAWING A MECHANICAL TYPE CONNECTION IGR INTERIOR GROUND RING (HALO) \ / ACCA ANTENNA CABLE COVER ASSEMBLY ® CADWELD TYPE CONNECTION MIGB MASTER ISOLATED GROUND BAR CIBGE COAX ISOLATED GROUND BAR EXTERNAL \ 3 1 4 I ,\Q / GROUNDING WIRE ---- BTS BASE TRANSMISSION SYSTEM CB INTERLOCKING MECHANISM GEN GENERATOR GR GROWTH --�---- -- SICW STRANDED INSULATED COPPER WIRE / / KEYED NOTES: I O PROPOSED EQUIPMENT GROUND RING is PROPOSED TOWER GROUND RING 2 #2 AWG INSULATED STRANDED COPPER WIRE EQUIPMENT GROUND TO GROUND RING, i — (FOR LOCATIONS SEE DETAIL ON SHEET A-4) 1 I � O INSPECTION WELL, VERIFY TYPE AND MODEL WITH CONSTRUCTION MANAGER_ 2 --- I 5/8" COPPER CLAD GROUND ROD, MAX SPACING: 10'-0" O.C. /11 I O #2 AWG COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE POST. 5 7 13 i I O #2 AWG SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH 12 TINNED SOLID COPPER CONDUCTOR O7 1/4" X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. O8 1/4" X 4" X 20" TINNED COPPER (UPPER) TOWER GROUND BAR. 9 1/4" X 4" X 20" TINNED COPPER (LOWER) TOWER GROUND BAR MOUNTED ON TOWER. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. 8 10 #6 AWG SOLID BARE COPPER TINNED WIRE TO FENCE CORNER POSTS (4 TYPICAL) I 11 GATE JUMPER (SEE SHEET A-5, DETAIL 3 FOR FURTHER DETAILS) 12 #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 TYPICAL) 13 TEST WELL WITH GROUND BAR (2 TYPICAL) / NOTES: 10 I P 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. I 2. ALL INSTALLATIONS SHALL BE FIELD VERIFIED. TINNED ALL GROUND WIRE SHALL BE #2 AWG SOLID BARE COPPER UNLESS NOTED OTHERWISE. ` \\ 4. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS x / I 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. \ I i 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. \ I 7. ANTENNA GROUND KITS SHALL BE FURNISHED BY SHENTEL AND INSTALLED BY CONTRACTOR. x / \\ 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 ` I FOR THE PARTICULAR APPLICATION. i x 10. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A LOCK WASHER UNDER THE NUT. i I i 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 11 I TO PRECLUDE ESTABLISHING A "CHOKE" POINT. \\ \ I x 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. 9 �+ I � �� 13. STANDARD BUS BARS (CIGBE AND MIGB) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE +� / \ - +�' V 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. TYPICAL EQUIPMENT GROUNDING DETAIL NOT TO SCALE SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG, VA 22824 (540) 984-5123 Dynatek TELECOMMUNICATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 800-838-3224 Fax: (330)448-4337 www. dynatekte lecom. com DYNATEK 6666 PROJ. NO.: DRAWN BY: M.L. CHECKED BY: D.C.B. SUBMITTALS I 2 1/14/08 FINALS 1 1/08/08 REDLINE REVISIONS 0 1/03/08 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 STRIC40-e K4l;B,ITED. No. _1iil 1RUEDBUD SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-3 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. 8. 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 LIST 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 IS 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 WITH 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 TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO THEM AND REPORT ANY SHORTAGES AND DISCREPANCIES TO THE OWNER'S REPRESENTATIVE OF THE TIME OF ISSUANCE. THE CONTRACTOR SHALL STORE 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 OWNER'S REPRESENTATIVE. IF A LANDSCAPE ALLOWANCE IS INCLUDED, PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES AND IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD, IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 6. ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FORM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTEN11ON 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. % 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 FILL PLACED IN MAXIMUM LIFTS OF 8" AND MECHANICALLY COMPACTED TO A DENSITY OF 957. 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 95% 13. ANY FILL OR STONE WILL 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. 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUPPLY ON-SITE RESTROOM FACILITIES FOR THE DURATION OF CONSTRUCTION PROGRESS. 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 IS 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 CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF NECESSARY. 3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28 -DAY STRENGTH OF 4,000 PSI AND A SLUMP OF 5" MAXIMUM WITH 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" 0/C WITH A MINIMUM 6" EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE. 8. ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 9. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS; PREMATURE DRYING AND MECHANICAL INJURY IN INSURE PROPER CURING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR GAPS. METALS: 1. ALL LABOR, MATERIALS, FABRICATION AND WORKMANSHIP SHALL CONFORM TO CODES AND STANDARDS OF ASTM AN AWS. 2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER. THE CONTRACTOR SHALL SUBMIT A COPY OF THE CERTIFICATION TO THE OWNER'S REPRESENTATIVE. 3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED. ANTENNAS AND CABLES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM 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 COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG,VA 22824 (540) 984-5123 Dynatek DYNATEK 6666 PROJ. NO.: DRAWN BY: M.L. CHECKED BY: D.C.B. SUBMITTALS 2 I/14/OS FINALS (/08/08 REDLINE REVISIONS 0 I/03/OS ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH �W;,k9,CLIENT NAME IS PR2R .'Y:.. C. ._..__ v FEDBUD SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 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 THF OWNFR'S RFPRESENTATIVE 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 %"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: 1. 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 OTHERWIDE 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. 8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM WITH AN INDEPENDENT LABORATORY AS SELECTED BY THE OWNER. THE OWNER'S REPRESENTATIVE WILL BE INFORMED 24—HOURS IN ADVANCE OF THE TEST. 9. STORE REDLINED DRAWINGS ON SITE AT ALL TIMES IN CAPPED PVC CONDUIT 10. CONTRACTOR TO PROVIDE PHOTO'S OF ANTENNA INSTALL (PUNCHUST ITEMS) AT TIME OF PUNCHWALK. 11. CONTRACTOR TO PERFORM PRE AND POST GROUNDING TEST FROM SHENTEL TEST WELL TO SHENTEL TEST WELL. SHENTEL TO PROVIDE MOST RECENT OHM TEST. 12. GROUND TEST TO BE PERFORMED AFTER INSTALLATION OF EQUIPMENT. CONNECTION TO GROUND RING MUST BE LESS THAN OR EQUAL TO 5 OHMS. ANTENNA SWEEP TEST CONTRACTOR WILL PERFORM TESTING ON EACH COAXIAL CABLE TO MEASURE INSERTION LOSS, AND TO ENSURE THAT EACH CABLE IS INSTALLED AND CONNECTED TO THE APPROPRIATE ANTENNA. THESE MEASUREMENTS MUST BE PERFORMED ON THE COAXIAL CABLE WITH THE 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 LEST 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 TH 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. PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED, NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED. INTERIOR BULKHEAD PENETRATION. PICTURE WILL BE USED TO VERIFY INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. 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 BETA: BTX — RED—BROWN—WHITE BRX — RED—WHITE—WHITE GAMMA: CTX — GREEN—BROWN—WHITE CRX — GREEN—WHITE—WHITE SHENANDOAH MOBILE COMPANY 500 SHENTEL WAY P.O. BOX 459 EDINBURG,VA 22824 (540) 984-5123 Dynatek TELECOMMUNICATIONS SERVICES 7134 Brookwood Drive Brookfield, OH 44403 Phone: 800-838-3224 Fm (330)448-4337 www.dynatcktelecorn com DYNATEK 6666 PROJ. NO.: DRAWN BY: M.L. CHECKED BY: D.C.B. SUBMITTALS I 2 1/14/08 FINALS 1 1/08/08 REDLINE REVISIONS 0 1/03/08 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 STRIU6 3 ED. / t a Jiite... a� % lei. REDB UD SITE: 046A 1207 REDBUD ROAD (E911) WINCHESTER, VA 22603 SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -2