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HomeMy WebLinkAbout21-04 Design PlanSITE NAME: TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA NEW EQUIPMENT AND NEW ANTENNAS ON PROPOSED 150' SELF SUPPORT TOWER VICINITY MAP NO SCALENaRT,i o-� 2Qo $ e° PROJECT LOC ATION vu_Fy 1E. 0 VALLEY VIEW TRL DRIVING DIRECTIONS FROM 1-81 EXIT 310 PROCEED ON HWY 37 WEST TO HWY 50 WEST FOR ABOUT 5 MILES TO RT 614 (BACK MOUNTAIN ROAD). TURN LEFT AND PROCEED ABOUT 3.8 MILES TO INTERSECTION (TOM'S MARKET ON RIGHT). TURN RIGHT TO STOP SIGN (SHAWNEELAND) TURN RIGHT TO MAPLE. LEFT ON MAPLE TO RIGHT ON DOGWOOD TO FIR. LEFT ON FIR AND UP HILL TO TIMBER RIDGE. PROCEED TO LOCKED GATE. THROUGH GATE AND UP HILL TO SITE ON THE RIGHT JUST BEFORE REACHING EXISTING TOWER STRUCTURES. LATITUDE: 39'11'02.1"N LONGITUDE: 78°23'1&.1" W(NAD 83 PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLATION OF FM RADIO EQUIPMENT, SUPPORT FRAMES, ICE BRIDGES, AND ANTENNA FRAMES AND CABLES ON A PROPOSED 150' LATTICE TOWER. BUILDING CODE USE GROUP: U (UTILITY) CONST. TYPE: TOWER - 2C SHEETINDEX SHEET DESCRIPTION :EV. INIT. T TITLE SHEET 3 MNT C-1 SITE SURVEY 0 MNT A-1 ARCHITECTURAL SITE PLAN I 2 MNT 1%-2 TOWER ELEVATION / SITE DETAILS 0 MNT A-3 SITE DETAILS 0 MNT F -I GROUNDING DETAILS 1 MNT E-2 GROUNDING PLAN AND DETAILS 0 MNT E-3 FENCE S GROUNDING DETAILS 0 MNT GN -I GENERAL NOTES I MNT GN -2 GENERAL NOTES I MNT DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS d DIMENSIONS 8 CONDITIONS ON THE JOB SITE B SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. PROJECT SUMMARY SITE NAME: TIMBER RIDGE MINISTRIES SITE ADDRESS: TIMBER RIDGE WINCHESTER, VA APPLICANT: WTRM 91.3 FM P.O. BOX 3438 WINCHESTER, VIRGINIA 22604 PHONE: 5LO-869-4997 PROPERTY OWNER: THOMAS A. AND LINDA K. McCRARY 3287 FOX HILL ROAD OAK T ON, VIRGINIA 22124 PHONE: 730-715-GILO MAP/PARCEL No.: MAP NUMBER L8 AND PARCEL 35 MAGISTERIAL DISTRICT: BACK CREEK MAGISTERIAL DISTRICT ZONING: ZONED (RA) RURAL AREA. ENGINEER: DYNATEK TELECOMMUNICATIONS 435 CRESTVIEW DRIVE TRANSFER, PA 16154 PHONE: 800-838-3224 FAX: 724-646-1384 CONTACT: MARK THOMPSON ZONING JURISDICTION: FREDERICK COUNTY 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 HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED. OTHER REQUIREMENTS FACILITY REQUIRES NO PLUMBING OR PARKING. WTRM 91.3 FM Dynatek DYNATEK 4766 PROJ NO. DRAWN BY. M.N.T. CHECKED BY: D.C.B. SUBMITTALS 3 8/18/04 SIGNATURE BLOCK ADDED 7/27/0& GENERAL REVISIONS 1 5/23104 GENERAL REVISIONS 0 6/8/04 I ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SEOF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHIC 0 CLIENT NAME IS D. "F _ Gi DAVID C. BAUDO No. 011187 5/! 81,)4- ,RCNiI TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 PROPOSED INGR THE PROPOSED LEASE AREA SHALL BE CONNECTED TO AN EXISTING DIRT ACCESS ROAD BY AN INGRESS/EGRESS h UTILITY EASEMENT, SAID EASEMENT SHALL HAVE A UNIFORM WIDTH OF 20 -feet AND UE ALONG THE FOLLOWING CENTERLINE; BEGINNING AT A POINT ON THE NORTHERN RIGHT -OF -WAV LINE OF SAID ACCESS ROAD, SAID POINT BEING N 78'19'14' E. 12.95' FROM AN EXISTING IRON PIN ON THE RIGHT-OF-WAY LINE; THENCE N 51'07'43" W. 393.65' TO A POINT; THENCE N 38'52'17' E, 156.83' TO A POINT; THENCE S 51'35'03' E. 65.08' TO A POINT, SAID POINT BEING LOCATED S 38.24'57' W. 10.00' FROM THE SOUTHERN CORNER OF THE SUBJECT LEASE AREA THE INGRESS/EGRESS at UTILITY EASEMENT INCLUDES 12,311 SQUARE FEET OF LAND. PROPOS ❑ LEASE AREA D S RIPTION BEGINNING AT A POINT MARKING THE WESTERN CORNER OF THE SUBJECT LEASE AREA, SAID POINT BEING LOCATED N 81'39'20" E, 240.83' FROM AN EXISTING IRON PIN AT THE WESTERN CORNER OF THE LANDS OF THE GRANTOR; THENCE N 3824'57" E. 75.00' TO A POINT MARKING THE NORTHERN CORNER OF THE SUBJECT LEASE AREA; THENCE S 51.35'03' E. 75.00' TO A POINT MARKING THE EASTERN CORNER OF THE SUBJECT LEASE AREA; THENCE S 38'24'57' W. 75.00' TO A POINT MARKING THE SOUTHERN CORNER OF THE SUBJECT LEASE AREA; THENCE N 51'35'03' W. 75.00' TO THE POINT AND PLACE OF BEGINNING. THE SUBJECT LEASE AREA INCLUDES 5,625 SQUARE FEET OF LAND. / SITE NAME:- . . . . . . . . . . . . -TIMBER RIDGE MINISTRIES PROPOSED TOWER LOCATION: LATITUDE. . . . . . . . . . .39'11'02.1' N LONGITUDE:. . . .. .7823'14.1" W NGVD 1929 DATUM:. . . . . .2525' NOTES: 1. NO SUBSURFACE UTILITY LOCATION WERE DETERMINED BY THE SURVEYOR 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 THE SURVEYOR IS INTENDED TO SHOW THE LEASE AREA. O ENGINEERING SERVICES RELATIVE TO THE PROPOSED EQUIPMENT INSTALLATION WERE PROVIDED BY THE SURVEYOR. 4. THE UNMONUMENTED PROPERTY POINTS, OVERALL PROPERTY BOUNDARY, AND ACREAGE SHOWN ON THIS DRAWING WERE REPRODUCED FROM PLANS AND DEEDS PROVIDED BY SHENTEL. THE SURVEYOR CERTIFIES ONLY THE LEASE AREA. EASEMENT, AND TIE-IN TO THE INDICATED POINT. A SURVEY OF THE OVERALL PROPERTY WAS NOT PERFORMED BY THE SURVEYOR. / PROPOSED TOWER LOCATION ♦ \ / ♦ PROPOSED 75'x75' LEASE AREA ` (5,625 SO. FT.) ` EXISTING GRAVEL ACCESS ROAD ♦ (VARYING WIDTH) `\ EXISTING 50' WIDE RICHT-OF-WAY ♦ ♦ \ N/F OF THOMAS ANDREW 8: LINDA K. McCRARY ♦ ` D.B. 670, PAGE 796 \ \ ♦ DENSELY WOODED 0 / z \ ♦ / N \ O /z ` LEGEND W / rT -E (E) UTILITY POLE / T -E OVERHEAD UTILITIES FND • IRON PIN FOUND 0 200' I.P.ti IRON PIN SET / SCALE: / LEASE AREA TOPOGRAPHIC SURVEY 7 / / VAC e +a$ PROPOSED TOWER LOCATION \ �o / 1.1 / I.P. FND N . � N N ENLARGED LEASE AREA TOPOGRAPHIC SURVEY PROPOSED 75'x75' LEASE AREA (5,625 SO. FT.) 0 n 0 50' SCALE: N/F OF THOMAS ANDREW k LINDA K. McCRARY D.B. 670, PAGE 796 DENSELY WOODED EXISTING GRAVEL ACCESS ROAD (VARYING WIDTH) EXISTING 50' WIDE RIGHT-OF-WAY L WTRM 91.3 FM Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fac: 724-646-1384 —.dynatektel ecom.com DYNATEK 4766 PROD. NO.: DRAWN BY M.N.T_ CHECKED BY: Z.R.M /W.W. S. SUBMITTALS 0 6/15/OL I FINAL 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. � L L WARREN WILLIAM SORG 1 No. 040 001765 ` 0 9ti0 SURVE- TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: LEASE AREA TOPOGRAPHIC SURVEY SHEET NUMBER: C-1 LINE TABLE LINE LENGTH BEARING L1 240.83 N 81'39'20" E L2 75.00 N 38'24'57" E L3 75.00 S 51'35'03" E L4 75.00 S 38'24'57" W L5 75.00 N 51.35'03" W L6 393.65 N 51'07'43" W L7 156.83 N 38'52'17" E L8 65.08 S 51'35'03" E L9 10.00 S 3824'57" W L10 12.95 N 78.19'14" E / PROPOSED TOWER LOCATION ♦ \ / ♦ PROPOSED 75'x75' LEASE AREA ` (5,625 SO. FT.) ` EXISTING GRAVEL ACCESS ROAD ♦ (VARYING WIDTH) `\ EXISTING 50' WIDE RICHT-OF-WAY ♦ ♦ \ N/F OF THOMAS ANDREW 8: LINDA K. McCRARY ♦ ` D.B. 670, PAGE 796 \ \ ♦ DENSELY WOODED 0 / z \ ♦ / N \ O /z ` LEGEND W / rT -E (E) UTILITY POLE / T -E OVERHEAD UTILITIES FND • IRON PIN FOUND 0 200' I.P.ti IRON PIN SET / SCALE: / LEASE AREA TOPOGRAPHIC SURVEY 7 / / VAC e +a$ PROPOSED TOWER LOCATION \ �o / 1.1 / I.P. FND N . � N N ENLARGED LEASE AREA TOPOGRAPHIC SURVEY PROPOSED 75'x75' LEASE AREA (5,625 SO. FT.) 0 n 0 50' SCALE: N/F OF THOMAS ANDREW k LINDA K. McCRARY D.B. 670, PAGE 796 DENSELY WOODED EXISTING GRAVEL ACCESS ROAD (VARYING WIDTH) EXISTING 50' WIDE RIGHT-OF-WAY L WTRM 91.3 FM Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fac: 724-646-1384 —.dynatektel ecom.com DYNATEK 4766 PROD. NO.: DRAWN BY M.N.T_ CHECKED BY: Z.R.M /W.W. S. SUBMITTALS 0 6/15/OL I FINAL 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. � L L WARREN WILLIAM SORG 1 No. 040 001765 ` 0 9ti0 SURVE- TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: LEASE AREA TOPOGRAPHIC SURVEY SHEET NUMBER: C-1 0 8' SCALE: ARCHITECTURAL SITE PLAN 12'-0" 0 75'-0" I 30'-6" 14'-0" 8'-0" x x x x x x 7 5 10 x 17 x x x o n x x X x _X_X I X X X X X x x X OPROPOSED 12'-0" X 20'-0" SHELTER OPROPOSED 24" WIDE ICEBRIDGE OPROPOSED 150' SELF-SUPPORT TOWER OPROPOSED AC UNITS 5 PROPOSED 8' HIGH CHAIN-LINK FENCE WITH 3 STRANDS OF BARBED WIRE ON TOP OPROPOSED 12'-0" GRAVEL ACCESS ROAD OPROPOSED 14'-0" CHAIN LINK GATE OPROPOSED 8'-0" X 8'-0" GENERATOR SHELTER OPROPOSED METER LOCATION (PER LOCAL UTILITY CO CODES) 10 PROPOSED 75'-0" X 75'-0" LEASE AREA 11 PROPOSED PROPANE TANK LOCATION GENERAL NOTES - REFER TO SURVEY FOR MORE SITE INFORMATION - REFER TO SHEET A-2 AND A-3 FOR SITE / CONSTRUCTION DETAILS - CONTRACTOR TO REFER TO EQUIPMENT CABINET SHOP DRAWINGS FOR MORE INFORMATION KEYED NOTES WTRM 91.3 FM Dyflatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone. 800-838-3224 Fax: 724h16-1384 www.dynatektelecom. com DYNATEK 4766 PROJ_ NO_: DRAWN BY: M.N.T_ CHECKED BY D.C.B. SUBMITTALS 2 7/27/01, GENERAL REVISIONS 1 6/23/01, GENERAL REVISIONS 0 6/8/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE � SOTHER THAN NAME SWHICH �pRSthlaLTED. I✓AVID 1_ :` No. C ? A. TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: ARCHITECTURAL SITE LAYOUT SHEET NUMBER: A-1 GPS ANTENNA PROVIDED BY OWNER 3/4" RIGID GPS MOUNTING PIPE GPS ATTACHMENT U-BOLT AND STRAP TYP. //�� WTRM (TOTAL OF 2 REQUIRED) 91.3 FM WAVE GUIDE POST SEAL VOID BETWEEN CABLE AND PIPE NOTES: 1/2" DIA. COAX 1. COORDINATE GPS ANTENNA LOCATION WITH C.M. CABLE 2. MAINTAIN MINIMUM BEND RADIUS ON COAX CABLE AT ALL TIMES. 3. ENSURE LOCATION OF GPS ANTENNA ALLOWS FOR CLEAR VIEW OF SOUTHERN HORIZON.4. Dvnatek GROUND GPS IN THE SAME FORMAT AS OTHER COAX CABLE, RE 3/G-2 J TELECOMMUNICATIONS SERVICES 7—PROPOSED 435 Crestview Drive Transfer, PA 16154 TYP. GPS DETAIL: Phone 800-838-3224 ANTENNA LOCATIONS Fax_724-646-1384 www. dynalektelecom.com GPS DETAIL (IF REQUIRED) DYNATEK 4766 FINISHED GRADE, AC OR PROT NO.: CONIC PAVING MATCH TRENCH SLOPE AND THICKNESS OF EXISTING DRAWN BY MN.T. METALLIC WARNING TAPE CHECKED BY D.C.B. Z O PROPOSED 150.0±' SELF-SUPPORT TOWER -`:< _ ,e�,.;a- .. �I UNDISTURBED 8" DIA. x 24" DEEP INSPECTION WELL P.M.C. #2 AWG SOLID TINNED SOIL PIPE WITH CAP COPPER WIRE TEST LOOP OR EQUIVALENT EXTENSION W Q O p� mZ 3/4' CRUSHED STONE SUBMITTALS EXISTING GRADE OR EQUAL FILL TEST Of Z ` -- COMPACTED BACKFILL PER WELL TO WITHIN 2" OF O Z a Z a HWORK .` ORE LIEAN CONCRETE -����� TOP OF GROUND LOOP z j I1--I_II---1I—III—i—II —III—III-1 =11 —1 — L� W O " ELECTRICAL CONDUIT (MIN. TELCO CONDUIT (MIN. 3'- .III-11I-11I—III- o =11 - 11-- 1 _-1 I -1I -1 I -1I1-' I- tn 0- 3" PVC SCH 40) WHERE PVC SCH 40) WHERE -III— oo —— O APPLICABLE APPLICABLE O I —� o °o �-' N2 SOLID 6/23/04 GENERAL REVISIONS O m - - TINNED 0 6/8/04 ISSUED FOR REVIEW .p 6" MIN. COPPER TYP. TTHE HIS INFORMATION SE 0 Of AT ION CONTAINED NTS ISIN PROPRIETARY BY NATURE. ANY 0 o 01 O- NOTE TO CONTRACTOR: INSTALL PULL BOXES ON RUNS EXCEEDING (4) 90' BENDS PER NEC CAD LD 1 TyP #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION (TYPE-GT) sTANIOAROs. USE OR DISCLOSURE OTHER THAN o_ CONDUIT SEPARATION TO BE VERIFIED WITH LOCAL UTILITY CO. 5/8" DIA. x 10' LONG TO GROUND ROD COPPER CLAD GROUND THAT WHICH R,A.L�Cj'��aQ CLIENT NAME IS ST.,C€ LY PRO IM CONTRACTOR TO INSTALL D860 NYLON PULL STRING IN POWER AND ROD CADWELD .f` I TELCO CONDUITS. ALL TRENCHING SHALL INCLUDE 12" OF STONE DUST OR SAND. A C TELCO/POWER UTILITY TRENCH DETAIL 3 GROUND TEST WELL DETAILS 2 PROPOSED 8'-0" HIGH CHAIN-LINK FENCE( WITH 3 STRANDS OF BARBED WIRE ON TOP _ %/ 7 26) PROPOSED 24" WIDE ICEBRIDGE PROPOSED AC UNITS TIMBERRIDGE PROPOSED 12'-0" X 20'-0' SHELTER MINISTRIES PROPOSED 8'-0" X 8'-0" TIMBER RIDGE GENERATOR SHELTER WINCHESTER, VA SHEET TITLE: TOWER GRADE4, ELEVATION/ :;,.. yi�:?i!i SITE DETAILS SHEET NUMBER: A-2 TOWER ELEVATION 5 NOT USED 4 NOT USED PROPOSED 12'-0" X 20'-0 SHELTER CANOPY SUPPORT ELEVATION FIELD CUT PIPE TO LENGTH CAP W/ GALV. METAL CAP 36" MAX. #2 AWG BTCW IN 3/4" PVC CONDUIT (ENDS SHOULD BE SEALED FLEX JUMPERS WATERTIGHT WITH CAULKING) GROUNDS TO BE BONDED WITH LIKE METAL #2 AWG BTCW IN 3/4" PVC CONDUIT z 1" CROWN GROUND RING TOP OF PIER 3 1/2"0 GALV. STD. WT. PIPE. � G - i y 6" MIN. COMPACTED 12 GRAVEL BASE ICE BRIDGE POST DETAIL GALV. STEEL PIPE CAP WAVEGUIDE SUPPORT BRACKET 24" WAVEGUIDE ICE BRIDGE TOWER LEG COAX � I 3 1/2"0 SCH. 40 GALV. STEEL PIPE GROUND BAR 4" GRAVEL J CADWELD i 6 CANOPY SUPPORT SECTION NOTE: ALL STEEL IS TO BE GALVANIZED ICE BRIDGE WASHER/NUT BOTH SIDES TRAPEZE TYPICAL TRAPEZE DETAIL #2 AWG BCTW GROUND LEAD FROM WAVEGUIDE TO WAVEGUIDE SUPPORT POST 51 NOT USED ALL THREAD WASHER/NUT BOTH SIDES SNAP—IN FOR COAX WASHER/NUT BOTH SIDES Y I WTRM 91.3 FM Dvnatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone -800-838-3224 Fax: 724-646-1384 www. dyn atektelec om. com DYNATEK 4766 PRO1. NO DRAWN BY M.N.T. CHECKED BY: D.C.B. SUBMITTALS 0 6/8/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT NAME IS HSR T CLID. Yil_ C 9ekU ND No. Oielo7 TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: SITE DETAILS SHEET NUMBER: A-3 T 3 w z 1" CROWN TOP OF PIER f. 51 NOT USED ALL THREAD WASHER/NUT BOTH SIDES SNAP—IN FOR COAX WASHER/NUT BOTH SIDES Y I WTRM 91.3 FM Dvnatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone -800-838-3224 Fax: 724-646-1384 www. dyn atektelec om. com DYNATEK 4766 PRO1. NO DRAWN BY M.N.T. CHECKED BY: D.C.B. SUBMITTALS 0 6/8/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT NAME IS HSR T CLID. Yil_ C 9ekU ND No. Oielo7 TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: SITE DETAILS SHEET NUMBER: A-3 24" TRENCH OR AS REO'D BY POWER / TELEPHONE CO. FINISH GRADE W RM COMPACTED BACKFILL PER USCC J V) EARTHWORK SPECIFICATIONS �W 91.3 FM o W - WARNING TAPE a o 3" PVC ELECTRICAL CONDUIT. CORDINATE V)cl,SIZE AND INSTALLATION WITH POWER CO. w - COMPACTED SAND Er 00 _ 4" PVC TELEPHONE CONDUIT. CORDINATE INSTALLATION WITH TELEPHONE CO. U12-,12" MIN. Dynatek VERIFY WITH LOCAL CODES TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fax. 724-646-1384 TRENCH DETAIL 2 NOT USED ( www dynatektel— com SPECIFICATIONS AND NOTES. 20'-0" DYNATEK 4766 PROI. NO.: 1.1 SCOPE / SUBMITTALS: CONCRETE FOR SMELTER FOUNDATION AND FENCE POST SETTING. SUBMIT PROPOSED MODIFICATIONS TO THESE DRAWINGS AND 7* -0 {6'-0 7'-0" SPECIFICATIONS FOR APPROVAL USCC. DRAWN BY. M.N.T. JR 1-2 QUALITY STANDARDS: COMPLY WITH THE STANDARDS OF THE AMERICAN CHECKED BY: D.C.B. 6x6 10/10 WWF`„.�vt'CONCRETE INSTITUTE, THE CONCRETE REINFORCING STEEL INSTITUTE, AND APPLICABLE ASTM REQUIREMENTS. 2 #4 REINFORCING TIES ® 18” C/C..1 FORM WORK MATERIAL: CONCRETE HAS GENERALLY BEEN DESIGNED FOR 3" CLEAR. MINIMUM SUBMITTALS EXPANSION JOINT o PLACEMENT AGAINST EARTH OR FILL MATERIALS, HOWEVER THE TOP 4' MINQNUM OF SHELTER AND TOWER FOUNDATIONS SHALL BE PLACED USING FORMS. (2) #4 REINFORCING TIES ® 12" C/C. CONSTRUCT FORM WORK TO PROVIDE FINISHED CONCRETE ACCURATE TO LINES AND LEVELS SHOWN ON THE DRAWINGS. CONSTRUCT FORM WORK WITH TIGHT 3" CLEAR. MINIMUM - JOINTS TO MINIMIZE LEAKAGE- INCLUDE ALL ACCESSORIES NECESSARY TO SUPPORT EMBEDDED ITEMS DURING PLACEMENT OF CONCRETE. o 6x6xW6.5xW6.5 WELDED I ' w 2.2 REINFORCING MATERIALS: REINFORCING BARS SHALL COMPLY WITH ASTM A 615, WIRE FABRIC vt N II GRADE 60. STEEL WIRE SHALL COMPLY WITH ASTM A 82. WELDED WIRE FABRIC 1 4'-0"�-i 5.. Ir SHALL COMPLY WITH ASTM A 185. INCLUDE ALL BOLSTERS, CHAIRS, SPACERS, AND I OTHER DEVICES FOR PROPERLY SECURING THE REINFORCING DURING PLACEMENT b W OF CONCRETE. ALL REINFORCING MATERIALS SHALL BE CLEANED OF RUST, SCALE 4"x8"x1 /4" KOROLATH 0 6/8/04 ISSUED FOR REVIEW 5 DOWEL PINS o m AND OTHER MATERIAL THAT INHABITS BOND TO CONCRETE. BEARING SHIM TYPICAL INTO FOUNDATION 23 REINFORCING STEEL ALL REINFORCING STEEL WILL BEASTM A615GRADE 60 THIS SET OF DOCUMENTS 4'-0" THE INFORMATION CONTAINED IN BARS, ASTM A 185 STEEL MESH. ALL DETAILING, FABRICATION, PLACING AND PROPRIETARY BY NATURE- SANY USE SUPPORTS SHALL BE IN ACCORDANCE WITH A, C, 1, 318-77 AND C, R, S, I- OR DISCLOSURE OTHER THAN THAT - o z�<<�F tim WHICH RELATESTO•CLIENT�VAME IS I — - 3.1 PLACEMENT AND FINISIHNG: INSTALL FORM WORK AND REINFORCING AS I STRICTLY PROHIBITED. t`+ REQUIRED FOR CONFIGURATION OF CONCRETE SHOWN ON THE DRAWINGS. PLACE o CONCRETE CONTINUOUSLY IN EACH LOCATION. CONSOLIDATE CONCRETE USING EQUIPMENT APPROPRIATE TO EACH CONDITION, LIMITING THE DURATION TO - -- S'T'OOP DE'T'AIL 3 PREVENT BRINGING AN EXCESS OF FINER AGGREGATE TO THE SURFACE. BRING = - - _ - _ - �f SURFACES TO CORRECT LEVEL WITH A STRAIGHT EDGE, FLOAT SMOOTH AND - - 4 `�r TROWEL TO A HARD DENSE FINISH HAVING A TOLERANCE OF 1/8" IN 10'-0" 1O - - 9 - _ a 'L \ S"`�r� �✓ y� EXTERIOR WALKING SURFACES SHALL BE GIVEN A BROOMED FINISH r -- PERPENDICULAR TO THE DIRECTION OF TRAVEL. HOT AND COLD WEATHERr 6x6xW6.5xW6.5 WELDE T. t I PLACEMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 305 ANIWIRE FABRIC ' I � 306. EQUIPMENT SHELTER PERIMETER BEAM I I 1'-0" TYP.E i 11 a I � I 1 12"x12"xl/4" TIE DOWN PLATE SHELTER FOUNDATION BEARING CALCULATION: ADDIONAL NOTES: A - :. L"' 4" I I 1 I CONCRETE NOTES AND ALLOWABLE SOIL BEARING PRESSURE 1- " = 24", BUT MAY VARIES REQUIRED PER LOCAL CODE, FROST LINE AND/ OR SOIL BEARING CAPACITY I 1 3/4" WEJ—JTS x 6" LONG i i 1. ALL CONCRETE SHALL BE MADE FROM TYPE 1 CEMENT AND SHALL HAVE A 2- FINAL DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TIMBER RIDGE u MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3000 PSI AT THE 28 DAY TEST. �T c TRIE S �----------------------- GRADE `'----------'----------- 2. ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN 3. SLAB MUST BE LEVEL t 1/4". MINISTRIES I S _ ACCORDANCE WITH A.C.I. STANDARDS 309-72 RECOMMENDED PRACTICE FOR 4- ADDITIONAL ENGINEERING REVIEW REQUIRED ON SHELTER IF FOUNDATION IS PLACED ON SOIL WITH SOIL ----------------------- CONSIDERATION OF CONCRETE- BEARING CAPACITY LESS THAN 1200 PSE. TIMBER RIDGE -III-I I 1711177177777711 7 LI I I -III 1 I I I=III LII LII I I I I I III I I11 3. ALL HOT/COLD WEATHER PLACEMENT WILL BE IN ACCORDANCE WITH A.0 1 5. ALL REBAR IS GRADE 40 MINIMUM WINCHESTER, VA =III— I I I II I I_ I I I I_I I I_I 11-111-11 I_I I I_I I I_I I I 305-306 6. W6.5 IS SPECIFIED FOR WWF HAS 0.288" DIA. =III—i 11-111-111-111-11 4. COVER CONCRETE WITH 4 MILPOLY OR, SPRAY WITH CURING COMPOUND NOT SHEET TITLE: —._III—"III III—III—III—III—III-III CONTAINING WAX, OIL, RESIN AND VARNISH, Z WWF IS 60 KSI MINIMUM CONSTRUCTION 5. TEST CYLINDERS, THREE (3) PER DAY SHALL BE TAKEN, TEST I @ 7 DAYS AND 2 @ 8. REINFORCING SHOWN IS MINIMUM AS REQUIRED FOR SHRINKAGE AND TEMP. INCONSISTENT SOLS REQUIRE FOUNDATION —III_-- I — 28 DAYS. ENGINEERING ANALYSIS BEFORE INSTALLATION. DETAILS 6. SURFACE OF FOUNDATION MUST BE LEVEL TO WITHIN 1/4" OF ALL AREAS. 9, THE BUILDING DELIVERY PEOPLE WILL PROVIDE AND PLACE THE TIE DOWN MATERIAL. 10. WHEN SETTING THE BUILDING, PERIMETER TYPE FOUNDATION ALWAYS CAULK BETWEEN THE BUILDING AND SHEET NUMBER: FOUNDATION. 11. IF A SLAB FOUNDATION IS USED, CAULK ONLY WHEN DIRECTED BY THE P.M. A H 4 TYP. TIE DOWN DETAIL 5 FOUNDATION DETAILS 4 L 1 PROPOSED TELCO DEMARC (MOUNTED ON THE INSIDE OF THE SHELTER) 1" LIQUID TIGHT FLEXIBLE CONDUIT (TYP.) PROPOSED METER (MOUNTED ON THE OUTSIDE OF THE SHELTER) OPROPOSED DISCONNECT (MOUNTED ON THE OUTSIDE OF THE SHELTER) 3" CONDUIT FROM POWER UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) 3" CONDUIT FROM TELCO UTILITY. 90' ELBOW AND RISER SHALL BE PVC SCH. 80 (VERIFY WITH LOCAL UTILITY CO.) GRADE z .. MECHANICAL CONNECTION n GROUND RING #2 AWG BCTW GROUND ROD COPPERWELD 5/8"0x10'-0" LONG GROUND ROD DETAIL I I MECHANICAL TYPE CONNECTION GROUND BAR ON WALL OR ON ANTENNA TOWER DETAI 6, E-2 MECHANICAL TYPE CONI` TO BE USED WITH #4 AV TO BUILDING OR GROUN #6 AWG FROM ANTENNA CABLE GROUND KIT — CONTRACTOR TO UTILIZE KOPR—SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS ELECTRICAL RISER DIAGRAM 1 3 1 GROUND BAR DETAIL 12 5 3/4" 4 7/16" � o 0 0 2 ° oo 0 0 0 0 p 0 0 0 ® 0 0 3 T O 0 0 0 0 0 1 0 1, LEGEND 1— COPPER GROUND BAR, Ya"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 JUMPER REQUIRED ONLY WH 1 1/4"0 AND LARGER (TYP.) CABLEWAVE CONNECTER 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) JANTENNA CABLE TO CABLE TRAY (TYP.) AWG —HARGER BUSS BAR MOUNTED NEAR/BELOW ANTENNA 4/0 STRANDED COPPER WIRE (GREEN THWN INSULATION) TO TOWER TOP COLLECTOR GROUND BAR GROUND BAR 1 ng TWO HOLE LUG TO BE USED -- WITH #4 BARE TINNED COPPER WIRE TO GROUND RING (IN PVC CONDUIT) INSTALLATION OF GROUND WIRE TO TOWER BOTTOM GROUND BAR WTRM 91.3 FM Dvnatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fax724-646-1384 www.dynatektelmom com DYNATEK 4766 PROI. NO.. DRAWN BY: M.N.T_ CHECKED BY: D.C.B. SUBMITTALS I 6/23/0L GENERAL REVISIONS 0 6/8/OL ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RbkATES Fp-��I__IENT NAME IS g0''CTLY PROHIB_t Q- U E;:v; --po TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: E-1 ELECTRICAL SYMBOLS ® GROUND TEST WELL WITH GROUND BAR ABBREVIATIONS ® GROUND ROD WITH ACCESS AWG AMERICAN WIRE GAUGE e XIT GROUND ROD BCTW BARE COPPER TINNED WIRE GPS GLOBAL POSITIONING SYSTEM ® GROUND ROD PCS PERSONAL COMMUNICATION SYSTEM EJ DISCONNECT SWITCH PPC POWER, PROTECTION CABINET -- ❑ © METER ON METER/BREAKER UNIT PRC PRIMARY RADIO CABINETRWY RACEWAY CIRCUIT BREAKER TYR. TYPICAL RGS RIGID GALVANIZED STEEL 5 GENERATOR EMT ELECTRICAL METALLIC TUBING DWG DRAWING A MECHANICAL TYPE CONNECTION IGR INTERIOR GROUND RING (HALO) CADWELD TYPE CONNECTION ACCA ANTENNA CABLE COVER ASSEMBLY x x x z x-� x x x x x MIGEI MASTER ISOLATED GROUND BAR CIBC _ CIBGE COAX ISOLATED GROUND BAR EXTERNAL GROUNDING WIRE BTS BASE TRANSMISSION SYSTEM --�I - CB INTERLOCKING MECHANISM GEN GENERATOR 11 GR GROWTH SICW STRANDED INSULATED COPPER WIRE OKEYED NOTES: tO PROPOSED GROUND RING 10 / O #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. 4 3 O #2 AWG COPPER GROUND WIRE. USE CADWELD TYPE CONNECTION TO ICE BRIDGE POST. #2 AWGSOCOPPER CONDUCTOR SOLID BARE COPPER TINNED WIRE TO SEPARATE GROUND ROD WITH O7 1/4" X 4" X 20" TINNED COPPER TOWER GROUND BAR. 12 2 6 ® 1/4 X 4" X 20" TINNED COPPER EQUIPMENT GROUND BAR. 9 O9 1/4" X 4" X 20" TINNED COPPER GROUND BAR. CADWELD LEADS TO GROUND RING AT TWO(2) PLACES. PROPOSED �ROPOSED OO #6 AWG SOLID BARE COPPER TINNED WIRE TO FENCE CORNER POSTS (4 TYPICAL) WTRM SHELTER ¢ENERATOR (SHELTER D GATE JUMPER (SEE E-4 FOR DETAILS) r B ' I Q2 PROPOSED #2 AWG SOLID BARE COPPER TINNED WIRE TO TOWER GROUND RING (2 12 5 � � TYPICAL) 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. x x .-x x x� 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 W 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 WTRM 91.3 FM Dvnatek DYNATEK 4766 PROJ. NO.: DRAWN BY. M.N.T. CHECKED BY: D.C.B. SUBMITTALS 0 6/8/0& ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATE-&,, LIENT NAME IS STRfCTLY PROW f-E.D. ".OI 71Y TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: GROUNDING PLAN & DETAILS SHEET NUMBER: E-2 1 % M PER ASTM1083E MINIMUUDIA. plpE 5 MIN. FROM CORNER TO GATE P (WELDED FRAME CONSTRUCTION) 3 STRANDS OF BARBED WIRE 4' DIA. SCHEDULE 40 (MIN.) GATE POSTS -TO P PIPE. PER ASTM---FF11083 " ' W TRM`s r 91.3 FM ..r• y�.� 3" DIA SCHEDULE 40 •' )< 2 1/2' DW ) . SCHEDULE 20 (MIN) '` ! /'"r' (MIN.) CORNER PO LINE POST, PER --1 1083 x t STS .•� (� EQUALLY SPACED 8 8'-0- _ f .�'�'',-� 'r. „!' c -c% �, STRETCH ,� ER BAR 1 5/8' DIA. BRACT " FINAL GRADE SH RAIL B ALL UNIFORM AND LEVEL 6E r-r'%`.rr /i CORNER POSITSAAN �.: '�' 0^ -�.� � �; w0 •. ` `cam �, .;.c'4 '.;� ice. DUCK BILI OP .'X . Y;?,y^'� -'.✓ ✓. ADJACENT LINE POST LOCATION GAT ....', -,-:!- ALUM E,- S Dynatek ON SHALLINIZEO STEEL FENCEBE FIEL9 GAGE, p 2 INCH ER ASTM -A392 TELECOMMUNICATIONS SERVICES 5/8' DIA. SCHEDULE 40. .f :. �� BRACING RAIL. TYPI .,. ,:. •T i 1 ..C' C° i70c�S^c s ,...:^^„ ..^'" ` . ,t"..- 1)E' MAX. CL OF GATE. � BOTH � o - ',v" , c r I a '�'� '`�k l"'- s X �`'`'a' '`�„/. CLEARANCE 435 Crestview Drive .. l / c-�ia, - Transfer, PA 16154 FRAME IN PIPE, GATE,e Phone: 800-838-3224 8' plq_ ERIOR BRACING _ �c'F TENSION WIRE, 8' DIA. '1 I 2" ABOVE G"DE GAGE Fax: 724fi46-1384 _ x>' -I o� r> -F www. dynatektelecom.com GATE POST CONCRETE X16 �-- � `� n 12FOUNDATION 3000' ( psi) GEOTEXTILE FABRIC DYNATEK 4766 NOTES: LINE P PROJ. NO.: OST CONCRETE CORNER POST CONCRETE 1. INSTALL FENCING PER ASTM F-567. 72. FOUNDATION (3000 psi) i FOUNDATION (3000 psi 2. INSTALL SWING GATES PER ASTM F-900. w. , L ) t 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT 8" DIA. DRAWN BY: M N.T. REQUIREMENT SHALL BE COMPLIED IF REM). 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPES SHALL BE 1CHECKED BY' D.C.B. JE" (HOT DIP, ASTM A120 GRADE 'A' STEEL) ALL FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END -CAPS. 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. 11. A 10"02' SIGN WITH "SHENTEL" AND THE SITE NUMBER AND PERTINENT INFORMATION SHALL BE FASTENED TO THE OUTSIDE OF THE FENCE. TYPICAL FENCE AND GATE DETAIL I O 6/8/04 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 CLIEOT NAME IS STRICTLY PROkiRTED. - t� U7 EXTENSION ARM WITH 3 CADWELD (TYP.) CADWELD 7�7�a¢ STRANDS OF BARBED WIRE RING CROON RING GROUN ..