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Home My WebLink About02-20 Site Plan_PROJECT SITE INFORMATION LOCATION MAP SITE NAME: FROG EYE SIRBAUGH APPROVED APPROVED AS NOTED REVISE & RESUBMIT SITE In. RRRE .��i 1IRs ALL WORK AND MATERIALS SHA1L BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS SITE NAME ice- d 11Re811Cpm a+wWNer, belyw.9 �aAe.a�.�..e eCellbakre ou dl. x FROG EYE SIRB AUGH w E=CI MANAGEMENT:2015 LLC at&t FA SITE NUMBER 10138153 Z o6 z w d Lu wx zzw FREDERICK • 2015 NATIONAL FlRE PROTECTION ASSOCIATION 101 SITE ID 4124 —w� 6865 DEERPATH ROAD STE 152 ZONING, SITE ADDRESS AR51 EIA/Tl0. 222 REV, G PIN --A: 26 A 29 141 FAIRVIEW ROAD GORE VA 22637 m 18 0012690 GR -1275 • ANSI T1.311 PROPERry AREA; 14.3% ACRES _PROJECT SITE INFORMATION LOCATION MAP SITE NAME: FROG EYE SIRBAUGH APPROVED APPROVED AS NOTED REVISE & RESUBMIT SITE In. 4124 ALL WORK AND MATERIALS SHA1L BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS FA SITE A 10138153 PROJECT TEAM INFORMATION SITE ADORES, 141 FAIRVIEW ROAD 2014 NATIONAL ELECTRICAL CODE (NFPA 70) E=CI MANAGEMENT:2015 LLC GORE VA 22637 1362 MELL 1362 MELLON ROAD JURISDICTION' FREDERICK • 2015 NATIONAL FlRE PROTECTION ASSOCIATION 101 MAGIS RIA DI TRI T GAINESBORO 6865 DEERPATH ROAD STE 152 ZONING, RA AR51 EIA/Tl0. 222 REV, G PIN --A: 26 A 29 7150 STANDARD DRIVE INSTRUMENT A' 18 0012690 GR -1275 • ANSI T1.311 PROPERry AREA; 14.3% ACRES SITE COORDINATES LATITUDE, N 39' 17' 04.35' (NAD 83) LONGITUDE W 78' 23' 05.06' (NAD 83) GROUND VATICN� 1100.53 FEET AMSL (NAVD 88) TOP OF HIGHEST APPURTENANCE, 199'-0'3 (LIGHTNING ROD) (AOL) PARCE OWN & HOTT EMMA J ETALS 141 FAIRVWE ROAD GORE, VA 22637 APPLICANT, AT&T MOBILITY 7150 STANDARD DRIVE HANOVER, MD 21076 NO" ,•`.� PROJECT SITE FROGS IR8AMGH riuw+e+<. w.e TITLE PAGE NOTES COMPOUND PLAN AND ELEVATION RF SCHEDULE AND NOTES ANTENNA AND RRH MOUNTING DETAILS RF PLUMBING DIAGRAM EQUIPMENT DETAILS EQUIPMENT DETAILS GENSET DETAILS DCS WIRING DIAGRAM CIVIL DETAILS FENCE DETAILS ELECTRICAL DETAILS DC POWER DETAILS RRH WIRING DIAGRAM UTILITY PLAN GROUNDING PLAN GROUNDING DETAILS APPROVALS APPROVED APPROVED AS NOTED REVISE & RESUBMIT CODE COMPLIANCE DATE ALL WORK AND MATERIALS SHA1L BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED WITH ANY LOCAL AMENDMENTS BY THE LOCAL GOVERNING AUTNORITES. PROJECT TEAM INFORMATION 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) DATE 2014 NATIONAL ELECTRICAL CODE (NFPA 70) E=CI MANAGEMENT:2015 LLC INTERNATIONAL MECHANICAL CODE . 2015 INTERNATIONAL PLUMBING CODE 1362 MELL 1362 MELLON ROAD • 2015 INTERNATIONAL FUEL CAS CODE HANOVER, MD 21076 • 2015 NATIONAL FlRE PROTECTION ASSOCIATION 101 ENGINEER , INRNIGY SOLUTIONS 2015 NATIONAL FIRE PROTECTION ASSOCIATION 1 6865 DEERPATH ROAD STE 152 AMERICAN INSTIME OF STEEL CONSTRUCTION SPECIFICATIONS (NSC) UNDERWRITERS LABORATORIES APPROVED ELECTRICAL PRODUCTS. ELKRIDGE, MD 21075 (518) 690-0790 AR51 EIA/Tl0. 222 REV, G APPLICANT AT&T MOBILITY • TW 607 INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS 81 7150 STANDARD DRIVE • IEEE )C LATEST EDITION) • TELCO HANOVER, MD 21076 GR -1275 • ANSI T1.311 TITLE PAGE NOTES COMPOUND PLAN AND ELEVATION RF SCHEDULE AND NOTES ANTENNA AND RRH MOUNTING DETAILS RF PLUMBING DIAGRAM EQUIPMENT DETAILS EQUIPMENT DETAILS GENSET DETAILS DCS WIRING DIAGRAM CIVIL DETAILS FENCE DETAILS ELECTRICAL DETAILS DC POWER DETAILS RRH WIRING DIAGRAM UTILITY PLAN GROUNDING PLAN GROUNDING DETAILS APPROVALS X SEPH R JOHN Lie. No. 040205 03/04/2020 IG EYE SIRBAM SITE ID: 4124 FA # 10138153 141 FARVIEW ROAp GORE. VA;3637 C RM E in TITLE PAGE T1 APPROVED APPROVED AS NOTED REVISE & RESUBMIT OWNER REP DATE C3 ❑ ❑ APPROVED APPROVED AS NOTED REVISE & RESUBMIT SITE ACO DATE ❑ ❑ ❑ APPROVED APPROVED AS NOTED REUSE & RESUBMIT CONSTRUCTION MANAGER DAA C) ❑ ❑ APPROVED APPROVED AS NOTED REVISE & RESUBMIT ZONING DATE C) ❑ ❑ APPROVED APPROVED AS NOTED REVISE & RESUBMIT C] RF ENGINEER DATE ❑ ❑ X SEPH R JOHN Lie. No. 040205 03/04/2020 IG EYE SIRBAM SITE ID: 4124 FA # 10138153 141 FARVIEW ROAp GORE. VA;3637 C RM E in TITLE PAGE T1 SITE WORK NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK, 2. ALL EXISTING ACTIVE SEWER, WATER, GAS', ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BERELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY 0) TRENCHING & EXCAVATION. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE PROVIDED SAFETY AND ENVIRONMENTAL AWARENESS TRAINING. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS, 4. MPS, IF NECESSARY, RUBBISH, STUDEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED ANO/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LOCAL AUTHORITY HAVING JURISDICTION. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION AND NOT EXCEEDING THE LIMITS OF DISTURBANCE AS IDENTIFIED ON THE CONSTRUCTION DRAWING AND ASSURING THAT SEDIMENT AND EROSION CONTROL IS PROPERLY MAINTAINED, 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE EQUIPMENT, TOWER AREAS AND INTO NATURAL DRAINAGE WAYS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT, 10, THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRNEWAY. SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. GENERAL NOTES I. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: ENGINEER - INFINIGY CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T OEM - ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TOTHE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS, ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR, 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES, SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. GENERAL NOTES CONTINUED 4, ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. & DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY, B. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING, SUBCONTRACTOR SHALT. ORAIN FIELD APPROVAL BY THE LOCAL AUTHORITY HAVING JURISDCTION FOR ANY DEVIATION FOR SHOWN ROUTES FOR ANY UTILITY. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER, SUBSTITUTIONS OF ANY EQUIPMENT AND MATERIALS REQUIRE THE APPROVAL OF THE LOCAL AUTHORITY HAVING JURISDICTION, 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACIUTY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAR CONDITION ON A DAILY BASIS, 13. CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF SPECIFICATIONS UNDER "GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T SITES.' 14. WHERE THE CONSTRUCTION DRAWINGS OR SPECIFICATIONS ARE IN CONFLICT WITH ANY REQUIREMENTS OF THE PERMIT ISSUED BY THE LOCAL AUTHORITY HAVING JURISDICTION, THE PERMIT SHALL HAVE PRIMARY AUTHORITY. STRUCTURAL STEEL NOTES: I. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH LATEST EDITION OF AISC STEEL CONSTRUCTION MANUAL UNLESS OTHERWISE NOTED. 2. ALL STRUCTURAL STEEL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. 3. ALL STRUCTURAL STEEL TO MEET ASTM A36 SPECIFICATIONS. 4. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO RISC. SURFACES TO BE WELDED TO SHALL BE CLEANED AND PREPARED PER AWS STANDARD PRACTICE. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION'. PAINTED SURFACES SHALL BE TOUCHED UP. 5. DAMAGED GALVANIZED SURFACES TO BE REPAIRED PER ASTM A780. 6. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE, BOLTS AND HARDWARE SHALL BE GALVANIZED PER ASTM A153. ALL HOLES IN STRUCTURAL STEEL TO BE RISC STANDARD SIZE (BOLT ¢+Ne') UNLESS OTHERWISE NOTED, SOIL COMPACTION NOTES: 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE AND. PLACE CRUSHED STONE AS REQUIRED. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE 'UNDISTURBED SOIL' BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT', LISTED BELOW, TO AT LEAST 957, MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. 4, COMPACTED SUB BASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 10OX PASSING 1" SIEVE. 5. MINIMUM SOIL BEARING 2000 PSF OR AS NOTED. COMPACTION EQUIPMENT: HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. CONCRETE AND REINFORCING STEEL NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE, 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 26 DAYS, UNLESS NOTED OTHERWISE. . 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 1195 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS 'BIT AND ALL HOOKS SHALL BE STANDARD, UNO, 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH........3 IN, CONCRETE EXPOSED TO EARTH OR WEATHER: r(�5AND LARGER .......................... 2 IN, AND SMALLER & WWF _1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL ........................3/4 IN. BEAMS AND COLUMNS .............. 1 1/2 IN. 5. A CHAMFER OF 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNG, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, 6. INSTALLATION OF CONCRETE EXPANSION/WEDOE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS, ABBREVIATIONS AGE ABOVE GRADE LEVEL BTS BASE TRANSCEIVER STATION (E) EXISTING (P) PROPOSED MIN MINIMUM N.T.S. NOT TO SCALE PER REFERENCE U.O.N. UNLESS OTHERWISE NOTED RF RADIO FREQUENCY T.B.D. TO BE DETERMINED T.B.R. TO BE RESOLVED TYR TYPICAL REG REQUIRED ECR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE MOB MASTER GROUND BUS EG EQUIPMENT GROUND BCW BARE COPPER WIRE SIAD SMART INTEGRATED ACCESS DEQ GEN GENERATOR TGR INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION L It-, PH R JO1 No. 0402 0 419- 1 ml. )G EYE SIRBALIGF SITE ID: 4124 FA # 10138153 141 FAIRVIEW ROAD GORE, VA 2637 v.a ror v E f�< W ,g Tile NOTES loN,�.b.1 N1 SYMBOLS S G SOLID GROUND BUS BAR S N SOLID NEUTRAL BUS BAR -SUPPLEMENTAL GROUND CONDUCTOR u 2 -POLE THERMAL -MAGNETIC 0 o CIRCUIT BREAKER -� SINGLE -POLE THERMAL -MAGNETIC CIRCUIT BREAKER e CHEMICAL GROUND ROD Q GROUND ROD DISCONNECT SWITCH O METER CADWELD TYPE CONNECTION ■ COMPRESSION TYPE CONNECTION - .- GROUNDING WIRE L It-, PH R JO1 No. 0402 0 419- 1 ml. )G EYE SIRBALIGF SITE ID: 4124 FA # 10138153 141 FAIRVIEW ROAD GORE, VA 2637 v.a ror v E f�< W ,g Tile NOTES loN,�.b.1 N1 GENERAL ELECTRICAL AND GROUNDING NOTES: PART 1 - OENFRAI 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER $$DE RELATED TO HIS PROJECT SHALL BE BROUGHT UP OU RING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFlCATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PER MI75. LICENSES, MAKE AlL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER iHl$ SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND CCMPONENTS COVERED UNDER THIS SECTION. THE CO TRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS. ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STAY TIES AND CODES. NO BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WIH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE HE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. MIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REOUIREMENi SPECIf11:I HEREIN OR THE DETAILS OF THE DRAWINGS, RK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTRUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) d. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5.NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES. INC.) 8. AT& GROUNDING AND BONDING STANDARDS 1.4 SCOPE OF WORK: A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. S. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING. TRENCHES, BACKFlLUNG. AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES 01 A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AL ITIES HAVING JURISDICTION, E. THE CONTRACTOR SHALL PREPARE A COMPLETE SE7 OF AS -BUILT DRAWINGS. DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING HIS CONTRACT. HE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF HE PROJECT PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE PROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE, D. ALL CA URREN7 DEVICES SHALL HAVE AN INTERRUPTING CURRENT RAPING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED HE RATING OF ELECTRICAL EOUIPMENi IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION, 2.2 MATERIALS AND EOLIPMENT. & CONDUIT: 1, RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIi7E AND OUTSIDE INCLUDING ENDS ANO THRE^0$ AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2, LIOUIDTICHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALL'DABLE IRON, ALL FIRINGS SHALL AE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FUTINGS SHALL BE SCHEDULE 40 PVC OR SCHEDULE 80 PVC WHERE SPECIFIED. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. S. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SNGLE CONDUCTOR, COPPER, TYPE HHN/THWN-2, 600 VOLT, SIZE AS INDICATED, X12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. X10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED .AND NB AND AND LARGER CONDUCTORS SHIE STRANDED. 3, 5 DERBESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL, CABLES SHALL BE 5. ALL COPPORTE IN NDUC ORS SHALLLNBE TAGGECE WITH D AiNBOTHEC NDNDABOF MANUFACTURER' RECOMMENDATIONS, AT AML PULL (BOXES, J -BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, OEAO-FRONT, QUICK -MAKE, OUICN-BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WIH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR ENGINEERED APPROVED EOVAL. D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: I. INSTALL CHEMICAL GROUNDING AS REQUIRED, THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM M2 AWG CU EXOTHERMALLY WELDED PIGTAIL. PROTECTIVE BOXES, AND BACKFILL MATERML. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(•)CS OR 12L 1)11 (•) LENGTH AS REQUIRED, 2. GRD 0,OUND ACCESS BOX SHALL BE A POLYPVSTIC BOX FOR NON -TRAFFIC APPLICATIONS, INCLUDING BOLT L DISCONNET SWITCHES AND CONTROLLING DEVICECOVERSWSHALL BE TPROVIDEDLEwITHIENCRAVHOS 'T FD XWACOID LNAM E UTES CINDICAi NC EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNLGNBE ANO LYNCOLE GROUNDING GRAVEL. E, SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE N2 AWG BARE, SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MOB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOF BE FABRICATED OR MODIFIED IN THE FISHED ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4` LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. S. CONNECTORS SHALL BE RICH-CONDUCTiVIrv, HEAW DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED, USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES. SIZES, AND COMBINATIONS OF CONDUCTORS AND 07HER ITEMS TO BE CONNECTED.N AND 5. GROUND RODS SHALL BE ERICO X615800, COPPER -CLAD STEEL WITH HIGH-STRENGTH STEEL CORE ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE. 5/8'00'-0'. ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT CROU NOING CONDUCTOR IN ALL CONDUIT$ IN COMPLLANCE WITH THE AT&T $PECIFICADONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, 0ISO 0NNECT SWITCHES. STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1, THE CONTRACTOR SHALL PROVIDE OHER MATERNLS. THOUGH NOT SPECIFICALLY DESCRIBED. WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND vROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN, PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FORME INSTALLATIONLED BY lXll E, OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHAL OR B. ALLLELECTRICALL EOUIPMENTPSHALL BE AWUSTED. ALIGNEDTAND TESTED AND BN- KY THEE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEW ALL EXPOSED EQUIPMENT, REMOVE ALL IABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE HE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A, THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE WORK. OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL 3.4 INSTALLATION: A. CONDUIT: LESS 1, ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED, NO CONDUIT OR TUBING OF THAN 3/4 INCH TRADE SIZE. 2, PROVIDE RIGID GALVANIZED STEEL CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SC H. 80 PVC CONDUIT WITH A MINIMUM COVER OF 24' UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF IB' R ALL S. ER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 3005). 4, USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION 10 EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO ON SUPPORT T 5. A RUN EQUIPMENT CONOUIFDBEIWBEN BOXES ORALLOW EOUIPMENI%SHALL NOT NCONTTAINR CONTRACTION, ENTHAN THE EOUNALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDEA SMOOTH INSIDE SURFACE, 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. B. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION, TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR GAUP MOISTURE HALL TO PREVENT ENTRANCE OF OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES, CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END, 11, INSTALL Y ORS.HIGHLY VISIBLE AND DETECTABLE TAPE 12' ABOVE ALL UNDERGROUND CONDUITS AND CONDUCT 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. BE PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND�OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR HIS PURPOSE. B. CONDUCTORS AND CABLE: 1. SPLICES SHALL BE MADE ONLY AT OUTLETS, SLACK BOXES, OR ACCESSIBLE RACEWAY CONOULETS APPROVED FOR THIS PURPOSE, 2. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. CABLES SHALL BE NEATLY TRAINED, WIHONT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALI BOXES & EQUIPMENT TO PERMIT MAKING A NARRANGEMENT. CABLES SHALL BE SECURED IN MANNER TO AVOID TENSION ON CONOUGTDR$ OREAT TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PRDHIBITEL DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE, ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: RIPTI N 208/24C/`M._VQLT.,SYT Mj, PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH HE REQUIREMENT$ OF THE BUILDING MANUFACTURER, AT GROUNDING AND BONDING STANDARDS. AND THE NATO NAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WIH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES. BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTOR$ SHALL PROVIDE A STRAIGHT DOWNWARD PATH 70 GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SH4RPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE i0 MINIMIZE TRANS( ENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REOUI RED i0 BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE IWQ GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUND RING, TO THE EXISTING 'HOUNDING SYSTEM, THE GROUNDING CONDUCTORS SNALI NOT BE SMALLER THAN 2 0 AWG COPPER. ROOROv GROUND RING SHALL BE BONDED AL HE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM. AND BUILDING MAIN WATER LINE (fERR0U5 OR NONFERROUS METAL PIPING ONLY) 5. TIGHTEN GROUNDING ANO BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPE CIFIEDIN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS i0 THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S NSTRUCTIONS. 7, ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JU RISOICTION BEFORE BEING PERMANENTLY CONCEALED. 6, APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACER WHERE FACTORY APPLIED PROiECTNE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI-0%(DATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EC"pMENT GROUNDING CONDUCTOR "ALLBE: INSTALLED IN ALL FEEDER AND BRANCH CIRCUIT, . 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWC GROUNDING CONDUCTOR TO A GROUND BUS. 11, DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 5' BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 12, ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT 13. THEINSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHERHOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE, 14, DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36' DEPTH OR 6" BELOW 15, IF RCOAXOST L ON HENG THE ICE BRIDGE $RMOREOF TTHAN 6 F7HE TWO 5�GROMS THE GROUND 84R AT THE BASE OF THE TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, i0 GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS 16, CONTRACTOR SHALL REPAIR, AND REPLACE, E%(STING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS ENENSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT .SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN REQUIREMENTS, HE NON -COMPLYING OR NIP15 ITEMSFOSHALL BE REMOVED NOT TO COMPLY FROM THE PROJECT ESTE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. C TEST PROCEDURES; 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. HE CONDUCTORS SHALL TEST FREEFROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING IOOOV DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASESOF MAXIMUM AND MIN I AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SEE 4. PERFORM GROUNDING TESTMIT ARTO MEASURE GROUNDINGMUM RESISTANCEEOF GROUNDING SYSTEM USING THE IEEE STANDARD 3-POIN7 "FALL -OF -POTENTIAL' METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. GENERAL SITE NOTES' ,pF�^ PROPOSED AT&r MERIV 120/NOv 1. A COMPLETE BOUNDARY SURVEY OF THE H09 PARCEL HIS NOT WN J 61-6,x 6'-6 BEEN PERFORMED By NFINGY SOLUi0N5 BOUNDARY INFORMATION WAS OBTANE FROM OEEDE GS DATA ANO PUNS OF RECORD.Q. w STEEL IMC (NEO /20060) ON z. SITE NFORMAr DN wAs 0 AWED FROM A FIELO INVESTIGATION SIM PEDESTALS ON CONCRfIE PAD PERFORMED BY INFNGY SOWT0N5 CONTMCiOR i0 FIELD VEF FX r (NEO /20.714) AND PROPOSED DIMENS ONS AS NECESSARY BEFORE CONSTRUCnON. \ J THE PROPOSED DEVELOPMENT DOES NOT NGLUDE SGNS OF Ar&r JDKW dESEL (E-i1'ER1RM *•', 'N "' ,A. /\.� AovERns Nc. z ° n \ - E%ISiING.UTILITY POLE I Z ¢ i W 160 cV.LON TANK ` 4 ME PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES (DENERIC/NEO /202-10) a1' \ 1' \ \ • ` j NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL. ^`R •y!. S. NO LANDSCAPING WORN IS PROPOSED IN CONJUNCTION WITH THIS 7 PROPOSED l2X/6 CCWCREIE PAD / zp°z ),• DEVELOPMENT OTHER MAN THAT wn¢x Is snowN. `_ Lu a IN PROPOSED 12'-6X20' LEASE AREA �. / �sz6j, �� / s. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR W (150 SF. (£ASE AREA) \\` STORAGE OR ANY SOLID WASTE RECEPTACLES, Z w 7. UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS \ AND HELD LOCATION OF VISIBLE SURFACE FEATURES. THE w \ = , EXISTENCE. EXTENT AND EXACT HORZONTAL AND VERTGAL LOWnONs OF UT CITIES HAS NOT BEEN VERIFIED. ANY CONTRACTOR Z PERFORMING WORK ON THS STE MUST CONTACT MSS UTILITY AT IJ,� LFASi IB HOURS PROF TO COMMENCING WORN 9. PER FEW FIRM 151069CM70D, EFF 09/02/2009, THE PROPOSED EM I N iJy# 1 V AT&T UCOCDEVELOPMENT WILL OCCUR IN ZONE 5f AREA OF MINIMAL PROPOSED LANDSCAPINGTYP/CAL CIF (IS). FINAL / HASARD APPROVAL PENDING „1/RiSdCldl CCWFl/aNA ION. \�\` SITE LEGEND ,'ti,,�\ PROPOSED (2) 4' CLWONIIs /• FOR PoMER J75'!) (BY DINERS) ; PROPOSED (l) 4' CGAI `\ - - SITE PROPERTY LIN,. JBOYI 1 ) (FOR /FOLD (6YO INQtS) \ - STREET OR ROAD \ PROPI 20' GRAM AGti'E5S � '� l 1 � TREE/SHRUB t 14 DRIVE, t320' LAND (BY DI�/fRs) \ ri Y /. / $ 10 TREE LINE 4,,J 17�/ �S UTILITY POLE/PROPOSED GALVAN/2ED flN/54 I6J' / , s:r � //MONOPOLE IDNER(BYOTHERS) EXISTING UTILITY POLE (SVEC #41) PH R JOHN \ PROPOSED 60','50' FENCED cavPaNO j _ (2500 d Ac. No. 040205345 SF,) (6Y DINERS) 0- --' :. fQ5Y f .xQ� ' } / PROPOSED ' PARKING %0$104/2020 URNARWLIVID AIE 1 PROPOSED IGO' TONER FALL ZONE nAa / Dnxn / / `✓ ^��' "�+kL F fir i r 1T � F FROG EYE SSIRBAUGF SITE ID: 4124 FA#10138153 :XISi1NG iREELINE (TYR) - `� (J �, III orHRVIEw RonD / ADRE. VA?2R3J _ I � L/ EXISTING PROPERTY LINE (TYP) \ .J EXISTING BUILDING (iYP) / i D,,,hIIwn9 rl. GRAPHIC SCALE, F• i 1 1TE PLAN 100' so' o so' 100' SITE PLAN NORTH \_Lj SCALE: AS NOTED SCALE (11x17): 1" = 100'-OM SCALE (22x34): 1" = 50'-0', FZ7�;� 50' PROPOSED LANDSCAPNG TYPICAL OF (15). MAL APPROVAL PENDING "S01C770V COHRR.MA170H jI x -x -x- -x f w s r FUTURE , r FUTURE , FUTURE f w S x I 12'x20' 12'x16'x 2'x25' EASE EASE A L(240 S.F.)A L(1192 S.F.) y� LEASE(300 S,F.)A t Sis ws PROPOSED GALVANIZED FIN/5N 191' x I 25' L MOVCPOE TONER (BY OTHERS) — ,T' L—�L PROPOSED CABLE -- COVER 'DOGHOUSE' 70 BE MSTAUXV OIER PROPOSED (J) 6-0 CONDUIT x SNB UP O IDNER t 15 f w PROPOSED NANDHO,E (BY OTHERS) PROPOSED PAD MOLW70 TRANSFORMER (BY DINERS) I- x - PRCPOSED COVO(6TS (FOR (BY OTHwERS)m) 175'.!) PROPOSED 120/210V, 11 6 GANG METER STAG! NIEWANDOAN VALLEY EZECIRIC CLOP) (BY OTHERS) IY/ PROPOSED 120/11OV, 10t 200A AT&T METER AND MCR. PROPOSED 2' UG CONDUIT (FDP(, FDP AT&T 200A POWER, - ) PROPOSED 2' UO COVOAT (FOR AT&r 7E000, ISI) PROPOSED (2) DCII SUROE' SUPPRESSORS MOUNTED 710 O(IMOR WALL OF WC. - SED 50'x50' FENCED COMPOUND SF.) (BY OTHERS) PROPOSED AT&r (J) 6'I UNDERGROM PVC CONDUTS W/ PROPOSED (J) 24PR RBE? CABLES PROPOSED (9) 6/C DC CABLES MPOUN Q PLAN N0 CO2 SCALE: AS NOTED GRAPHI A ' 20' 1%Mmm� SCALE (11x17); 1" = 20'-0" SCALE (22x34): 1" = 10'-0" TOP OF PROPOSED UGITMNC ROD OVETPALL NE/GNTI _ fLEVARpI. 1199=0AQ -T�OP OF PROPOSED NOIOPOE T NEVA ROV� NiYEr- AR - j_ TOP PROPOSEDT&T AANTENNAS_ Tl—O' E/EVAROV., 2191'-0 AGt - �— OF PROPOSED AT&T AN/ENNAS EIEVA DCN: 2168'-0' ACL FUTURE CARRIER RAD CENTER ELEVATION: }178'-0' AGL FUTURE CARRIER RAD CENTER ELEVATION: 1166'-0" AGL FUTURE CARRIER RAD CENTER ELEVATION: ±158'-0" AGL GRADE LEVEL ELEVATION:0 -D ACL 2 TI \_L2j NOT TO SCALE PROPOSED 6' UCHM/NG ROD (BY DINERS) PROPOSED AT&r AN7ENNA ARRAY W/ (12) ANTENNAS (6 ,#STALL, 6 FunW) (15) RRNs (9 INSTALL, 6 FUME) (J) DC9r (J /MMU) FUTURE CARRIER ANTEENA ARRAY (TYP OF 3) PROPOSED CAL VANIZED RN/SH NOVO TONER (BY 0MERS) W/ PROPOSED (J) AT&T 24PR FIBER CA PROPOSED (9) AT&T 6/C OC POWER CABLES ROU7E0 INSIDE POE PROPOSED 6' CHAIN LW FENCE W/ 1' BARBED HIRE & GREEN NNK SLA IS (BY OTHERS) x h AT&T 120/24OV, 10,, 200A PRC W/ J ON PLUG (INTEGRAL 70 INC) PROPOSED Ar&T WROV 120/140V - IN f STEEL NICC(NEOj1O%'O) ON ( ,w STEEL PEDESTALS' QV CONCRETE PAD O (NEO /20124) AND PROPOSED J AT&r JOKW OESEL GENERATOR W/ 180 GALLON TANK Vr fa Aq f (GENERACINEO /202JO) ON C �A x PROPOSED 12'X16' CONCRE7E PAD IN PROPOSED 12' -MM' LEASE AREA (250 SF. LEASE AREA) PROPOSED AT&T iv -nem' LEASE AREA (250 SF. LEASE AREA) AT&T CPS ANTENNA (ATTACHED ro NIC) PROPOSED T2' ACCESS CA IF (BY OTHERS) MPOUN Q PLAN N0 CO2 SCALE: AS NOTED GRAPHI A ' 20' 1%Mmm� SCALE (11x17); 1" = 20'-0" SCALE (22x34): 1" = 10'-0" TOP OF PROPOSED UGITMNC ROD OVETPALL NE/GNTI _ fLEVARpI. 1199=0AQ -T�OP OF PROPOSED NOIOPOE T NEVA ROV� NiYEr- AR - j_ TOP PROPOSEDT&T AANTENNAS_ Tl—O' E/EVAROV., 2191'-0 AGt - �— OF PROPOSED AT&T AN/ENNAS EIEVA DCN: 2168'-0' ACL FUTURE CARRIER RAD CENTER ELEVATION: }178'-0' AGL FUTURE CARRIER RAD CENTER ELEVATION: 1166'-0" AGL FUTURE CARRIER RAD CENTER ELEVATION: ±158'-0" AGL GRADE LEVEL ELEVATION:0 -D ACL 2 TI \_L2j NOT TO SCALE PROPOSED 6' UCHM/NG ROD (BY DINERS) PROPOSED AT&r AN7ENNA ARRAY W/ (12) ANTENNAS (6 ,#STALL, 6 FunW) (15) RRNs (9 INSTALL, 6 FUME) (J) DC9r (J /MMU) FUTURE CARRIER ANTEENA ARRAY (TYP OF 3) PROPOSED CAL VANIZED RN/SH NOVO TONER (BY 0MERS) W/ PROPOSED (J) AT&T 24PR FIBER CA PROPOSED (9) AT&T 6/C OC POWER CABLES ROU7E0 INSIDE POE PROPOSED 6' CHAIN LW FENCE W/ 1' BARBED HIRE & GREEN NNK SLA IS (BY OTHERS) SECTOR PROPOSED ANTENNA SCHEDULE AND RF SYSTEM DESIGN PLAN (RFDS DATED 02/22/2019, V2019_1.0) AN71N NA ANTENNA MAKE/MODEL RAD CTR. AZIMUTH M -TILT RRH MAKE/MODEL POSITION FT. AOL E -TILT FEEDLINE FEEDLINE LENGTH JUMPER LENGTH A Al FUTURE - _ 2. THE STANDARD IS BASED ON EIGHT COLORED (!) 24PR FlBER OR, CABLE (J) 61C /VAMC OC CABLES 1401 CONNSCO E' NORIA A/RSCALE DUAL RRH 4 r4 8/2/14 J20W AIWBA LTE _700:2 2 NNFH-65C-RI / 188-0' 60' 0 NOlOA A/RSCACE DUAL RRH 4 r4 825/66 320W AHFlB LTE 1800 AMS 2d 11 i 11 t a3 COI 188'-0' 60' 0 NORIA AHCA 85 A/RSCALE RRH 4T4R 85 16OW ANCA LTE 850 G 850 W, 2 NNHH-650-RI FUTURE NCS RRH I2'2 #d FUTURE_ ' - FUTURE 7000 RRH 122 B N5 FUTURE MARKING COLOR CONVENTION TABLE'. W 4. COLOR CODE TAPE SHALL BE 3" WIDE AT TOP AND _ 24PR 16A 0P8C CABLECABLES (J) 6/C /SANG OC CABLES a f JUMPERS SHALL BE INCLUDED. COANSCOPE !BD 0 NCKA A/RSCALE DUAL RRH 47`4R 912/14 32OW AMBA LLE _700-2 NNNX-65C-RI X6 l8B-0. NOKIA A/RSCALE DUAL RRH 4T4R 925166 J20W AHR/B LTE 1900 k AMS:• 2.5 IZ2 2'1 OMMSCOPE(I) I♦7 NNHH-6 4 ' 180' 0 NQY/A ANCA 85 A/RSCALE RRH 4TM 65 160W ARCA LIF 8X1 R 850 SG• 1 FUTURE WC5 RRH 121t NB FUTURE - FUIURE 7000 RRH OUT SO AS TO AVOID UNRAVELING. C #9 FUTURE ,� �I 7. ALL COLOR CODES SHALL BE INSTALLED 50 AS TO ■� ALIGN NEATLY WITH ONE ANOTHER FROM SIDE -TO -B' C� _ (l) 24PR PREP DPRC CABCf (J) 6/C /6A MC OC CABLES 1102 #10 OCNNSCOPf 18g.-0• J00• 0 M04A A/RS'CALE DUAL RRH 474R 812114 52OW AHLBA LTE 70O 2 NNHH-65C-R4 N A A/R3CALE DUAL RRH 4T4R 825/66 J20W AHPB LTE 1900 tr AMS 25 /T't 122 O #11 �N65C�4 188'_0• J00' 0 NOVA ANCA BS AIRSCALE RRH 4TIR BS 160W ARCA LIF 850 6 850 SG 1 FUTURE WC5 RRN 123 #12 FUTURE ' - - FUTURE 700D RRH _ GPS - CPS I _ - _ _ (!) 1/2' COAX CABLE SYSTEM & IF SYSTEM DESIGN PLAN NOTES, 000 1. S270R ORI-\TATION/AZIMU'H MILL VARY FROM REGION TO REGION ;ND S STE SREGC. REFFR TO SEPARATE R= RECO R' FOR EACH SITE TO DETERMINE THE ANTENNA LOr A",^,N AN7 FUNCTION 0' EACH TOWER SECTOR FACE. o U 2. THE STANDARD IS BASED ON EIGHT COLORED Z i TAPES -RED, BLUE, GREEN, YELLOW, BROWN, ORANGE. WHITE, AND SLATE(GREY). THESE TAPES SHOULD BE Z w" 8' READILY AVAILABLE TO THE ELECTRICIAN OR GDNTRACTOR ON n R Lu SITE. 11 1' a: Z o 3. USING COLOR BANDS ON THE CABLES. MARK ALL RIF e CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE Z m MARKING COLOR CONVENTION TABLE'. W 4. COLOR CODE TAPE SHALL BE 3" WIDE AT TOP AND MIDDLE OF TOWER AND 2' WIDE AT THE BOTTOM. ALL JUMPERS SHALL BE INCLUDED. .1a 5. ALL COLOR CODE TAPE SHALL BE 3M-35 AND SHALL 6 BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. Kw B. ALL COLOR BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM OF 3/4" WIDE. , ,� �I 7. ALL COLOR CODES SHALL BE INSTALLED 50 AS TO ■� ALIGN NEATLY WITH ONE ANOTHER FROM SIDE -TO -B' C� -�j ;07 R JOHNS . 0402053459 •3/04/2020 CABLE IDENTIFICATION NOTES1. SUBCONTRACTOR SHALL COORDINATE COLOR CODING WITH THE MASTER COLOR CODE DOCUMENT. 2. SUB CONTRACTOR SHALL INSTALL A BRASS aoeiwu IDENTIFICATION TAG (1-1/2" IN DIAMETER WITH 1/4' e_'E, STAMPED LETTERS AND NUMBERS ONE AT THE •mlwiz ANTENNA PORT CONNEC110N NEAR THE END OF THE e i•�xsn JUMPER AND ONE ON EACH END OF THE JUMPER mn>n SERVING THE RADIO EQUIPMENT. EACH TAG WILL BE ws os�sxn STAMPED WITH "ATT" AND THE ANTENNA PORT mn�m IDENTIFICATION NUMBER EXAMPLE BELOW. TAGS SHALL ."s azinn BE ATTACHED WITH CORROSION PROOF UV RESISTANT ARE OR CABLE -TY, Dnlan.a �� ca.sa.e �eA,_ ATT SAMPLE 49a 2 ANTENNA 1'1 REFER TO AT&T ANTENNA na Tin•.• COLOR & NUMBERING SCHEME DATED 5/17/2005, FROG EYE SIRBAUGF REV. 2/2/2005 SITE ID: 4124 FA 11110138153 141 FAIRVIEW ROAD GORE, VA 2M7 P1w dFe, i Al y n g GAMMA, 3, L, OR Z ALPHA, 1, A, X cI CABLES IF CABLES /y\ c1 THRM c1D RREp'D Al TUE P As REc'p As Dew a m• 1-81 RF SCHEDULE BETA, 2, S. OR Y RF CABLES AND NOTES 81 THRU 910 A9 REO'D ANTENNA SECTOR AND D—P Nemn•1 CABLE DEFINITION C3 " �k NORTH \.Etj 1 AN ENNA ORIENTATION SCALE: NTS #12 WITH THE DOWNTILT SPECIFIED IN THE ANTENNA CABLE F/RSTNEf AN7EwA PIM AREA CONFIGURATION SCHEDULE. PROPOSED 2-7/8' X 120' LO 2. RRHS MUST BE MOUNTED BEHIND ANTENNA 3. 00 NOT INSTALL DOWNTILT BRACKETS ON FIRSTNET NI (NO RRHB 10 BE AaN7ED WI7111N) (7)P) pA0PO5E0 FJP-HRKIO HAND PAIL Alf I Proroet NumM A PAD. PNNf IID' EXPOSED AW (WNERE MERE WAS RUST BE G/LVIAIPE HAS BEEN N141GE0 U VAXIZING YIOX COLD-GALVPNIEING USE NTNG PE, PIPE x99-002 PROPOSED A AMENNA wopctnM. S FROG EYE SIRBAUGI ALLCABLESEVEN nes s1" BE O RF AB ro PREVENT Iwu N FROM 0(POSED sHur EDGES, RY FROM DO NOT ATTACH BRI55 LAGS TO RF CABLES FOR C.BIE IDENIITIGTION ()}P OF 2 PER SEC/0P, 6 lOiAL) gs�c�SFCTO #1. FA # 10138153 141 FNRMEW ROAD GORE, VA22637 0 A C, 42 4R •� 50 SWIVEL DOOM 1 /PROD54 ' PY,R Pti y60 l 10 m=ru — C #3 PROPOSED A/RSCALE 825166 RAN AND Q/ Drsvxn9 TTM PACWOSED A/RSCALE 911/ aRH MOW70 TO ti 2RAPHICOSCAL 41 2 4,RRNMOUNTINIC PROPOSED SBI'hi MOUNT 4 p1".H AN7ENNA DETAILS MP PER SEC70P, J 70iAL) A B #4 kb FUTURE FUTURE AT&T ANTENNA - OF 2 PER SECTOR, 6 TOTAL) •T '4 1Wn FUTURE 700 RRH MOUNTED BEHIND ANTENNA e �(TYR OF 1 PER SECTOR, 3 TOTAL) q6 y7 E6 p5 k PROI LOW PROFILE PLA FMLNU W/ NMWCIFLNU PCAPLA PROPOSED F/RS7NEf AN7EHNAS (PoSRONS /2 /5 R /I0) PROPOSED = (7)P OF J) " �k NORTH \.Etj 1 AN ENNA ORIENTATION SCALE: NTS NOTES. 1. CONTRACTOR SHALL INSTALL THE ANTENNA DOWNTILT BRACKET WITH THE DOWNTILT SPECIFIED IN THE ANTENNA CABLE WHEN RIG AF CON% JUMPERS, DPRL REI OR OC L1/ES LOCATED AT THE PLATFORM(PE LEVEL CONFIGURATION SCHEDULE. PROPOSED 2-7/8' X 120' LO 2. RRHS MUST BE MOUNTED BEHIND ANTENNA 3. 00 NOT INSTALL DOWNTILT BRACKETS ON FIRSTNET ASJ AP. B, .73X9 SCN. 40 UMWMG PIPES ANTENNAS. PROPOSED AN7ENNA� pA0PO5E0 FJP-HRKIO HAND PAIL Alf I ANTENNA MN7EXff FOP -low MOON( 18.9 0 POSITION #2/#6/#10 TRACTOR SHALL INSTALL THE ANTENNA DOWNTILT BRACKET -WITH THE DDWNTILT SPECIFIED IN THE ANTENNA PROPOSED 2-716'X 120' IS ASO, OR, B, JSX9 SCN, 40 MOUN77NO PI PROPOSED 85 RRH AND PROPOSED 8JO RRR ON PROPOSED SWIVEL M t/ (SBE PRO l /RRI/DSV) AM. c 1l C:::vnr,:Ci W DC9 MOUNTING DETAIL \ AAITCAIAIA /DDU /,In "It ""III EICTAII J J G )' FORTRESS TRI -PLATFORM , E� a ODEL b: F3P-HRKIO V ,m. ZOS Z�z LLI y LL— 3 Z Z LIJ iw �o TRI -PLATFORM MOUNT WITH SITE PRO 1 MODEL q: FSP -TOW p 1 EPFi R JOHNS 2 _ NTENNA PLATFORM D AI c. No. 0402053459 cA SCALE: AS NOTED GRAPHIC SCALE �p 03/04/2020 6' 3' 0 3' aa,a SCALE (1107): 1" = 6'-0" M»A>= SCALE (22%341! 1" = A'-0" AT&T TOWER PIM NOTICE a=% WHEN RIG AF CON% JUMPERS, DPRL REI OR OC L1/ES LOCATED AT THE PLATFORM(PE LEVEL ssuc rwa n M °znsi sDrevr, ' AWE AVD/OR ANTENNA RAOCENTER, UTILIZE Ott- 2 W W.1E0 f/A' NIDE NYLON CARIE 116 (PER _. SUPPORT PONT) ENSURE THERE 6 NO RUSTING RUSH ON LIOE "E PIPE WHERE REM VE GER AND ADAPTER IRE TO BE A NIRS BRUSH OR @ DRILL TO REMOVE RA SRNG Oeslok ea e may_ THEACNEO, MOUNTING CLEMi THE MOUNTING SURFACE RE MAL MINOR (IWHERE G REMOAS AT AS A SCOTCH BRAE H GRI Proroet NumM A PAD. PNNf IID' EXPOSED AW (WNERE MERE WAS RUST BE G/LVIAIPE HAS BEEN N141GE0 U VAXIZING YIOX COLD-GALVPNIEING USE NTNG PE, PIPE x99-002 (LUMPS OR S BIRdAG) AVD TER SANDING) 11 C MOUNTING PIPE IF COLO -HIM PAINT WAS MELTED, ALV PAW WAS APPLIED, wopctnM. PANT H OWED NG ENSURE THE RSMT HAS OWED AEFORS APPLYING NO -0%, ZO NOT USE NOSE CIAMP$ i0 SECURE CABLEHWC#A6 GR wIICER nOMrHRs N recti PBI FROG EYE SIRBAUGI ALLCABLESEVEN nes s1" BE O RF AB ro PREVENT Iwu N FROM 0(POSED sHur EDGES, RY FROM DO NOT ATTACH BRI55 LAGS TO RF CABLES FOR C.BIE IDENIITIGTION • RRHs CANNOT BE LOCATED DIRECTLY BEHIND ANTENNA THEY ARE SERANG. SITE 10: 4124 FA # 10138153 141 FNRMEW ROAD GORE, VA22637 Pr -0 F°, 812/814 RRH OSED 823166 RRH •� 50 SWIVEL DOOM 1 /PROD54 R? v 5 }t V �FSt ru ffie� m=ru — C y Q/ Drsvxn9 TTM ANTENNA AND 2RAPHICOSCAL 41 2 4,RRNMOUNTINIC DETAILS ALPHA SECTOR 6CC_Plprep_P20LFN7PAlA3—P30CWprep_P40prep_FO—NoDC—A wom BETA SECTOR 6CC—P 1p rep_P20 LFN7PAlA3_P30CWprep_P40p rep_FO—NoDC—B GAMMA SECTOR 6CC_Plprep_P20LFN7PAlA3_P30CWprep_P40prep_FO_NoDC_C ' OF 4) I TON WALL WAC UNI PIPE SNB �-B HVAC UNIT 2LBN (FOR CPS ANTENNA) I IOFKA'U' _ENTI'I PRESSORSA J S) 8' pi CONDUITS (PLUMBED THROUGH OONCREIE PAD) LEFT ELEVATION STEEL PEDESTALS (ORDERED FRONT EL VAROx BY VERTN SEPARAMY) 1 AI \'j62 SCALE: AS NOTED SECURITY LIGHTS 6'-8 1/4' -� AND Em PLATE TO TOWER (TYR) } 14 GA. SHEET METAL ENCLOSURE 14 CA 3'x3' REMOVABLE COVER. CENTER OPENING ABOUT TANK PENETRATIONS EXISTING TOWER PORTHOLE 1/4" STAINLESS SELF TAPPING SCREWS ®1'-0" O.C. MAX AROUND OPENING L3x3x1/4 FOR SHEET METAL COVER SUPPORT. DO NOT ATTACH COVER TO SUPP RT H6 0 16" O.C. J• e BROOM FINISH W/ 3/4" CHAMFER EDGE ° • •° e 3/B" DIA E%PANSION � • a EMBED EACH ANGLE) - SECURITY LIGHTS 6'-8 1/4' -� AND Em PLATE TO TOWER (TYR) } 14 GA. SHEET METAL ENCLOSURE 14 CA 3'x3' REMOVABLE COVER. CENTER OPENING ABOUT TANK PENETRATIONS EXISTING TOWER PORTHOLE 1/4" STAINLESS SELF TAPPING SCREWS ®1'-0" O.C. MAX AROUND OPENING L3x3x1/4 FOR SHEET METAL COVER SUPPORT. DO NOT ATTACH COVER TO SUPP RT C CONDUITS THROUGH PAD) RIGHT ELEVATION GRAPHIC SCALE. 6' 3' 0 3' SCALE (11x17): 1" = 6' SCALE (22x34): 1" = 3' BACKER ROD AND SILICON. CAULK JOINT (TOP AND SIDES OF COVER AGAINST WALL) —PL 3/8"x2"x3" LONG. PROVIDE HOLE FOR (1) 3/8' DIA. STAINLESS BOLT EA PLATE. SPACE PLATES 0 V-6' MAX O.C. ALONG VERTICAL SIDES OF COVER !PROVIDE A 1" BREAK ON / SURFACES OF COVER IN CONTACT WITH TOWER FOR BACKER ROD AND SILICON SEALANT BEARING IUJN (TYR)lot N—�'� ANIENNA COAX :NINI\, 1/2" COMPRESSIBLE FILLER (TYR) 1 MIN 14 �• EXISTING TOWER FOUNDATION ( (MAY VARY) UNDISTURBED SOIL BASE SHALL BE COMPACTED TO .. CH WAY —(4) B' DIA PVC AT LEAST 95% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. Z\CONDUIT STUB—UP DETAIL SCALE (11x17): 1" = 4'—()" 5. PRELIMINARY PAD DESIGN; SUITABILITY AN FLOATING PAD TO SCALE (11x17); 1" = 6'-0 ( ) BE DETERMINED AFTER GEOTECHNICAL ANALYSIS. SCALE ) -- NOT TO SCALE SCALE 22x34: 1" = 2'-0" (22x34: 1" = 3'-0" R JOHN' c. No. 040205: 03/04/2020 )G EYE SIRBAUGF SITE ID: 4124 FA # 10138153 141 RAIRVIEW ROAD .ORE. VA.^3837 NPRI Cg V EQUIPMENT DETAILS C6 H6 0 16" O.C. ANGLE FOR EACH SIDE OF BOX ONE FINISH GRADE 3/4" CHAMFER (TYR) (EACH WAY, TOP AND BOTTOM) 3/B" DIA E%PANSION ANCHORS 3" MIN 51 EMBED EACH ANGLE) - \\\'�/ \ \i\ PROPOSED CONCRETE SLAB ON GRADE 24 PORT CABtE ENTRY ?INtf !, i \ .. .•, :'\ ,\ \ \\/, (ROxIEC 24.24 Q ENTRY NAND WALLS \' \�\%- : \ IED STONE OR QS? !" e ENTRY DOOR TYP OF !S) NOTOTS SHOWN FOR CLARITY, OMP 6" MIN. CRUSHED STONE OR CTED GRANULAR FILL A -- ANUV.R FILL GEOTEXTILE FABRIC (MIRAFI 500X) WIC FOUNDATION NOTES 2 IC LAYOUT ISOMETRIC VIEW 1. REMOVE ALL LOOSE INORGANIC OR UNSUITABLE SOIL TO3 RETE PAD DETAIL C6 SCALE: AS NOTED (III C6 SCALE: AS NOTED UNDISTURBED BEARING STRATA W/ ALLOWABLE SOLI BEARING PRESSURE OF 2000 PSF. -.=r: .. MIN GRAPHIC S ALF: 2. CONCRETE STRENGTH SHALL BE 4000 PSI, MIN, GRAPHIC SCALE 4' 2' 0 2' 4' 3. SLAB SHALL BE LEVEL f1/4". a THE6' 3' 0 3' 6 84®12" 0 C EACH C CONDUITS THROUGH PAD) RIGHT ELEVATION GRAPHIC SCALE. 6' 3' 0 3' SCALE (11x17): 1" = 6' SCALE (22x34): 1" = 3' BACKER ROD AND SILICON. CAULK JOINT (TOP AND SIDES OF COVER AGAINST WALL) —PL 3/8"x2"x3" LONG. PROVIDE HOLE FOR (1) 3/8' DIA. STAINLESS BOLT EA PLATE. SPACE PLATES 0 V-6' MAX O.C. ALONG VERTICAL SIDES OF COVER !PROVIDE A 1" BREAK ON / SURFACES OF COVER IN CONTACT WITH TOWER FOR BACKER ROD AND SILICON SEALANT BEARING IUJN (TYR)lot N—�'� ANIENNA COAX :NINI\, 1/2" COMPRESSIBLE FILLER (TYR) 1 MIN 14 �• EXISTING TOWER FOUNDATION ( (MAY VARY) UNDISTURBED SOIL BASE SHALL BE COMPACTED TO .. CH WAY —(4) B' DIA PVC AT LEAST 95% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. Z\CONDUIT STUB—UP DETAIL SCALE (11x17): 1" = 4'—()" 5. PRELIMINARY PAD DESIGN; SUITABILITY AN FLOATING PAD TO SCALE (11x17); 1" = 6'-0 ( ) BE DETERMINED AFTER GEOTECHNICAL ANALYSIS. SCALE ) -- NOT TO SCALE SCALE 22x34: 1" = 2'-0" (22x34: 1" = 3'-0" R JOHN' c. No. 040205: 03/04/2020 )G EYE SIRBAUGF SITE ID: 4124 FA # 10138153 141 RAIRVIEW ROAD .ORE. VA.^3837 NPRI Cg V EQUIPMENT DETAILS C6 1 RRH DETAIL \.E72 SALE NTS 2 A.WG THIN OR TW STRANDED GROUND LEAD ATTACHED TO PIPE WITH EXOTHERMIC WELD TO SECTOR GND BAR PIPE (2" TO 4" OD AS PER STRUCTURAL AND/OR MANUFACTURER SPECIFICATIONS) USE ROUND MEMBER ADAPTER AS REQUIRED TO SECURE JUMPERS - (PT# ANDREW -31670-2 OR P APPROVED EQUAL) MOUNTING BRACKET FURNISHED WITH ANTENNA RET MOTOR O AN 1.TENNA ORIENTATION IS BASED ON TRUE NORTH BEARING, GONERAC70R SHALL VERIFY TRUE NORTH PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO REFER TO FINAL RF CONFIGURATIONS SHEET FOR ANTENNA AZIMUTHS PRIOR TO CONSTRUCTION. 3, DO NOT INSTALL OOWNTILT BRACKET ON FIRSTNET ANTENNAS, 4. SUBCONTRACTOR SHALL COORDINATE COLOR CODING IN THE FIELD WITH AT&T REPRESENTATIVE, 5. INSTALL SURGE ARRESTORS ON MAIN COAXIAL GABLES. GROUND TO NEAREST GROUND BAR. 6. SUB CONTRACTOR SHALL INSTALL A BRASS IDENTIFICATION TAG (1 1/2' IN DIAMETER) WITH 1/4" STAMPED LETTERS AND NUMBERS. ONE AT THE ANTENNA PORT CONNECTION NEAR THE END OF THE JUMPER AND ONE ON EACH END OF THE JUMPER SERVING THE RADIO EQUIPMENT, EACH TAG WILL BE STAMPED WITH AT&T AND THE ANTENNA PORT IDENTIFICATION NUMBER. I.E. TAGS SHALL BE ATTACHED WITH CORROSION PROOF UV RESISTANT WIRE OR CABLE -TY. L4 NANTENNA MOUNTING DETAIL C7 SCALE: NTS NO., NNHH-65C-R4 MOTH FIBERGLASS, UV RESISTANT RADOME COLOR: LIGHT GRAY I NOTES: WEIGHT. W/0 MOUNTING KIT 99.2 LBS CONNECTOR_____ WARNING TAPE PRINTED A IALCATEL-LCENT/NOKIA NA AT&T SUPPLIES REMOTE RADIO HEAD (RRHH�A�RRH\ l RRH AND RRHMOUNRNO BRACKET. SUBCONTRACTOR SHALL SUPPLY UNISTRUT 6'm PVC L AND INSTALL RRHs AND ALL MOUNTING (TYP. OF z Ell HARDWAREINCLUDING ALU/NOKIA RRH Q WALL MOUNTING BRACKET IF NECESSARY. ALU/NOKIA MAKES CABLE TERMINATIONS. 19.6" 2. DIMENSIONS AND WEIGHTS ARE FOR RRH 2" GALV. S �QF FRONT WITHOUT MOUNTING BRACKET SIZE AND WEIGHT TABLE FOR ELECTF RRH MODEL HEIGHT WIDTH DEPTH PVC SCHEDULE -4 0 w S ALL RRH 2x4D-07AT x x 24.8"x11.5"x5,7" WEIGHT 52.91 LBS SIZE AS SHOWN ON DWC e E ALU B25 RRH 400-41R 212"x11.97"x7.18' 52.9 LBS TELCO CONDUIT g PVC SCHEOULE-40 ALU RRH 4x25-WCS-4R31.5'x12.0"x8.7" 31.5 LBS SIZE AS SHOWN ON DWG igA ALU 866A RRH4x45-4R 25.8"x1 l.g"x7.2" 52.9 LBS NORIA4i4R 812/14 32OW AHLBA 26.7"x12,4"x7.4" 99.2 LBS NORIA 4i 4H 825/fi 6 320W AHFIB 26.7"x12.8'.6,33"____ NOKIA 4T,,, 65 1fi0W AHCA 13.2'x1 1. x64" _88.18 _LBS 15ji3l LRS NORIA 414R 830 I- AHNA 16.83".12.40'x6.3 39.02 LBS CLEARANCE TABLE CLEARANCE REDO FRONT 36' FOR INSTALUTION ACCESS REAR 2 0' WITH SUPPLIED MOUNTING BRACKETS RICHT 4" FOR AIR FLOW LEFT 4" FOR AIR FLOW TOP 12 FOR AIR FLOW BOTTOM 12 FOR CONDUIT ROUTING 1 RRH DETAIL \.E72 SALE NTS 2 A.WG THIN OR TW STRANDED GROUND LEAD ATTACHED TO PIPE WITH EXOTHERMIC WELD TO SECTOR GND BAR PIPE (2" TO 4" OD AS PER STRUCTURAL AND/OR MANUFACTURER SPECIFICATIONS) USE ROUND MEMBER ADAPTER AS REQUIRED TO SECURE JUMPERS - (PT# ANDREW -31670-2 OR P APPROVED EQUAL) MOUNTING BRACKET FURNISHED WITH ANTENNA RET MOTOR O AN 1.TENNA ORIENTATION IS BASED ON TRUE NORTH BEARING, GONERAC70R SHALL VERIFY TRUE NORTH PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO REFER TO FINAL RF CONFIGURATIONS SHEET FOR ANTENNA AZIMUTHS PRIOR TO CONSTRUCTION. 3, DO NOT INSTALL OOWNTILT BRACKET ON FIRSTNET ANTENNAS, 4. SUBCONTRACTOR SHALL COORDINATE COLOR CODING IN THE FIELD WITH AT&T REPRESENTATIVE, 5. INSTALL SURGE ARRESTORS ON MAIN COAXIAL GABLES. GROUND TO NEAREST GROUND BAR. 6. SUB CONTRACTOR SHALL INSTALL A BRASS IDENTIFICATION TAG (1 1/2' IN DIAMETER) WITH 1/4" STAMPED LETTERS AND NUMBERS. ONE AT THE ANTENNA PORT CONNECTION NEAR THE END OF THE JUMPER AND ONE ON EACH END OF THE JUMPER SERVING THE RADIO EQUIPMENT, EACH TAG WILL BE STAMPED WITH AT&T AND THE ANTENNA PORT IDENTIFICATION NUMBER. I.E. TAGS SHALL BE ATTACHED WITH CORROSION PROOF UV RESISTANT WIRE OR CABLE -TY. L4 NANTENNA MOUNTING DETAIL C7 SCALE: NTS COMMSCOPE MODEL NO., NNHH-65C-R4 RADOMEMATERIAL: FIBERGLASS, UV RESISTANT RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWxO: 6"W. METAL CORE, UNDER WEIGHT. W/0 MOUNTING KIT 99.2 LBS CONNECTOR_____ WARNING TAPE PRINTED A 'CAUTION BURIED UTILITY o L 07 SCALE: NTS 6'm PVC L (TYP. OF z Ell WASHED S Q COMPACTE 19.6" 2" GALV. S �QF FRONT DEAD BOTTOM FOR ELECTF COMMSCOPE MODEL NO., NNHH-65C-R4 RADOMEMATERIAL: FIBERGLASS, UV RESISTANT RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWxO: 96Q%I9l3%T8" WEIGHT. W/0 MOUNTING KIT 99.2 LBS CONNECTOR_____ (8) 4.3-10 FEMALE 2 \ ANTFNNA DETAIL o L 07 SCALE: NTS 'IPF. MOUNTING BRACKET RAYCAP MODFLNOo: DC9-48-60-24-8C-EV PROVIDES FIBER CONNECTIONS FOR UP TO 24 PAIR FIBER (LC -LC SINGLE MODE) AND PROTECTION FOR NINE (9) INDIVIDUAL -48VDC CIRCUITS (N12 TO p4 AWG) CEO 0: CE0.21427 WEIGHT (W/0 MOUNT)' 16.0 LBS WEIGHT (W/ MOIINTl' 26.2 LBS /_5 NNNRAYCAP DC9 FIBER/DC DFMARC DOME DETAI N_S.7j SCALE: NTS MATCH EXISTING SURFACE NOTES: 1. CONTRACTOR TO PROVIDE LONG RADIUS BENDS. (24" RADIUS MIN. OR GREATER AS REQUIRED TO SNAKE CABLE CONDUIT THROUGH CONDUIT) 2. ALL PIPE TRENCHES TO BE HAND EXCAVATED AND BACKFILLED TO ENSURE THAT EXISTING CONDUIT AND PIPING ARE NOT DISTURBED. CONTRACTOR TO MAKE ALL PVC JOINTS WATERTIGHT, = PRIOR TO BACKFILLING. 30UNDERGROUND -CONDUIT DETAIL \C7 SCALE: NTS 00 J CL V ' cc 'Z LuLua LL Z ZZm LLJ 1 A_ TH R J01 No. 0402 0:po _ cncw.d �y- EQUIPMENT DETAILS 6 COMPOUND TRENCHIN . OFTAI CT 07 SCALE: NTS I--1FROG EYE SIRBAUGh WARNING TAPE (1 TYR.) SITE ID: 4124 -1 FA # 10138153 -COMPACTED BACK FILL TO 95% MODIFIED 141 FMR IEWzROAD o L PROCTOR DENSITY PER ASTM D 1557 oared Ell z Ell !' UNDISTURBED n _ -COMPACTED SAND :E� c g - POWER CONDUIT ® s p PVC SCHEDULE -4 0 w S SIZE AS SHOWN ON DWC e E - TELCO CONDUIT g PVC SCHEOULE-40 SIZE AS SHOWN ON DWG igA EQUIPMENT DETAILS 6 COMPOUND TRENCHIN . OFTAI CT 07 SCALE: NTS R4R2 """'I R441 [R17.4'] ///---NONLATCHINC DOOR Lq TCHINC DOOR _ (1 PLACE) (2 PLACES) P1R FILTER 6 AIR /FUEL FUEL RESTRICTION INDICATOR �\ SUPPLY RETURN 231 0 [91'] ER OVALL HEIGHT R02 31.6"] 1 417.45 [0.690 MOUNTING HOLES (8 PLACES) x-110 [4.3'] ilP 21 [122 120 _ ., 114 LOW VOLTAGE CUSTOMER CONNECTION BOX (NOTE 8) .. ...••.777 :; PRIMARY C3 C NNECTON 'a, In 6' BOX OPENING A TANN IRIMABI MU UP ARE sLTUO-1ZREA dErrrTrir_ --[299- LOW VOLTAGE CUOTOMEXR- TANK Si -UP AREA (NOT 6) H DISC -GE N REAR (NOTE 0) CONTROL PANEL INCITE III 11 ' �- N go ON X CONNECT L1- NOTE 8) MAIN LINE CIRCUIT DIS..AFIE B 1'1`1 BREAKER 11LC 9) DUCT IIS ��il ■(NOTE 15) '�I F_ LOW S' 36 le , 11H TANK ICHi 914 [3; MOUNTING HOLES 18 T[YP'7" 950 [37.4'] TANK WIDTH I__ 1268 [49.9'] AR VI CENTER OF GRAUTv 2692 LENGTH [NG1. TANK 'll 7C LOAD LEAD CONDUIT ARE 2) C , 'n 20/24C VAC FROM UTILITY � B�� R - FUEL FILL7 fid � ..�C�jIVIEW AREA DETAIL COMMUNICATIONS AND 2".1' START RLIU-bM BE RUN IN W 1 -- 1 JFUEL (SHOWN WITH DOORS RE.OVED) SEPIJ 0 SEE N07 1S) ENGINE BLOCK HEAT -R NOTE 2) [17 372 X S7 231 0 [91'] ER OVALL HEIGHT R02 31.6"] 1 417.45 [0.690 MOUNTING HOLES (8 PLACES) x-110 [4.3'] ilP 21 [122 120 _ ., 114 LOW VOLTAGE CUSTOMER CONNECTION BOX (NOTE 8) .. ...••.777 :; PRIMARY C3 C NNECTON 'a, In 6' BOX OPENING A TANN IRIMABI MU UP ARE sLTUO-1ZREA dErrrTrir_ --[299- LOW VOLTAGE CUOTOMEXR- TANK Si -UP AREA (NOT 6) H DISC -GE N REAR (NOTE 0) CONTROL PANEL INCITE III 11 ' �- N go ON X CONNECT L1- NOTE 8) MAIN LINE CIRCUIT DIS..AFIE B 1'1`1 BREAKER 11LC 9) DUCT IIS ��il ■(NOTE 15) '�I F_ LOW S' 36 le , 11H TANK ICHi 914 [3; MOUNTING HOLES 18 T[YP'7" 950 [37.4'] TANK WIDTH I__ 1268 [49.9'] AR VI CENTER OF GRAUTv 2692 LENGTH [NG1. TANK 0 7C LOAD LEAD CONDUIT ARE 2) C , 'n 20/24C VAC FROM UTILITY FvJ1) ISLAND PLATE INCLUDED) fid TRANSFER SH/� CD MUNICATION CONDUITS a-: COMMUNICATIONS AND 2".1' START RLIU-bM BE RUN IN s•:'•; -- 1 JFUEL (SHOWN WITH DOORS RE.OVED) SEPIJ 0 ER GIDE V•E`u 1CCONTROL PANEL INCLUDES BATTERY CHARGER WIN THREE PRONG CORD 2. 150OW 120VAC ENGINE BLOCK HEATER WI 1TH THREE PRONG CORD 3. 2 VOLT NEGATIVE GROUND SYSTEM ,fNERAD 120/240V 10 3W 30KW DIS C NFRg70R W/ 1 0 2ALLQIELTANK 4, GENERATOR MUST BE GROUNDED MODE NO D030 NEO 20230 5. CENTER of GRANT' 4 WEIGHT MAY SHIFT SLIGHTLY DUE TO UNIT OPTIONS S. STUB -UPS: ( ) 7. HIGH VOLTAGES STUB-UPTANK RAREA RP AREA NUDE$ THE AC LOAD LEAD L STUB -UIS TO BE IN TCONNHE ECTION p THE MAIN TANK ULINE CIRCUIT BREAKER, THE NEUTRAL CONNECTION, AND AUXILIARY 120/240V CONNECTION WEGHI DATA (IN Ip c MPTP F TANK1 R. CONNECTION POINTS FOR CONTROL WIRES. 8070M OF LOW VOLTAGE CUSTOMER CONNECTION BO% HAS KNOCKOUL$ FOR 1/2' ANp 3/4' CONDUT F17INGS 9. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION ROUIREMENTS GENERATOR: 14p9KC (3106 LB$) 10. MUST ALLG'N FREE ROW CF H -E AIR. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION PEOUIREMENTS GENERATOR WIN WOODEN SHIPPING SKIDS: 1474KG (3250 LBS) 11. GENERATOR MUST BE INSTALLED SUCH TENT FRESH COOLING AIR IS AVAILABLE AND THAT DISCHARGE AIR FROM THE RADIATOR IS NOT RECIRCULATED 12. RIS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR INSTALIAlION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS, .0 REGULATIONS 13, IBD GALLON USEABLE %ACITY WSETANK IS INCLUDED WITH GENERATOR 14, UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES 015 0NNECTED AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. FOR INFORMATION REGARDING CONNECTING THE FUEL SUPPLY AND RETURN LINES PRIOR TO START UP, SEE THE FUEL TANK FIELD TESTING PROCEDURE (OE5GR2) $VPPLIED IN THE TANK LOOSE VENTS Kli, WHICH I$ SHIPPED WITH THIS GENERATOR. 15. SEE GENAL 2 DRAWING UC3650 FOR DISCHARGE DUCT REMOVty, REMOVAL OF DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. 16. ADDITIONAL 2' FEMALE NPT PORT$ - PLUGGED OR EOUIPPED WITH TOP -MOUNT SWITCHES DEPENDING ON UNIT OPTIONS. DIESEL\DIESE�G�NERATO C8 SCALE: NTS 7C LOAD LEAD CONDUIT ARE 2) C , 'n 20/24C VAC FROM UTILITY FvJ1) ISLAND PLATE INCLUDED) fid TRANSFER SH/� CD MUNICATION CONDUITS a-: COMMUNICATIONS AND 2".1' START RLIU-bM BE RUN IN s•:'•; (SEE NOTE 6) ••..••. ER GIDE V•E`u 1CCONTROL PANEL INCLUDES BATTERY CHARGER WIN THREE PRONG CORD 2. 150OW 120VAC ENGINE BLOCK HEATER WI 1TH THREE PRONG CORD 3. 2 VOLT NEGATIVE GROUND SYSTEM ,fNERAD 120/240V 10 3W 30KW DIS C NFRg70R W/ 1 0 2ALLQIELTANK 4, GENERATOR MUST BE GROUNDED MODE NO D030 NEO 20230 5. CENTER of GRANT' 4 WEIGHT MAY SHIFT SLIGHTLY DUE TO UNIT OPTIONS S. STUB -UPS: ( ) 7. HIGH VOLTAGES STUB-UPTANK RAREA RP AREA NUDE$ THE AC LOAD LEAD L STUB -UIS TO BE IN TCONNHE ECTION p THE MAIN TANK ULINE CIRCUIT BREAKER, THE NEUTRAL CONNECTION, AND AUXILIARY 120/240V CONNECTION WEGHI DATA (IN Ip c MPTP F TANK1 R. CONNECTION POINTS FOR CONTROL WIRES. 8070M OF LOW VOLTAGE CUSTOMER CONNECTION BO% HAS KNOCKOUL$ FOR 1/2' ANp 3/4' CONDUT F17INGS 9. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION ROUIREMENTS GENERATOR: 14p9KC (3106 LB$) 10. MUST ALLG'N FREE ROW CF H -E AIR. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION PEOUIREMENTS GENERATOR WIN WOODEN SHIPPING SKIDS: 1474KG (3250 LBS) 11. GENERATOR MUST BE INSTALLED SUCH TENT FRESH COOLING AIR IS AVAILABLE AND THAT DISCHARGE AIR FROM THE RADIATOR IS NOT RECIRCULATED 12. RIS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR INSTALIAlION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS, .0 REGULATIONS 13, IBD GALLON USEABLE %ACITY WSETANK IS INCLUDED WITH GENERATOR 14, UNIT IS SHIPPED WITH FUEL SUPPLY AND RETURN LINES 015 0NNECTED AND PLUGGED BETWEEN ENGINE AND FUEL TANK. THIS HAS BEEN DONE TO FACILITATE PRESSURE TESTING OF THE TANK IN THE FIELD. FOR INFORMATION REGARDING CONNECTING THE FUEL SUPPLY AND RETURN LINES PRIOR TO START UP, SEE THE FUEL TANK FIELD TESTING PROCEDURE (OE5GR2) $VPPLIED IN THE TANK LOOSE VENTS Kli, WHICH I$ SHIPPED WITH THIS GENERATOR. 15. SEE GENAL 2 DRAWING UC3650 FOR DISCHARGE DUCT REMOVty, REMOVAL OF DUCT WILL PROVIDE ACCESS TO MUFFLER FOR SERVICING. 16. ADDITIONAL 2' FEMALE NPT PORT$ - PLUGGED OR EOUIPPED WITH TOP -MOUNT SWITCHES DEPENDING ON UNIT OPTIONS. DIESEL\DIESE�G�NERATO C8 SCALE: NTS DC9 FIBER CONNECTIONS DC9 OC POWER CONNECTIONS 2 2 —02 � —<2 y .r 2 'n 2 k=•• 2 'u�• 2 1i 2 2 2 2 r +' 2 3 W=,:.: 2. • 2 2 2 r� U <_ 2 -'- 2 ate'- 2 FI R INPUT FIBER PORT RRH CONNECTION 2 „•,.+-. ..�..�,a 2 -•�-; ! 2 �.� ..-� _ �_ 2 � . 2 2 2 > p 2 p c 2 yy 2 2 > 2 2 ;S 2 2 yl 2 2 2 p 2 2 S a FIBER r 1! a E �� -.._u3 z..�.,.«: r....x•..,.v+ti n�-..,._rs.+.+.,,,,v ,.,,.w,-a.s..,.,.,,,� WCS/830/2300 F TUR y tl 4r�._O NEC .. '.� .•+-� NEC 7 + .,.u• 9 POS G, .�.ei:..�.. �j_-....,....0 _N'J POS Ov:�.-�var� 0, j iY° BS 650_ LTE & 51C yFUTURE H - _. J MEGC NEG P . O t -4.) V e ..��`..•. ,. POS Ci • �.2� �i9O'`+J' POS G'-�.-sew: ii`r (Yt y F i RE ii i �-U a FUTURE �.As J f —�/��— N�E�G 11�lsr_� l NEG R A `v `{J POS �z�.. :N..«.•.,� POS '..�-.� IF EIR5TNET/614/700 AND a, FUTUR N R :.sr-�•.. NEG G��.._ w...r.- s. NEG O 1 -� - 4 O PO•1']- '} AWS/866/2100 AN p i PCS/825/1900 �� p pp ? i ,} 2 CONNECT SHIELD 1� GRAIN II WIRE & CABLE GND WIRE TO OR UND BAR OROU y R UND (NOTE 2) (TYP) BAR BAR OC POWER DC POWER M 6/C DC TRUNK. a IS CABLES MAX OR I 2 PCS/825/1900 3 AWS/866(2100 4 WCS/830/2300 5 FIRSTNET/674/700 6 85/850 T B5/850 - 5G 8 FUTURE 9 FUTURE 10 FUTURE 11 FUTURE{ 12 FUTURE 13 FUTURE 14 FUTURE 15 FUTURE --512/700 16 FUTURE I7 FUTURE IS FUTURE 19 FUTURE 20 FUTURE 21 FUTURE 22 FUTURE 23 FUTURE 24 FUTURE OUTPUT INPUT OUTPUT 24PR FIBER CABLE 2PR SINGLE MODE FIBER, OUTDOOR RATED, FOR FINAL RRH M 6/C DC TRUNK. a IS CABLES MAX OR I = �' b2 GREEN, STRANDED INSULATED COPPER CONDUCTOR CONNECTION (ttP PER RRH) Ejf A AS Ott ON PLANS) (ROUTED TO NEAREST BUSSBAR) 4 II�I Ta� ----2/G DC POWER CABLE, OUTDOOR RATED, FOR NOTES: FINAL RRH CONNECTION 1. TRUNK GLAND KITS: (TYR PFR RRH) • TRUNK CLAN' KIT A: OVAL GASKET FOR #4 AND B'6AWG TRUNK (CEO. 21428) • TRUNK GLAND KIT B'. OVAL GASKET FOR (2) " AWC TRUNKS (CEO. 21429) • TRUNK CLAND KIT C: OVAL CASKET FOR (2) d8 AWG TRUNKS (CEO. 21434) 2. WHEN SHIELDED CABLE IS USED CONNECT CABLE SHIELD DRAIN WIRE AND GROUND WIRE TO GROUND BAR. 3. FIRST SQUID INSTALLED WILL BE ALARMED TO THE LOWEST BAND (OR FIRST INSTALLED) RRH ON ALPHA SECTOR. IN THE EVENT THE ALARM CABLE CANNOT BE CONNECTED TO ALPHA IT WILL BE ACCEPTABLE TO ALARM TO THE PHYSICAL SECTOR ON AN EXCEPTION BASIS. CLOSEST 4, 2NDSQUID INSTALLED WILL BE ALARMED TO THE LOWEST BAND (OR FIRST INSTALLED) RRH ON BETA SECTOR, 4, SROSQUID INSTALLED WILL BE ALARMED TO THE LOWEST BAND (OR FIRST INSTALLED) RRH ON GAMMA SECTOR. 5. AN RRH WILL NEVER HAVE MORE THAN ONE SQUID ALARMED ON IT. 6. SQUID ALARMS ARE NOT TO BE DAISY CHAINED. O2 = LC CONNECTOR O= STRIKESORB PROTECTION 7 RAY AP DC9 FIBER/nC, nFMARC DOM nEreu MODULE BY PAYCAP C8 SCALE: NTS 000 a V " z2H Lu z3o — IL H ISEPH R JOID ic. No. 04020; 03/04/2020 )G EYE SIRBAL SITE ID: 4124 FA #10138153 14GORE VIGW2��9D C DC9 WIRING DIAGRAM mvnna rvomcer 109 �Y k 3/4' CRUSHED STONE ASTM C33 512E N0. £/ \ '- GRADE TO DRAIN S n� lEml.w. -MARAFI 5DOX GROUND STABILIZA11ON FABRIC PLACED ON COMPACTED SUBGRADE 1"NSECTION THROUGH COMPOUND \::j NOT TO SCALE OF CRUSHED CURI'ACE IE TO DRAIN AWAY TOWER YARD NOTES. -USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATER RUNOFF AS NEEDED. -AGGREGATE IS BASED ON STANDARD PASHTO. -PIPE SHALL BE AT A MINIMUM OF 4' LONGER THEN ACCESS 2 TO 1 SLOPE MAINTAIN TO BOTTOM OF ROAD WIDTH ON EACH SIDE FOR PROPER SHOULDERING DITCHLINE / FLOWUNE AND ON OPPOSITE . -ALL CROSSDRAINS SHALL BE INSTALLED ON A 45' ANGLE SLOPE MATCH EXISTING SLOPE. DITCHES SHALL HAVE A V (FOOT) FLAT BOTTOM W"WITH THE FALL OF THE GRADE, RIP RAP INSTALLED IN HEAVY EROSION AREA. 10•-0' r (TYPICAL) SLOPE 1/4" PER FOOT SLOPE 1/4' PER FOOT 2:1 SLOPE 180° 180° WIND f WIND GUYING PATTERN FOR DECIDUOUS TREE PLANTING DECIDUOUS TREE STANDARD WATERPROOF TREE WRAP (DECIDUOUS TREES ONLY) TO 2ND BRANCH 3" OR WIDER NYLON WEBBING W/ METAL GROMMETS 12 GA. GALV. STEEL WIRE, DO NOT PULL TAUT. 5LONG STAKES, 2" x 2" OR 2 1/2 DIAM. WOOD, OR STEEL T -POSTS, TWO PER TREE (DECIDUOUS TREES) SPECIFIED BACKFILL COMPACTED SUBGRADE TCLASS I-1i '16AGGREGATE BASE COURSECOMPACTED SELECT COMPACTED SUBGRADE, MIN. OF y' OF ROAD BASE COURSE jJ61O FREE FROM TOPSOIL TOTAL n 9 THICK FILL WHERE REQUIRED ANO ORGANICS 4 GEOTEXTILE MATERIAL "MIRAFI-500X" (OR EOVAL) DRIVEWAY SECTION - CROWNED NOT TO SCALE 6" 1ao° 1zo°1zo° WIND f WIND FOR TREES ON 4:1 OR STEEPER SLOPES• PLACE 2 GUYS UPSLOPE, ONE DOWNSLOPE: OTHERWISE PLACE FOR PREVAILING WIND. GUYING PATTERN OREEVrIcFIN TREE PLANTING -EVERGREEN TREE \ -PRUNE ONLY DEAD OR DAMAGED\ WbOD, DO NOT PRUNE � FLUSH TO BRANCH. LEAVE SLIGHT STUB. : U X 12 GA: C,ALV. STEEL GUY WREN j _ ATTACH TO 24" MIN. STEEL � T -POST OR REBAR STAKE., 3 Pw QA TREE. DO NOT PULL TAUT. / t �e -FLEX-PIPE BARK PROTECTOR -SET FOOTBALL 2"-4" ABOVE FINAL GRADE. REMOVE ENTIRE WIRE BASKET BURLAP FROM TOP 1/3 OF FOOTBALL AND ANY TWNE OR WIRE. WHITE PVC AROUND WIRE TO MARK - AND PREVENT PEOPLE FROM TRIPPING OVER WIRE. -4" DEPTH WOOD CHIP MULCH -6" HIGH SAUCER AROUND PLANT - 24" MIN. STEEL T -POST OR #4 REBAR STAKE, FLUSH W/ GRADE, THREE PER TREE (EVERGREEN TREES) M N.� " I ROOTBALL . 1 � ROOTBALL ROOTBALL DIA. DIA. DECIDUOUS AND EVERGREEN TREE PLANTING AND GUYING DETAIL (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER AND CONIFEROUS TREES OVER 4' HT.) NOT TO SCALE ��TREE STAKING AND GUYING DETAIL -- NOT TO SCALE A_ No. 0402053459 03/04/2020 Pm.d- FROG EYE SIRBAUGH SITE ID: 4124 FA # 10138153 .a� cmawpwzaoaD OORE,V : 63] E�2w< "dLL CIVIL DETAILS CIO 2' MESH 9 GALV. W/ COLORED SLATS (TYR HEAVY PRESSED STEEL BARBEDI6 -� _ _i 6'-0" WIRE OUT RIGGER ARM ___\ '�I . _ 10'-0" (MAX) 6" MIN 3/4" CRUSHED STONE (i0 BE E%TENDED ONE FOOT OUTSIDE OF FENCING) HEAVYE DUTY GALV L0E DOUBLE GATE LATCH W CONTRACTOR FURNISHEI I" GAP BETWEEN FINISH GRADE 3/8" DIA TRUSS ROD WITH TURNBUCKLE AT GATE ONLY AND BOTTOM GATE RAIL 6' DIAM. BY 18" DEEP CONC. FOOTING WITH 1-1/4" PIPE SLEEVE, 6" L _DOUBLE SWING ACCESS GATE DETAIL - SCALE. N.i.S. 2' MESH 9 GAL V. W/ COLORED SLATS (TYP.) BARBED WIRE �- TOP BRACE RAIL STRETCHER BAR DIAGONAL RO STEELL TURNBDUCK E / 1ENSON WIRE I� T F MAX CLEARANCE FROM FEN i' CE TO GRADE CHAIN LINK FENCE DETAIL SCALE', N, T.S. 3 STRANDS OF 4 -POINT BARBED WRE 9�i 3/16' x 3/4" STRETCHER BAR AT CORNER AND GATE POSTS DIAGONAL. ROD w/ STEEL TURNBUCKLE M7 GA. TENSION WIRE. CONTINUOUS 1' GROWN FOR DRAINAGE DRILLED PIER FOUNDATION -NO CAP BETWEEN FINISH GRADE AND FENCE FABRIC MIRAFI 500% GEOTECH FABRIC, OR APPROVED EOUAL UNDER ROCK PROPOSED UnUIY BACYBOARD W/ PROPOSED120/210Y, 10 6 GANG AIf1ER STACK (SNENANDOAH VALLEY RECTRIC COOP) (BY OTHERS) W/PROPOSED 120/240V, IP, O200A Ar&r NfiER AND N.C.S. v 7NTECRIC 2" GEN PLUG O O T&T ATdr IC W/ ARS ANO Aly O O M PAAN AND INTECRA( PANEL Ar&Y r1 (PARr OF 57M WAC) E 7 PROPOSED JOAW DIESEL GENERA/OR ON 190 GALLON rANK (GENERAL/AW 1202J0) PROPOSED AT&T 6'-S 1/4'X 6'-8 1/4' STEEL MC (NEO 120060) H- PROPOSED BY OTHERS T-T-1T-T$T-T (LEC) 2 CONDUIT SCFHu_llLK NOTES K DESCRIPTON 1. MULTIPLE KEY CHART CALLOUTS REPRESENT MULTIPLE INSTALLATIONS OF 1 2' L17A'WR W/ J1J/Of 1140 (FROM ME7ER TO PiLC) CONDUIT AND CONDUCTORS. 2. WIC PRE -PLUMBED FOR AC POWER AND DC POWER CONNECTIONS. SEE 2 2' CONDUR W/ 500/ PLO15lReMr (fRLW TELa9 DEM4A1;' >D WC) MANUFACTURER DRAWINGS FOR CONDUCTORS, RACEWAYS, LIGHT LAYOUT, J Z' CONDUIT W/ J%J/O:IJ2C (FROM OENER41O4 TO PILL) SMOKE DETECTOR LAYOUT, k EQUIPMENT LAYOUT. 3. INSTALL (12) 12V, IBOAH BATTERIES (MARATHON MIV180FT, NEO 4 J' CONCUR W/ 4110+2180 (FROM PRC nO GEAER47OR iASm & BInERY OWROCR) #15171) CONFIGURED IN (3) BATTERY STRINGS 0 -48VOC NOMINAL FOR 5 1' OTVDUR W/ ARIL77O7AOUC7OR CIBI (,O4 OENTTERY IDR GONMOL) APPROX. 4.25 HIRS BACKUP TIME 6 i' CLiVDUR B PAIR (NM) 124 ALAW C49 ES AND NYLCIN PULL LME (FOR GEN ALARMS) d. pCTNATE% NSTALL (8) -48y BVDC 2000W RECTIFIERS (EMERSON ESURE) (NED #15930) IN POWER PUNT FOR N+1 5. CONDUIT TYPES SHALL BE AS FOLLOWS: 120/240V • UNDERGROUND CONDUITS: SCH. 40 PVC CONDUIT, SCH. 80 BENEATH VA CMC -6 -KR POSH ROAD/PARKING LOT. L2 EXTERIOR ABOVE GROUND CONDUITS: RGS INTERIOR CONDUITS: INC PA "'L CAPACTTY(EVA.' A8.0 PANEL LOAD X1.25 (KVA 22.6 2SG 1. WIC PRE -PLUMBED FOR AC POWER AND DC POWER CONNECTIONS. SEE MANUFACTURER DRAWINGS FOR LIGHT LAYOUT, SMOKE DETECTOR LAYOUT, AND EQUIPMENT LAYOUT. 2 \PANFL SCHEDULE \fj SCALE: NTS PANEL'AT&T 120840 VOLTS, 1 PHASE, 3VVIRE, AOA MAIN BREAKER RATING (A), 200 120/240V DESCRIPTION VA CMC -6 -KR POSH L1 L2 FOSN TKR C/ VA ❑ES Ca IPTION RECTIFIER 1 E 2 1050 C 30 1 1450 2 _ NC SO 0 _ FUTURE RECTIFIER 1450 C 3 1450 4 NC 0 21 & M RECTIFIER 38 d 1450 C 6 14E0 8 SO NC 0 FUTURE RECTIFIER 1450 C 7 7450 B NC 0 23 b 24 RECTIFIER 5E6 1450 C 30 9 1450 10 9 SPACE 1450 C 71 1450 12 S SPACE RECTIFIER 788 1450 C 30 13 1450 it S SPACE 145C C 15 14M 16 S SPACE FUTURE REC17FER 0 NC 17 0 18 T SPACE Td 10 p NO 30 -18 0 20 6 SPACE FUTURE RECITIFER 0 INC 30 2122 S SPACE 11 d 12 0 NC 23 IS. 24 NC 1920 FUTURE RECITIFER 0 NC 25 1920 26 A NC 1920 HVAC 13& 14 0 NC 27 500 28 20 NC 500 LIGHTS FUTURE RECITIFER D NO 26 SO 760 30 20 NC 750 GENERATOR HEATER 15E 18 0 NC 91 750 32 A NC 7SD OEN BATT CHARGER FUTURERECITIFER 0 NC 33 500 34 20 NC 000 PP BATTERY HEATER 177 b 1B 0 NC 35 250 36 A NC2SO PP GFCI FUTURE RECITIFER 0 NC 37 30 500 38 20 NC 500 BATTERY CAB GFCI tB & A 0 NC 38 S00 b 20 NC 500I BATTERY HEATER 1 SPACE S 41 800I BATTERY HEATER 2 PHASE TOTALS (VA): 9870 9720 CURRENT PER PHASE (A): 83.1 81.0 PANEL TOTAL (VAX I 19&80 PA "'L CAPACTTY(EVA.' A8.0 PANEL LOAD X1.25 (KVA 22.6 2SG 1. WIC PRE -PLUMBED FOR AC POWER AND DC POWER CONNECTIONS. SEE MANUFACTURER DRAWINGS FOR LIGHT LAYOUT, SMOKE DETECTOR LAYOUT, AND EQUIPMENT LAYOUT. 2 \PANFL SCHEDULE \fj SCALE: NTS /_l�C POWER BR K R SCHEDUI BY SCALE: NTS ROW #1 (SEE NOTE1) I CONNECTOR END 0� •.1 1" OR LESS FROM ©0 CONNECTOR END I' —46V DC = BLUE MARKINGS OC RETURN = NO ON FIF FUSE PANEL #2—B _©0 III' e 00 TRANSPORT NID HVAC CONT LER /_l�C POWER BR K R SCHEDUI BY SCALE: NTS DISTRIBUTION ROW 02 (SEE NOTE1) I CONNECTOR END 0� •.1 1" OR LESS FROM +24V DC = RED MARKINGS CONNECTOR END I' —46V DC = BLUE MARKINGS OC RETURN = NO ON 850 )A III' e 00 /_l�C POWER BR K R SCHEDUI BY SCALE: NTS VOLTAGE IDENTIFICATION 2" OR LESS FROM (SEE NOTE 1) 2" CONNECTOR ENO CLEAR HEAT SHRINK TUBING 2" OR LESS FROM +24V DC = RED MARKINGS CONNECTOR NO 2' —48V DC = BLUE MARKINGS NO MARKINGS AWG AND LARCFR DO POWER Ye VOLTAGE IDENTIFICATION 1" OR LESS FROM (SEE NOTE1) I CONNECTOR END 0� •.1 1" OR LESS FROM +24V DC = RED MARKINGS CONNECTOR END I' —46V DC = BLUE MARKINGS OC RETURN = NO ON ®0 VOLTAGE IDENTIFICATION 2" OR LESS FROM (SEE NOTE 1) 2" CONNECTOR ENO CLEAR HEAT SHRINK TUBING 2" OR LESS FROM +24V DC = RED MARKINGS CONNECTOR NO 2' —48V DC = BLUE MARKINGS NO MARKINGS AWG AND LARCFR DO POWER Ye VOLTAGE IDENTIFICATION 1" OR LESS FROM (SEE NOTE1) I CONNECTOR END f! CLEAR HEAT SHRINK TUBING 1" OR LESS FROM +24V DC = RED MARKINGS CONNECTOR END I' —46V DC = BLUE MARKINGS OC RETURN = NO ON 10AWG AND SMALLER DC POWER CA NOTES, VOLTAGE IDENTIFICATION WIRES SHALL BE APPLIED TO BOTH ENDS OF ALL NEW DC POWER WIRING USING UL224 VW—I FLAME RETARDANT UL LISTED THIN WALL HEAT SHRINK TUBING OF APPROPRIATE COLOR. ALTERNATIVELY IT SHALL BE ACCEPTABLE TO APPLY VOLTAGE IDENTIFICATION MARKINGS TO DC WIRING WITH APPROPRIATELY COLORED ELECTRICAL TAPE THAT SHALL BE APPLIED IN TWO HALF—LAPPED LAYERS WITH THE FINAL TWO WRAPS APPLIED FULLY OVERLAPPING WITHOUT TENSION, WHENEVER POSSIBLE THE ELECTRICAL TAPE VOLTAGE IDENTIFICATION MARKINGS SHALL BE FULLY COVERED WITH CLEAR UL224 VW—I FLAME RETARDANT UL LISTED THIN WALL HEAT SHRINK TUBING TO PREVENT UNWINDING OR MOVEMENT OF THE ELECTRICAL TAPE DESIGNATIONS. AT&T COMPLIANT THIN WALL CLEAR OR COLORIZED HEAT SHRINK IS AVAILABLE FOR ALL DC POWER WIRING SIZES FROM RURNDY (HSC- FR & HS—FR) AND THOMAS & BETTS (CPO SERIES). OTHER MANUFACTURER HEAT SHRINK SHALL BE ACCEPTABLE ONLY IF IN FULL COMPLIANCE WITH SPECIFICATION PROVIDED ABOVE. DESIGNATION TAGS SHALL BE AFFIXED TO BOTH CABLE ENDS AS SPECIFIED IN AT&T DOCUMENT ATT—TP-76300, SECTION L. / z \L)C PjQAER,.WlRlNQ ID NTIFI ATION DETAIL E2 SCALE: NTS ALPHA SECTOR aG AWG DC F CABLES PER RRH PER SECTOR) 2) D. LABEL SHALL BE IR, FREQUENCY BAND AND O. SEEDETAILS FOR DC9 INTERNAL WIRING. 4'. THE BARE WIRE OF EACH MULTI—CONDUCTOR CABLE PND DRAIN WIRE WHEN A SHIELDED CABLE IS USED. SHALL BE CONNECTED TO THE EOUIPMENT CABINET GROUND BAR. 5. SEE All. BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. iRRH C WIRING DIAGRAM B. ROUTE Pow ER AND FIBER JUMPERS IN Ih' FLEX CONDUIT FROM DCS TO SLACK BOXES TO RRHs. 7. SECURE DC POWER CABLES WITH HOSE CLA PS AND FIBER TRUNK CABLES WITH VELCRO WRAP TIES ONLY. BD SCALE: NTS 1. LABEL GEN PLUG W/ PHENOLIC NAMEPLATE 'AT&T 120/24OV, 4 200A' 2. CONDUIT TYPES SHALL BE AS FOLLOWS: •• BELOW GRADE CONDUITS: SCH. 40 PVC CONDUIT, SCH. 80 BENEATH ROAD/PARKING LOT. EXTERIOR ABOVE GRADE CONDUITS: RGS •• INTERIOR CONDUITS: IMC CONDUIT SCHEDD DESCRIPTION r 2' cbrFOLvr w/ a/J/o+r/tc (rRDu ,vETEB ro Prtc) 2 Y COVOO7 w/ SON PULLSTRMG (FROM TELCOG DIEWW TO On) J 2' CO 7 w/ JiJ/0+1/2G (FROM OENERATOR M PILO) 41' COla/? w/ t/...... (FROM PRC TO GENERATOR WELTER & BATTERY CHARGER) 5 r' CCWIXRT W/ MUL7/CkR)l/G7CP CABLE ---R -R CONTROL) B '' CLINaI? B PA/R (MM) !2t ALARM CABLES AND Nn DN PULL CME (FDR GEN A(ARMS) .*. A4.1. 1 C WOUND PLAN NORTH \,f4j SCALE: AS NOTED GRAPHIC CAF; 20' 10' 0 10' 20' SCALE (11x17): 1" = 20'-0" SCALE (22x34): 1" = 10'-0" 000 V 7 Z rc s° Z�w _LE.ILU a& LLZo� ZZ1 W /f SEPH P- JOHNS ry c. No. 0402053459 6Y , 03/04/2020 DespneJ •m ea �_ T. )G EYE SIRBAUGF SITE ID: 4124 FA # 10138153 141 FAIRVIE'N ROAD ORE, VA _2537 retl For. c /N W ,g TMs UTILITY PLAN E4 PROPOSED 6' CHAIN LINK FENCE w/ 7' BARBED MIRE (BY DINERS) PROPOSED n I— X — X — X — SOf50'FENCED CONIPOMD X — X (2500 SF.) (BY OINERS) i r , r , 11 PROPOSED CAREE COIER 'DOGHOUSE' "+ x FUTURE FUTURE FUTURE TO BE INSTALLED 04ER PROPOSED '2'x20' ILEASEA 12'x16' L5A 12'x25 x CONDUIT STUB UP a TONER LEASE A 5F.)AT&T )(192 (300 S.F.)UND D PC COVDNS W/ PROPOSED (J) 24M FER CABLES(240 X x y PROPOSED (9) 6/C DC CABLES PROPOSED MONOPOLE 195'-0' (BY OTHERS') I I L — — -J AT&T 120/2t0V, 11, 200A PTLC w/ L _ _ J CER PLUG (INTEGRAL TO INC) PROPOSED HANONOE (BY OTHERS) flf x i u I PROPOSED AT&T GENERATOR CONO 17S u A (ROUTED BENEATH PLATFOPM TO Pac, 10't) J t 5 8 x 1 x 1 — PROPOSED AT&T I£RDV 1201240V PROPOSED PAD MOUNTED u -- 6'-B]' 6'-8' C vSTEEL NIC (NEO /PO760) ON TRANSFORMER (BY OTHERS) STEEL PEDESTALS ON CONCRETE PAD PROPOSED (2) t' CONDUITS %2t� PROPOSED (POPONER, JTSt) AT&T PRPO PROPOSED (1) t' CONDUIT &T�e4 & H s 190 BALLON TANK (POP Inca JW'.*) (BY DRIERS) X — X X X x' 6�COYCRE'!E PAD PROPOSED '2044014, 10 6 GANG IN PROPOSED 12'-6"X20' LEASE AREA (250 SF LEASE AREA) METER STAG( (SWENANDOAH VALLEY PROPOSED AT&T'7-6'20' LEASE AREA ELECRBC COOP) (BY OTHERS) w/ (250 SF. LEASE AREA) PROPOSED 120424OV, 14 200A AT&T METER AND MOB a3 AT&T GPS ANTEMLA (ATTACHED TO MC) r PROPOSED 2' UG ❑O ER. 10't) (FUO AT&TAT&7 2GOA PoNER, PROPOSED 12' ACCESS GATE (BY OTHERS) ❑PROPOSED 2' UG CONDUIT 2 PROPOSED lO' GRA MEL. ACCESS DRIW (MR AT&T TELCO, 45't) (BY OTHERS) .*. A4.1. 1 C WOUND PLAN NORTH \,f4j SCALE: AS NOTED GRAPHIC CAF; 20' 10' 0 10' 20' SCALE (11x17): 1" = 20'-0" SCALE (22x34): 1" = 10'-0" 000 V 7 Z rc s° Z�w _LE.ILU a& LLZo� ZZ1 W /f SEPH P- JOHNS ry c. No. 0402053459 6Y , 03/04/2020 DespneJ •m ea �_ T. )G EYE SIRBAUGF SITE ID: 4124 FA # 10138153 141 FAIRVIE'N ROAD ORE, VA _2537 retl For. c /N W ,g TMs UTILITY PLAN E4 PROPOSED FENCE COPNfX POSTS TO SE GIWNDED 'iMW/RBED r0 PROPOSED GROLA0 —X—X—X X� 5/S7EM (BY O MFRS) } S f O G X— X— X— x— x— X_ COMPOUND G7/N0 RING (TIP OF 2 LOCAROVS) FUTURE FUURE 12? 20 12N6' X LEASE AREA LEASE AREA (240 S.F.) (192 S.F.) x I 4x I I I I I (300 S.F.) I I I x I x R53BAR (PART of A1C) 4 (BOND TO TOMER RAG W/ 12 G,?M, STRNVOED, ULATE7 COPPER MIRE) PROPOSED HAND/RXE (BY OIHERB) x X X — X PROPOSED 120140V, 10 6 GANG Mf1ER SING! (SHENANDOAH VALLEY ammo COON (BY OITIERS) W/ PROPOSED 120j 140V, 1I, 200A AT&r M57BP AND MOLE PROPOSED 6'CHAW LNV FENCE' 'iMW/RBED VIRE (BY OTHERS) —X—X—X X� O G COMPOUND G7/N0 RING (TIP OF 2 LOCAROVS) FUTURE x R t• LEASEAREA I X (BOND TO GR%WD RAG (300 S.F.) 1, I x PROPOSED MONOPOLE 195'-0• my DIMS) X SED MONOPOLE OFOYND G (BY OTHERS) NMI - PROPOSED BU338AR (IMACHEa rO TOWER ON MSULITOR.S BOND To EX/SRAG TOMER r RAG AT 2 LOCADOIVS) AR67M CA" COVER '00WOUSE' TO BE INSTALLED OIER PROPOSED (3) 6-A, cONDGYT STUB UP 0 TOMER d� BOND PROPOSED GROUND RING r0 COMPOUND G7/N0 RING (TIP OF 2 LOCAROVS) x BU5584R (PARr OF MTC) - (BOND TO GR%WD RAG 1, (� W/ 12 GREEN, STRM'DED, ) i INSUU)ED COPPER MTREJ ..•'l 4 PROPOSED AT&r IAI 1201240V •!''� 6' -9'X6. -B. Srm A1C (NEO 120050) ON O S7EEE PEDESTALS ON CYNCIVER7 PAD y' (NEO /ZOJ2<) ANO PROPOSED yK Ars? TO W DESEL GENERATOR Ja x F 4 W/ 190 GAUDY rANR (GENEPAC/NEO 120230) ON PROPOSED 1 X2 GCMICRLE PAD M PROPOSED12'-6x'20' LEASE AREA (230 SF. LEASE AREA) PROPOSED GROUND ROD W/ INSPECTION KU PROPOSED 12 9CW GROUND CONDUCRM (OR PER AONU. SPECS) (TOP) PROPOSED GROUND ROD Or) SYMBOLS 0 CAOWELD TYPE CONNECTION '1 COMPRESSION TYPE CONNECTION fx� ) G -- PLAN GROUNDINGS WIRE NORTH ES SCALE: NTS TYPICAL SECTOR A, PROPOSED j2 INSULATED GROUND WIRE (SEE NOTE 5) (TORI PROPOSED 06 INSULATED BU558eR COPPER CONDUCTOR AT SECTOR) _ _/2 GREEN, STRINGED INSULATED COPPER SUSSBAR 1 3 CONDUCTOR (ROUTED �(A CABLES $.TBLE SECfOR IENE1-) TO EACH AT&T ANTENNA SECTOR) I J2/0 GREEN, STRANDED INSULATED COPPER CONDUCTOR (ROUTED W/ PROPOSED CABLES PROPOSED TO AT&T MOUNT LEVEL) AT&T 3" DIESEL GENERATOR I f:P61E WaO� s MwFPAr DQE NPTE YL 4').—(AT1 II f �A PA PROPOSED AT&T 8'-8' X 6'-8' STEEL WIC (SEE NGT7.) vnc EXISTING TOWER O O GROUND ROD GROUND RING (SEE NOTE 7) (TTP) N� I (TYP) PROPOSED STEEL COMBO GEN/MC PLATFORM (BOND TO PROPOSED GROUND RIND AT (2) LOCATIONS) PROPOSED J2 AWG BCW BURIED GROUND RING. REFER TO SITE GROUNDING PUN. BDTE$: I. PROVIDE %2AWG GROUNDING CONDUCTOR, U.O.N. 2. PROVIDE BONGING AND GROUNDING CONDUCTORS WITH GREEN TYPE THAN INSULATION, U.O.N. 3. ADD A2/0 GREEN INSULATED CONDUCTOR BETWEEN CABLE MY AND CRIPSTRUT/COVER, 4. BUSSBARS ARE TO BE TINNED COPPER BARS d'v2'>t12� MOUNTED ON INSULATORS, U.O.N. 5. GROUNO INTEGRATED ANTENNAS, OC SURGE DEVICES, AND RRHe PER MAFAI. SPECS. 6. NO CADWELDING AT SECTOR LEVEL, 7. GROUND RODS SHAH BE 5/8'0x8' LC COPPER CLAD STEEL ROD DRIVEN VERTICALLY, SPACING TO BE MIN, 6' SEPARATION WITH I6' SEPARATION PREFERRED WHERE POSSIBLE. 8. STEEL NO PRE -EQUIPPED FROM MANUFACTURER WNH(2) BUSSBARS. BOND EACH BUSSBAR WITH (I) EACH %2 GREEN, STRANDED, INSULATED COPPER CONDUCTOR TO GROUND RING AND TD TOWER RING PER GROUNDING PUN. 9. TYPICAL SECTOR GROUNDING SHOWN BELOW. (3) SECTORS TO BE INSTALLED AND GROUNDED. / Y \GROUNDING DIAGRAM \_E52 SCALE: NTS 6 AWG STRANDED Cu WIRE WITH GREEN, 6001 THWN INSULATION OR BLACK MARKED AS REQUIRED BY NEC GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER 0 FlINSULATR NSU L • COPPER BARED I, QUIREO NOTH AS EACH CI .� CONNECTION FOR: COAXIAL CABLE SHIELD COAXIAL CABLE SURGE SUPPRESSORS CABLE ENTRY PORTS (HATCH PLATES) RECTIFIER FRAMES 24V & 46V DC POWER RETURN BAR GENERATOR FRAME WORK TELCO GROUND BAR MASTER GROUND BAR ANGLE SHOWN TO ILLUSTRATE WELD DETAIL. NOTES: Q AT THE LOWEST POINT ON THE BAR EXOTHERMIC WELD (WELDING I. TWO—HOLE, LONG BARREL COMPRESSION LUG WITH 2 AWG STRANDED COPPER PROHIBITED ON ROOFTOPS) CONDUCTOR AND GREEN THW INSULATION TO GROUND BAR, ROUTE CONDUCTOR AS APPLICABLE TO BURIED GROUND CONDUCTOR OR MASTER GROUND BAR AND 2 AWG SOLID BARE TINNED CONNECT WITH TWO -HOLE LUG TO "P" SECTION. COPPER GROUND CONDUCTOR. 2. USE PERMANENT MARKER TO LABEL THE WHOLE BAR AS "P" WITH I" HIGH EXOTHERMIC WE -D TO BURIED GROUND LETTERS. RING AND GROUND BAR 3. FOR GROUND BAR LOCATED OUTDOORS, ON -GRADE ONLY, EXOTHERMICALLY WELD A 2 AWG BARE TINNED COPPER CONDUCTOR TO GROUND BAR AND EXOTHERMICALLY WELD TO BURIED GROUND CONDUCTOR, 4. APPLY NO -OX OR EQUIVALENT TO MATING SURFACE OF LUG AND WIPE CLEAN INSTALLATION OF GROUND WIRE EXCESS COMPOUND. /T \TO CABLE GROUND BAR DETAI 2 P MENTAL/SECTOR GROUND BARD AI \_I±6j SCALE: NTS \\_E6j SCALE: NTS ,I GRADE CONNECTION 2 Q INTERIOR GROUND PIN 0 O CONDUCTOR TERMINATING ON ANY G3QU� BAR SHALL 0 7 2 HAVE AN I 0 _J 4 IDENTIFICATION TAC ATTAHpAi AWG BCW SOLID, TINNED DOUBLE CRIMP GRADE CONNECTION 2 EACH GROUND INTERIOR GROUND PIN 0 O CONDUCTOR TERMINATING ON ANY G3QU� BAR SHALL 0 7 2 HAVE AN I 0 _J 4 IDENTIFICATION TAC ATTAHpAi AWG BCW SOLID, TINNED A �� EACH ENO THAT Wlil ®, 13" IDENTIFY liS ORIGIN W/MIN. 5/8'068'-0" 4. 13" 7 AND DESTINATION EXOTHERMIC WELD LONG SECTION "P' - SURGE PROTECTORS $„CF TION "I" - ISOLATED QROQNQ Znuc • CABLE ENTRY PORTS (HATCH PLATES) (N2) ALL COMMUNICATIONS EQUIPMENT FRAMES. • GENERATOR FRAMEWORK (IF AVAILABLE) ISOLATED GROUND BAR - IGB (#'2) (p2) TELCO GROUND BAR (p2) DETAIL NOTES • COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (b2) 1. EXOTHERMICALLY WELD ;#2 AWG BARE TINNI • +24V POWER SUPPLY RETURN BAR (#2) SOLID COPPER CONDUCTOR TO GROUND BAR. • -46VPOWER SUPPLY RETURN BAR (#'2) ROUTE CONDUCTOR TO BURIED GROUND RING COAX SUPPRESSION AND PROVIDE PARALLEL EXOTHERMIC WELD. SECTION_ A" - SURGE ABSORBERS • INTERIOR GROUND RING (q2) 2. USE PERMANENT MARKER TO DRAW THE • EXTERNAL EARTH GROUND FIELD (BURIED LINES BETWEEN EACH SECTION AND LABEL ORDDNO RING) (N2) EACH SECTION ("P', "q", 'I') WITH 1" HIGH • METALLIC COLD WATER PIPE (IF AVAILABLE) LETTERS. (#'2) • BUILDING STEEL (IF AVAILABLE) (y2) 3. APPLY NO -OX OR EQUIVALENT TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 6 CELL REFERENCE GROUND BAR DETAIL E6 SCALE: NTS 7 GROUND ROD DETAIL E6 SCALE: NTS NO OVERLAPPINGP RMITTEO NOTE 06 AWG FROM ANTENNA/RRH/FILTER GROUND KIT ALL GROUND LUGS SHALL HAVE CLEAR HEAT SHRINK SLEEVE, MARKING TAPE SHALL NOT BE APPLIED OVER HEAT SHRINK. a2 AWG GREEN, STRANDED O O COPPER CONDUCTOR (FROM CABLE GROUND BAR AT PLATFORM) L? 1JkCTOR GROUND BAR D TA EB SCALE: NTS N2 AWG GREEN INSULATED STRANDED COPPER WIRE (INTERIOR GROUND RING) T&B CO. "tt-RAP^, CAT. TC376 STAND-OFF BRACKET i&B CO. °C -TAP' GAT. OR EQUIV. 2'-0" ON (%56730 CRIMP TYPE CENTER MAX. SPACING PARALLEL TAP OR EQUIV. DIRECTION OF BOND TO #6 AWG GREEN INSULATED TURN TO SHORTEST STRANDED COPPER WIRE DISTANCE TO (UNIT BOND HATCHPLATE ) T&S CO. "TY -RAP" CAT. tt25M CABLE TIE OR EQUIV. INTERIOR GROUND RING WALL C IPPORT AND UNIT BOND #2 AWG GREEN COPPER STRANDED WIRE 1§" MIN. (INTERIOR GROUND RING) Y° MAX. BARE COPPER INSULATOR COPPER CRIMP CONNECTOR TILE #54740 OR APPROVED EQUAL ®INTERIOR GROUND RING SPLICE DETAIL \,.E!j SCALE: NTS INSPECTION HAND HOLE W/ PEDESTRIAN RATED COVER (ERICO T4168 OR EQUIV, 10'0 FOR GROUND RODS, (AT GRADE) ERICO T4168H OR EQUIV, FOR CHEMRODS) — GROUND RING LOOP 0 EACH INSPECTION PORT CONCRETE OR PVCi�— GROUND RING — CABLE TO ROD CADWELD mal -7N CADWELD 0 TOP OF PIPE MASS (REPAIRY DAMAGED GALVANIZED PIPE MAST P2 AWG GRccn, alnnnucu IIj'_I�,—j��T r�I TII' INSULATED COPPER CONDUCTOR J " INS(CAULATE i0 PIPE MAST)GOND COR I flRH N6 AWGGREEN, DEM STRANDED xs INSULATED COPPER CONDUCTOR EMDEERDWEfl AND HEAT SHRINK ALL LUGS ARC DOME (OR PER MANU. SPECS) (TYR) CIGBE (GROUND BAR ZI'IE (MOUNTED NEAR/BELOW SECTOR) (TYR OF t PER SECTOR, 3 TOTAL) RF CHART R "I QUANTITIES. N2 AWG GREEN, STRANDED INSULATED COPPER CONDUCTOR ROUTED TO ' GROUND BAR AT COAX TRANSITION—�� CLEAN SAND FILL SIZED PER GROUND RING (MIN, a2 BCW) GROUND ROD 8 INSPECTION WELL DETAIL \_L6j SCALE: NTS CONNECTION OF GROUND WIRE S ROUNDING BAR DETAIL E6 SCALE: NTS id Cg RX cn•ca•d __U_ nI«t .m , •' , a 9 4] 'aUcl Ti1M: ROG EYE SIRBAUGF SITE ID: 4124 FA # 10138153 t aGORIE vnj2JOA C a W aw ann. GROUNDING DETAILS aWng Numba, EG GRADE EXOTHERMIC WELD RING GROUND /2 AWG BCW SOLID, TINNED GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/8'068'-0" LONG 7 GROUND ROD DETAIL E6 SCALE: NTS NO OVERLAPPINGP RMITTEO NOTE 06 AWG FROM ANTENNA/RRH/FILTER GROUND KIT ALL GROUND LUGS SHALL HAVE CLEAR HEAT SHRINK SLEEVE, MARKING TAPE SHALL NOT BE APPLIED OVER HEAT SHRINK. a2 AWG GREEN, STRANDED O O COPPER CONDUCTOR (FROM CABLE GROUND BAR AT PLATFORM) L? 1JkCTOR GROUND BAR D TA EB SCALE: NTS N2 AWG GREEN INSULATED STRANDED COPPER WIRE (INTERIOR GROUND RING) T&B CO. "tt-RAP^, CAT. TC376 STAND-OFF BRACKET i&B CO. °C -TAP' GAT. OR EQUIV. 2'-0" ON (%56730 CRIMP TYPE CENTER MAX. SPACING PARALLEL TAP OR EQUIV. DIRECTION OF BOND TO #6 AWG GREEN INSULATED TURN TO SHORTEST STRANDED COPPER WIRE DISTANCE TO (UNIT BOND HATCHPLATE ) T&S CO. "TY -RAP" CAT. tt25M CABLE TIE OR EQUIV. INTERIOR GROUND RING WALL C IPPORT AND UNIT BOND #2 AWG GREEN COPPER STRANDED WIRE 1§" MIN. (INTERIOR GROUND RING) Y° MAX. BARE COPPER INSULATOR COPPER CRIMP CONNECTOR TILE #54740 OR APPROVED EQUAL ®INTERIOR GROUND RING SPLICE DETAIL \,.E!j SCALE: NTS INSPECTION HAND HOLE W/ PEDESTRIAN RATED COVER (ERICO T4168 OR EQUIV, 10'0 FOR GROUND RODS, (AT GRADE) ERICO T4168H OR EQUIV, FOR CHEMRODS) — GROUND RING LOOP 0 EACH INSPECTION PORT CONCRETE OR PVCi�— GROUND RING — CABLE TO ROD CADWELD mal -7N CADWELD 0 TOP OF PIPE MASS (REPAIRY DAMAGED GALVANIZED PIPE MAST P2 AWG GRccn, alnnnucu IIj'_I�,—j��T r�I TII' INSULATED COPPER CONDUCTOR J " INS(CAULATE i0 PIPE MAST)GOND COR I flRH N6 AWGGREEN, DEM STRANDED xs INSULATED COPPER CONDUCTOR EMDEERDWEfl AND HEAT SHRINK ALL LUGS ARC DOME (OR PER MANU. SPECS) (TYR) CIGBE (GROUND BAR ZI'IE (MOUNTED NEAR/BELOW SECTOR) (TYR OF t PER SECTOR, 3 TOTAL) RF CHART R "I QUANTITIES. N2 AWG GREEN, STRANDED INSULATED COPPER CONDUCTOR ROUTED TO ' GROUND BAR AT COAX TRANSITION—�� CLEAN SAND FILL SIZED PER GROUND RING (MIN, a2 BCW) GROUND ROD 8 INSPECTION WELL DETAIL \_L6j SCALE: NTS CONNECTION OF GROUND WIRE S ROUNDING BAR DETAIL E6 SCALE: NTS id Cg RX cn•ca•d __U_ nI«t .m , •' , a 9 4] 'aUcl Ti1M: ROG EYE SIRBAUGF SITE ID: 4124 FA # 10138153 t aGORIE vnj2JOA C a W aw ann. GROUNDING DETAILS aWng Numba, EG