�• SEE NOTE �" � 3 & 4 TOP RAIL #2 AWG BCW #2 AWG BCW ._r i'✓ #2 AWG BCW CABLE TO CABLE #2 AWG BCW CADWELD (TYP.) #2 AWG BCW Fow 3w POST -J VERTICAL POST VERTICAL POST TIMBER RIDGE RING GROUND //2 AWG BCW (MIN 18' BELOW ROUGH GRADE) CABLE TO CABLE CONNECTED NOT CONNECTED MINISTRIES OUTSIDE FACE NOTE: CADWELD TO RING TO RING OF FENCING 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE DTE: CADWELDED TO THE POST ABOVE GRADE, 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND TIMBER RIDGE 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. WINCHESTER, VA 3. GATE JUMPER SHALL BE N4/0 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. EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING FENCE & 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. GROUNDING DETAILS SHEET NUMBER: E-3 EXTENSION ARM INSTALLATION DETAIL 141 FENCE GATE GROUNDING (IF APPLICABLE) 13 FENCE GROUNDING (IF APPLICABLE) 2 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 VOICESTREAM. 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 urLL REPLACE „ AT THEIR EXPUNGE. I& 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 TO BE REMOVED FOM SITE WITHIN FIVE BUSINESS DAYS OF COMPLETION OF CONSTRUCTION. SITE WORK: 1. THE CONTRACTOR SHALL, IF REQUIRED, 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 UST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES AND IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD, IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUB BASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 6. ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FORM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 7. ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI-500X, OR EQUAL. 8. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES AND BE AN EPA REGISTERED LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO THE O'WNER'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 X14 40-75 Mkt 0 30-60 X140 10-30 X1100 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 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 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 IY TV.-- OPPOSITE DIRECTIONS IN TMCE 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 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. 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 WTRM 91.3 FM Dvnatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 Fax 724-646-1384 www. dyn atektelec om. com DYNATEK 4766 PROJ. NO.. - DRAWN BY_ M.N.T. CHECKED BY: D.C.B. SUBMITTALS 1 1 16/23/04 1 GENERAL REVISIONS 0 16/8/04 I ISSUED FOR REVIEW I 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 STRIJT>=Y PROH'*11TED. M; - r �ctu' 7/ 7/f"� _ r TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA 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 %-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 WTHOUT 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 HATH 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. 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 (PUNCHLIST 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. WTRM 91.3 FM Dynatek TELECOMMUNICATIONS SERVICES 435 Crestview Drive Transfer, PA 16154 Phone: 800-838-3224 F- 724-646-1384 .-Aynatektelecom com DYNATEK 4766 PROD NO. DRAWN BY M.N.T. CHECKED BY: DCB SUBMITTALS 1 6/23/04 GENERAL REVISIONS 0 6/8/04 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN NTHAT AME SHS H RELA��pl$_ QCLIENT Tip. :.)!d7 TIMBER RIDGE MINISTRIES TIMBER RIDGE WINCHESTER, VA SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN -2