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4101 Old Sibley Mem Hwy - Zoning Permit for Sprint Antenna 2012-08-060 �Us=U of 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5685 Fax: (651) 675-5694 Email: alARnifIPWit,11.9.fetaaall:c9M For Office Use Permit #: Date Receive : ZONING PERMIT APPLICATION Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions, PROPERTY Site Address: |MFORMATOM Owner Name: CONTACT TYPE OF WORK Name: Address: X� Applicant Signature: Email address: u 5 (3Lufm°r �/� ErV /c�/ 3��c City/State/Zip:7 Retaining Wall <4 feet 0 Driveway oPono 0 Sport Court o8idewa|k 0 Fence i Description of work: 1, _____ PLANNING Setbacks, hard surface coverage, shoreland zoning, bluff zone/setbacks, etc., Date: c»��1^�- Staff Approve Denied Revised Plans | � - -------'----------- ENGINEERING Grading, drainage, utility easements, wetlands, erosion control, improvements in the Right -of -Way, etc. Approved / Denied Notes: Revised Plans Date: I Approved: Yes / No Date: COMMENTS Staff: - - -- . CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. e:\auildino/mpewoompemwIT Appnoxrmwm2011 12011 Permit Applications , / 7 0,,,?„,-::',,,,c01:;Aj:`,, ',:c",•17.:,..,d',141,-.,:b.-1:7-1? ''' .- * , w,t0;44/.807197,;93':22,631'44'' ' , j Go ste earth feet km 3000 1 S NETWORK ri VISION MMBS SITE NAME: BLACK DOG SITE NUMBER: MS25XC875 SITE ADDRESS: 4101 HWY. 13 EAGAN, MN 55122qf STRUCTURE TYPE: MONOPOLE LAUNCH MARKET: MINNESOTA Sprint nMSUN BLACK & VEATCH Building a world ofE difference. SBA 1 J Fullerton a® Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 RosEMONT. 292 s 60010 TEL: 847--292-0206 FAX 847E292-0206 www .Fullerton Eng'neenng.com PROJECT SUMMARY VICINITY MAP SCOPE OF WORK LIST OF DRAWINGS SITE NAME' BLACK DOG //� li 1) THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED SITE GENERAL ARRANGEMENT PLANS CHECKED BY: JP SITE NUMBER: MS25XC875 FOR HUMAN OCCUPANCY 2 THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL ) T-1 TITLE SHEET APPROVED BY: MB 911 ADDRESS: 4101 HWY, 13 / f E / NOT PRODUCE ANY SEWAGE. 3) THE SCOPE OF WORK CONSISTS OF MODIFYING THE GN -1 GENERAL NOTES DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH EAGAN, MN 55122 EXISTING WIRELESS INSTALLATION: GN -2 GENERAL NOTES LATTITUDE: N. 44.8079722'/N 44'4828(NAD 83) LONGITUDE: W. 93.22630567N 93'13'34"(NAD 83) aj • REMOVAL OF (2) EXISTING EQUIPMENT RACKS AND (3) ANTENNAS GN -3 GENERAL NOTES GROUND ELEVATION: 893'(AMSC) ' ,y o • INSTALLATION OF (1) MMBS—BBU RACK IN EXISTING EASE SPACE C-1 OVERALL SITE PLAN .��Q 7 SITE '" INSTALL (1) MMBS—BATTERY RACK IN EXISTING LEASE C -1A ENLARGED SITE PLAN COUNTY: DAKOTA APN# 10-11600-01-010 _a' . SPACE • INSTALL (3) PANEL ANTENNAS C-2 EQUIPMENT LAYOUTS JURISDICTION: EAGAN J • INSTALL (6) NEW RRUS (REMOTE RADIO UNITS) • INSTALL (1) GROUND MOUNTED GPS ANTENNA C`3 TOWER ELEVATION AND COAX DETAILS o2 ��J Gp? p� �� J Q ZONING: COMMERCIAL — PREFERRED 1 I �X /�°, • INSTALL (3) HYBRID CABLES C-4 ANTENNA LAYOUTS Nates /(77 C-5 ANTENNA SCHEDULE AND EQUIPMENT DETAILS : TOWER OWNERT—MOBILE stills /13 l3iifley 30 C-6 EQUIPMENT DETAILS Rd C-7 EQUIPMENT DETAILS •6 / RF -1 ANTENNA AND CABLE COLOR CODING DETAILS FIBER COMPANY: TBD. II RF -2 ANTENNA/RRU JUMPER SCHEMATIC/ CON{ EMAILC '7 E-1 SINGLE LINE DIAGRAM AND DETAILS TEL ) �H E-2 DC POWER ONE—LINE AND DETAILS POWER COMPANY : XCELCONT ENERGY E-3 POWER AND TELCO DETAILSoNTACT: DRIVING DIRECTIONS ENGINEER OF RECORD E-4 PANEL SCHEDULES SITE NAME BLACK DOG EMAIL DEPART FROM MINNEAPOLIS/ST. PAUL INTERNATIONAL AIRPORT: CERTIFICATION STATEMENT: TEL (800) 895—x999 IMERGE ONTO GLUMACK DR G-1 GROUNDING PLAN AND NOTES APPLICANT: SPRINT PCS TAKE RAMP (RIGHT) ONTO SR -5 I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE G-2 GROUNDING DETAILS 6100 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 TAKE RAMP (LEFT) ONTO I-494 [SR -5] AT EXIT 2C, TURN RIGHT ONTO RAMP BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF INTERNATIONAL BUILDING CODE, 2006 EDITION G-3 GROUNDING DETAILS EQUIPMENT SUPPLIER: SAMSUNG TELECOMMUNICATIONS AMERICA, (STA) KEEP LEFT TO STAY ON RAMP KEEP STRAIGHT TO STAY ON RAMP LICENSED ENGINEER — STATE OF MINNESOTA SITE N0. MS25XC875 1301 EAST LOOKOUT DRIVE TAKE RAMP (RIGHT) ONTO SR -77 [CEDAR AVE] TURN RIGHT ONTO RAMP RICHARDSON, TX 75082-4124 (972) 761-7000 TURN RIGHT (WEST) ONTO CR -30 [DIFFLEY RD] SITE ADDRESS . .13 EAGAN, HN 4101 HWY13 55122 ARCHITECT/ENGINEER: FULLERTON ENGINEERING CONSULTANTS, INC TURN RIGHT (NORTH) ONTO OLD HWY 13 [OLD SIBLEY MEMORIAL HWY] 9600 W. BRYN MAWR AVE.: SUITE 200 ROSEMONT. ILLINOIS 60018 ROAD NAME CHANGES TO OLD SIBLEY HWY CONTACT: JOHN LASKARIS TEL (847) 292-0200 EX (223)ARRIVE EMAIL: iloskens®fuIIertonengneerng. com TURN LEFT (NORTH) ONTO OLD SIBLEY MEMORIAL HWY TURN LEFT (NORTH) ONTO LOCAL ROAD(S) AT SITE. NOTE: DRAWING SCALES ARE FOR 11"X17" SHEETS UNLESS OTHERWISE NOTED. SHEET NAME TITLE SHEET 1, APPLICABLE CODES & STANDARDS SITE ACCESS PROCEDURES INTERNATIONAL BUILDING CODE, 2006 EDITION NATIONAL ELECTRICAL CODE, 2008 EDITION GATE: 1997, 4215 SHELTER: 425 SIGNED DATE: +� MOW what5 below. Call before youdig. . SHEET NUMBER T-1 EXPIRES: LICENSE#: HIS DRAWING IS THE PROPERTY OF GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM AUTHORIZED REPRESENTATIVE OF THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 10. 11. 12. 13. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. 21. 22. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ANTENNA AND COAX NOTES VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH SAMSUNG. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED ON SHEET A-4. THIS CABLE LENGTH IS APPROXIMATE, AND IS NOT TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY SAMSUNG. 3. ALL MAIN CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID -HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMES -880 CABINET. 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN, SUPPLIED BY SAMSUNG, AND INSTALLED BY CONTRACTOR. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET RF -1 AND AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ELECTRICAL NOTES ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FORM A COMPLETE AND WORKING SYSTEM. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: A. B. C. D. E. F. UL - UNDERWRITERS LABORATORIES NEC - NATIONAL ELECTRICAL CODE NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT SBC - STANDARD BUILDING CODE NFPA - NATIONAL FIRE CODES DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH BY SPRINT. (CONT) Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA pi Fullerton co Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www.FullertonEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME GENERAL NOTES SHEET NUMBER GN -1 HIS DRAWING IS THE PROPERTY OF ELECTRICAL NOTES 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. ALL EXTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS OTHERWISE SPECIFIED. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS OTHERWISE SPECIFIED. ALL INTERIOR CONDUITS SHALL BE EMT UNLESS OTHERWISE SPECIFIED. 27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 20D LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 29. CONDUCTORS: CONTRACTOR SHALL USE 98X CONDUCTIVITY COPPER WITH TYPE THWN/THHN INSULATION, 600 VOLT, COLOR CODED. UNLESS SPECIFIED DIFFERENT ON DRAWINGS. 30. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR N0. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR N0. 8 AWG AND LARGER. 31. SERVICE: 240/1200, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 32. TELEPHONE SERVICE CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. 33. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 34. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 35. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 36. ALL BOLTS SHALL BE STAINLESS STEEL. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W -SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HOS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53 -E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. 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. 4. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"B) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 6. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 8. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 9. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 958 OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 10. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 958 OF STANDARD PROCTOR DENSITY. 11. ALL FILL SHALL BE PLACED IN UNIFORM LIES. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 12. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 13. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 14. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 15. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. ND SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA pi Fullerton co Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www.FullertonEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 908 REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME GENERAL NOTES SHEET NUMBER GN -2 HIS DRAWING IS THE PROPERTY OF FOUNDATION, EXCAVATION AND BACKFILL NOTES ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 955 OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM, SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED IN MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 955 OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4" ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE No. 57 FOR FENCED COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE—CONDITION AND/OR AERATE THE SOILS AND RECOMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED 0E1 DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING WATTS' OR OTHER SUITABLE PROTECTION DESIGNED TO SPREAD EQUIPMENT LOADS AS MAY BE NECESSARY. REPAIR ANY DAMAGE TO EXISTING GRAVEL SURFACING OR SUB GRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTORS OPERATIONS. 15. DAMAGE TO EXISTING STRUCTURES AND/0R UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 P51 AT 28 DAYS). GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN—OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS — SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6.1. OF 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 16. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CAST—IN—PLACE CONCRETE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 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: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1-1/2 N. 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. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBG & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA pi Fullerton co Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www.FullertonEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 905 REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME GENERAL NOTES SHEET NUMBER GN -3 HIS DRAWING IS THE PROPERTY OF ABBREVIATIONS NOTE: Sprint EXISTING SURVEY NOT AVAILABLE AT TIME OF SUBMISSION AFF ABOVE FINISHED FLOOR AGL ABOVE GRADE LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATE AWG AMERICAN WIRE GAUGE BLDG BUILDING BTS BASE TRANSCIEVER STATION CLR CLEAR COL COLUMN CONC CONCRETE CND CONDUIT DWG DRAWING FT FOOT(FEET) EGB EQUIPMENT GROUND BAR ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ELEV ELEVATION EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FND FOUNDATION BER GA GAUGE GALV GALVANIZED GPS GLOBAL POSITIONING SYSTEM CND GROUND LTE LONG TERM EVOLUTION MAX MAXIMUM MFR MANUFACTURER,,,,,,,, MGB MASTER GROUND BAR MIN MINIMUM MMBTS MULTI—MODE BTS N.T.S. NOT TO SCALE 0 C. ON CENTER QE/OT OVERHEAD ELECTRIC/TELCO PPC POWER PROTECTION CABINET RBS RADIO BASED STATION__ RRU REMOTE RADIO UNIT RGS RIGID GALVANIZED STEEL IN INCH(ES) INT INTERIOR LB(S) POU ND(S) SF SQUARE FOOT STL STEEL TYP TYPICAL LINO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD W/ WITH XFMR TRANSFORMER # POUND(S) EXISTING CHAIN /EXISTING LINK FENCE (TYP.) • ❑ n #I ■ WOODED AREA ❑ BLACK & VEATCH Building a world of difference. ♦ �p EXISTING BILLBOARD EXISTING MONOPOLE• + EXISTING EQUIPMENT • SHLTER / • • 1 SBA J flJullerton Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEM ONT, ILLINOIS 60018 TEL 847-292-0200 FAX 847-292-0206 www. Fullerton Engi neer i ng. corn EXISTING WOOD . FENCE (TVP.) EXISTING ASPHALT ACCESS DRIVE CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH C SEE C 2 FOR ENLARGED SITE PLAN > LEXISTING GRASS/ AREA7 �! v f .: ^ & C _A,_ ,,yA v W� K . CD ❑U cpO ZEXISTING WOODED AREA 7 > ''2 oo ., �{ / �J�� 84 SYMBOLS REVISION • WORK POINT s'Qrr UTILITY POLE ��A BRICK COMPRESSED STONE) 1 CONCRETE SITE NAME BLACK DOG EARTH GRAVEL K////////A MASONRY j//////////A STEEL SITE No. MS25XC875 CENTERLINE — — — — PROPERTY LINE LEASE LINE EASEMENT LINE SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 X CHAIN LINK FENCE WOOD FENCE SHEET NAME OVERALLPLAN SITE ❑ 111 UE BELOW GRADE ELECTRIC UT BELOWGRADE TEL TELEPHONE QE/OT OVERHEAD ELECTRIC/ TELEPHONE I_4> SECTION REFERENCE SHEET NUMBER C— 1 V OVERALL SITE PLAN 1 Iii .SCALE: 1'-0 = 40-0 NORTH 0 20 40 60 HIS DRAWING IS THE PROPERTY OF EXISTING ICE BRIDGE (TYR.) NEW CABLES ROUTED ON EXISTING CABLE BRIDGE SEE C-3 & 4/C-4 FOR DETAIL NEW ANTENNA (TYP. OF 3) TO REPLACE EXISTING (TYP. OF 3) SEE C-3. C-4, C-5 & C-7 FOR DETAILS NEW GPS ANTENNA SEE 1/0-7 FOR DETAIL NEW EQUIPMENT RACK (TYP. OF 2) TO REPLACE EXISTING (TYP. OF 2) SEE C-2 & C-6 FOR DETAILS EXISTING SPRINT EQUIPMENT SHELTER (TYR.) /1NENLARGED SITE PLAN 11 ► 1 SCALE: 1/8" — 1 — 0" NORTH 12' /EXISTING GRASS APEA7 EXISTING CONCRETE SIDEWALK (TYP.) EXISTING CHAIN LINK FENCE (TYP.) Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA ®, Fullerton co Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www.FullertonEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME ENLARGED SITE PLAN SHEET NUMBER C -1A HIS DRAWING IS THE PROPERTY OF 4 3 Sprint EXISTING SPRINT SHELTER D 8. G 6 6 EXISTING ENTRY PORT EXISTING GPS ANTENNA n #11 S U N ANISU il�mBLACK EXISTING COAX CABLES ROUTED ON EXISTING ICE BRIDGE &VEATCH Building a world of difference. ES CDMARfRACK EXISTIC^O AtilU!"1EXISTINB'2' A ,Fullerton A Engineering Consultants MON. ILLINOIS 60018 N MWEiIT 8447 292 0206 CHECKED BY: JP EXISTING TELCO BOARD �: / _ // APPROVED BY: MB N DATE DESCRIPTION INT. EXISTING TRANSFER AUTOMATIC SWITCH // 5/16/12 90% REVIEW DH EXISTING A/C PANEL (�j el1 EXISTING SHELTER LAYOUT EXISTING METER SCALE: 1/4" = 1' - 0" NORTH EXISTING 0 1' 2 4 6 GENERATOR PLUG 4' 3" p‘-‘ JG C. , OQ- ? NOTE: EXISTING SPRINT SHELTER EXISTING ENTRY PORT NOTES CONTRACTOR SHALL FURNISH AND INSTALL A NEW SPRINT N00C SIGN ON 2-2" 2'-0" 2'-8" 2'-0" 2'-0" 2'-0' 1'-5" 1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY APPROXIMATIONS. THE EXACT NEW CABINETS. CONTRACTOR TO COORDINATE WITH BLACK & VEATCH PM. W EXISTING GPS ICEN BRIDGENTED ON2. LOCATION AND ROUTING SHALL BE FIELD VERIFIED. ALL ELECTRICAL EQUIPMENT AND CONTROLLING 4G) RACK ITA F�� :lil BATTERY RACKARE L SEE 1/C-7 FOR DETAIL NEW CABLES ROUTED ON m EXISTING ICE BRIDGE IP 1 /// (1P. OF 3) 1 (1) SHOWN FOR CLARITY -N NG ICE BRIDGE (TVP.) NG CABLE LADDER DEVICES SHALL BE PROVIDED WITH LAMICOID NAMEPLATES, INDICATING THE CIRCUITS ORIGINATION AND ALL EQUIPMENT TERMINATIONS.• SHALL SUPPLY BREAKERS, CONDUITS COMPLETED SYSTEM AND SHALL BE IN COMPLANCE(N) AND CIRCUIT CONDUCTORS, AS REQUIRED FORAES WITH MANUFACTURER SPECIFICATIONS.4G 4. NEW CABINET LOCATIONS AND MOUNTING DIMENSIONS APPROXIMATE AND IN RELATION TO EXISTING AND NEW STRUCTURAL STEEL. DIMENSIONS ARE ON CENTERLINE OF STRUCTURAL STEEL AND AS INDICATED ON SHEET 0-1, UNLESS NOTEDBOOK OTHERWISE. CONTRACTOR SHALL FIELD VERIFYEXISTING AND NEW STRUCTURAL STEEL LOCATIONS, SITE NAMBASED OOO (TMP.) CLEARANCES, CONNECTIONS, ETC. AND SHALL VERIFY EQUIPMENT MOUNTING DIMENSIONS, PER MANUFACTURER'S DRAWINGS, PRIOR TO INSTALLATION. SEE SHEET S-1.�,,1C�V5. CONTRACTOR SHALL INSTALL GRATING AND HANDRAILSMS25XC875 WHEN EXISTING SPRINT EQUIPMENT IS REMOVED.GRATING SHALL SPAN IN THE CORRECT DIRECTION AS INDICATED ON SHEET S-1. HANDRAILS SHALL BE INSTALLED WHERER THERE IS A GAP OR OPENING N THE HANDRAIL IN ACCORDANCE WITH DETAIL ON SHEET 8-2 OR WITH ENGINEER'S DIRECTION OR REQUIREMENTS. SITE N� 4101 HWY. 13 EAGAN, MN 55122 SHEET NAM EQUIPMENT LAYOUTS EXISTING TELCO BOARD -: // _ // EXISTING AUTOMATIC 6. EXISTING SPRINT LEASE AREA SHOWN IS TRANSFER SWITCH // / APPROXIMATE. CONTRACTOR TO VERIFY LEASE AREA WITH LAND SURVEY. EXISTING A/C PANEL FINAL SHELTER LAYOUT SHEET NUMBER C-2 EXISTING METER 4,2)1/4E = 1'- 0" 2 SCALE : EXISTING PLUG NORTH GENERATOR 0 1' 2' 4' 6' HIS DRAWING IS THE PROPERTY OF EXISTING LIGHTNING ROD PENDING ANTENNA MOUNT CERTIFICATION NOTES: 1. TOWER STRUCTURE ANALYSIS IS BEING PERFORMED BY OTHERS. SPRINT NETWORK VISION INSTALLATION SHALL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. 2. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS, SUBJECT TO OWNER APPROVAL. 3. REFER TO STRUCTURAL ANALYSIS FOR APPROVED COAX, HYBRID CABLE PLACEMENT. 4. THE SIZE, HEIGHT AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 5. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH B&V REPRESENTATIVE. 6. ALL ANTENNA AZIMUTHS ARE TO BE TAKEN FROM THE TRUE NORTH. 7. CONTRACTOR SHALL INSTALL HYBRID CABLE SUPPORTS BASED ON FOLLOWING STRUCTURE TYPE: TOWER HARDWARE Sprint n M S U N saE BLACK & VEATCH Building a world of difference. Rf SBA NEW 3 1/2" DIAMETER MOUNTING PIPE T/MONOPOLE & CL OF EXISTING ANTENNAS EXISTING IDEN ANTENNAS 77 jpy} 7'� Fullerton ® Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ILLINOIS 60018 TEL 847-292-0200 FAX 847-292-0206 www. FullertonEng neenng.Rom NEW SAMSUNG RRU MOUNTING HARDWARE IIIIIIII 1_ _1111111111 _ IIIII• �' �m•=�_= III �� NEW 800 MHZ RRU WITH FILTER ANTENNA FRAME (ATTACHMENT HEIGHT VARIES) BELEv. = ee'-o± ac.L. o REMAIN (TrP.) MONOPOLE: CL OF EXISTING DISH ANTENNA STAINLESS STEEL BANDING, BUCKLES, SNAP-IN HANGERS. VALMONT P/N 81769, B1770, B2421 OR APPROVED EQUIVALENT FOR EXTERIOR SUPPORTS. HYBRID CABLES INSTALLED INSIDE MONOPOLE SHALL BE SUPPORTED WITH A SABRE SITE SOLUTIONS HOISTING GRIP EVERY 100', P N C20-112-003, // C20-113-003 OR APPROVED— EQUIVALENT. SUPPORT: —ROSEMONT. P•ELEV. = 90'-0"± A.G.L. 6E OF NEW ANTENNAS 'i _ I. '3/ l IQ��IIII�� NEW 190D HZ RRU CHECKED BY JP APPROVED BY MB m NEW PANEL ANTENNA WITH I V. = �ELEV. = 82'-0" A.G.L. NEW ANTENNA (TYP. OF 3) TO DATE DESCRIPTION INT. 5 i6 12 / 90% REVIEW DH HARDWARE NEW 90', (2) U -BOLT _..... alIIIII ♦I♦ \ NEW HYBRID CABLE FROM NEW REPLACE EXISTING (TYP. OF 3) EXISTING MONOPOLE ROTATIONAL RESISTANT HARDWARE. CONTRACTOR Ill SHALL USE ROTATIONAt RESISTANT HARDWARE FOR , EXISTING FRAME g, _ MMBS-BBU CABINET NEWGUYED/SELF HYBRID BREAK-OUT ' CYLINDER AND ENCLOSURE. CONTRACTOR SHALL MOUNT WITH ADEQUATE HARDWARE USE EXISTING EMPTY SPARE HARDWARE COAX LADDER, OR VERTICAL SUPPORTS WITH SNAP -IN HANGER. VALMONT P/N 81560.CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR SITUATIONS WHICH REQUIRE A NEW COAX LADDER, EXTENSIONS, OR OTHER VERTICAL SUPPORTS. A ANTENNA NOTES 4O'' c., FOS �{ / ,/ 84' TO EXISTING FRAME. NEW JUMPER (TYP) NEW HYBRID FREQUENCY CABLE COAX ROUTING DETAIL @ ANTENNA NEW CABLES OF 3) TO REPLACE 3 SCALE: N T.S. SCALE: N.T.S. NEW BREAK-OUT EXISTING ANTENNA CYLINDERT-ARM (TYP. 3 PLACES) - If (TYP. EXISTING (IYP. OF 8) ROUTED INSIDE MONOPOLE. INSTALL NEW HOISTING GRIP ON EXISTING J -HOOK PROVIDE DRIP LOOP AT THE BOTTOM EXISTING ICE BRIDGE(TY SITE NAME BLACK DOG P.) ILO U II II+ ' EXISTING EQUIPMENT SHELTER (TVP.) NEW GPS ANTENNA NEW RACKS INSIDE EXISTING EQUIPMENT SHELTER C� SITE NO11.. MS25XC875 "CNEW HY r CABLES BRID / 111, (1 PER SECTOR) - NEW HYBRID FREQUENCY CABLES TO EACH RESPECTIVE ANTENNA • HYBRID CABLE/BREAKOUT DETAIL (PROPOSED)o (3) 1-1 /2" TO 79.-O• LEVEL (INSTALLED) (5) 1-5/8" TO 79'-0" LEVEL COAX ROUTING DETAIL SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 Ag,. SHEET NAME TOWER ELEVATION AND COAX DETAILS T/GRADE ELEv. = o' -o" A.c.L. 1 WEST ELEVATION, ....... SHEET NUMBER C-30 SCALE: 1/16" = 1' - o"TYP. 4 SCALE: N.T.S. 4' 8' 1 6' 24' SCALE: N T.S. HIS DRAWING IS THE PROPERTY OF HIS DRAWING IS THE PROPERTY OF /� NOT USED Sprint SECTOR:1 (E) CDMA AZIMUTH: 60° (E) IDEN AZIMUTH: 344' IMSUN �P EXISTING IDEN ANTENNA BLACK & VEATCH Building a world of difference. .5 \'....."-----. 10V \aii (TYP. OF 6) Rf SBA 1 EXISTING MONOPOLE vUQ EXISTING T -ARM (TVP.) aFullerton EngineerinConsultants g 9600 W. BRYN MAWR AVE. SUITE 200 AX 847-292-0218 RosAX 84 ILLINOIS 06 TEL: 847-292-0200 06 II JPgnee9. om 4' "9 Co CL' QIP 9 EXISTING CDMAJ ANTENNA (TYP. OF 3) SECTOR:3 (E) CDMA AZIMUTH: 220' (E) IDEN AZIMUTH: 224° SECTOR:2 (E) CDMA AZIMUTH: 130° (E) IDEN AZIMUTH: 104° CHECKED 8 APPROVED BY : MB N DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH /� EXISTING ANTENNA LAYOUT 1 ' ► SCALE: 1/8" = 1'-0" 2 ' ► SCALE: N T.S. NORTH NORTH 0 2' 4' 8' 12' p? �Jp 5� Gp� ape' '2 / Q{ �FJ� Q NOTE:1. SECTOR:1 (E) CDMA AZIMUTH: 60° 1 (E) IDEN AZIMUTH: 344' EXACT ROUTING OF CABLES TO BE DETERMINED BY STRUCTURAL ANALYSIS (BY OTHERS) 2. NEW GPS ANTENNA TO BE AT LEAST 4' FROM EXISTING GPS ANTENNAS MONOPOLE TOWER NEW CABLES ROUTED NEW 3"0 ANTENNA MOUNTING INSIDE EXISTING NEW CPS MONOPOLE (TYP.) PIPE TO REPLACE EXISTING T90V (TYP. OF 3). CONTRACTOR TO 0 t a REPLACE OR REUSE EXISTING 9 ,6 DMti HARDWARE AS NECESSARY R� EXISTING IDEN ANTENNA ICE BRIDGE • ' III 1M �IDfN (TYP. OF 8) NINSIDE EXISTING EW EQUIPMENTNEW SHELTER I TOWER I CABLES FROM REAR OF CABINET ROUTED ON EXISTING ICE BRIDGE (1) SHOWN FOR CLARITY CABLES ATTACHED TO EXISTING SUPPORTS WITH ROSENBERGER GROMMET HANGER KIT PART# CX624-TH415 SITE NAME BLACK DOG EXISTING MONOPOLE \ ^y \ EXISTING T -ARM (TVP.) NEW RRUS (TYP. OF 6) -�� FOR 800/1900 POEN ANTENNA O SEE C-5 & RF -2 FOR � SITE N0. MS25XC875 DETAILS 0� NEW ANTENNA (1YP. OF 3) TO 4' REPLACE EXISTING (TYP. OF 6) '''' SEE C-5 & C-7 FOR DETAILS J s• ••1&oo �0 �6+ ! ,y 9 V�". z oo 4.4 '� / SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 IG/ SECTOR:2 SECTOR:3 (E) CDMA AZIMUTH: 220° (E) IDEN AZIMUTH: 224° (E) CDMA AZIMUTH: 130° (E) IDEN AZIMUTH: 104° SHEET NAME ANTENNA LAYOUTS CABLE ROUTING DIAGRAM AIMS •• . ,� ._, _. /� FINAL ANTENNA LAYOUT SHEET NUMBER C-4 4 SCALE: 1/4" = 1' - 0" NI► 3 SCALE: 1/8" = 1'-0" NORTH 0 2' 4' 8' 12' 0 1' 2' 4' 6' HIS DRAWING IS THE PROPERTY OF HIS DRAWING IS THE PROPERTY OF SGC `�aw�Pxc„�rzra .r. ��wvriR n.�n53i f5 k�n9inn"b `�Y+x;',. GnINCd8d1ii�[�b eg R �T a�n.n} P\\\L\O�O PC zu Sprint rcm 61.5 TM NW ecu -- -- ,n' (32R ,o ac ANISUN R7: 26 t t rt.... WP -18- -261 CI) 23azo 100 / 15& 2 / e 61XE [ Yt0 r/7' 6 FE MAF Ftr CAEttittEFE 2101-80'5-666 4E1YBR 2 .n'nmm r e.,,".. ¢,e-ura3-oma V) 5200 .0 12a / t8, 0 / ". OA,... . 'e n� n ' 112 ,n- 4 n 013. r (01222120 .•3.24-821-8115 SECTOR 3 71ti9a Pie -10.- RR aha varEtp 133 lrao 101 / t+a 1 A- t cAva r4 -e 0241 la W rP�Fl 1154 t.2' o n qsr Fe ...CUM 11e.®-991-yn3 BLACK & VEATCH Building a world of difference. �cnaa nisi Frvuom PP. Nou©crs Mtc Ponave waoc� (t m�au acv EnrS,e a.nnNntt nnu snaotQSaurrcn L111,111-1 {O�s,..�.3 Rnn Elocr (11 (n) ' "x aunrvrarr coni srzc coax mac "" x LEW. (ft) a,PE ©urtr a n lik ,tE1100 c (,) Om a nes e n n n s Ter ANTENNA SCHEDULEw a a ®� n a a �re ` SBA 1 SCALE: N?.S. — 6c1261,66 OD a 0 0 00 awn nn e o 4 0 s 1/0 1'-6 3/4" 10 1/2" — 3/4" 9 Fullerton Engineering Consulianla 200 W. BRVN MAWR AVE—II ROSEM ONT, ILLINOIS60018FAX847-292-0206j wwwFullertonEng�neer�ng.com 1'-61/2" k I ;NE IIII�� .. '-1 3/a'FRONT® 16 • IIIIIII\a80DMHZ-45BODMHZ+459600 L61111 111 °'®Oo°SUITE POO 1 �R900 POET O 3 CHECKED BY JP PCS1+45 PCS2+45 °0 'G0 APPROVED BY MB FRONT VIEW SIDE VIEW PLAN VIEW FRONT VIEW PORT 0 ED ° ° PORT 2 0 N DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SIDE VIEW PLAN VIEW PCS1-45 PCS2-45 DIMENSIONS (WxDxH): 1'-6 3/4" 10 1/2" 1'-6" DIMENSIONS (WOD%H): 1.-1 3/4" 9" 1'-11 3/4" SAMSUNG x x 68 SAMSUNG x x 62 83 LBS \ / RRU 800 MODEL: 68H4c2B5 RRU 1900 MODELWEIGHT: : RRP4 ANTENNA BOTTOM VIEW e) 800 MHz RADIO 1900 MHz RADIO (A.‘:‘_Y-�oGl � VO?� FO ?& X{ / ,,,6, SCALE: N?.5. 3 SCALE: N?.5. POWER „.• / / — Ilit A A A AA ? OA/SSG POWER FRAME GROUND—a O O — o o a0 EOP B— ANT 1 EXTERNAL FILTER FIBER _ oOo/ (7/16) IN (N—TYPE) :0: h" EXTERNAL FILTER ANT 0 (7/16) "0" OUT (N—TYPE) Mill a b r r titi Li -MI r Jr Ir SITE NAME BLACK DOG 800 MHZ RADIO BOTTOM VIEW ® OPTIC Porro SITE No. MS25XC875 1111 12.0" ANTENNA PORT (TYP.) o PLAN VIEW FRONT VIEW" " " o 0 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 GROUND ANT 0 ANT 1 ANT 2 ANT 3 PLAN FRONT POWER PORT SHEET NAME ANTENNA SCHEDULE AND EQUIPMENT DETAILS POWERWAVE P40-16—XLPP—RR ANTENNA g RET POWERWAVE P65-16—XLPP—RR ANTENNA PORT FREQUENCY RANGE Bos—ass MH: 1850-1995 MHz ANTENNA W/0 MOUNTING HARDWARE 53 Ib MOUNTING HARDWARE 11 Ib TOTAL WEIGHT 64 Ib FREQUENCY RANGE 806-869 MHz ANTENNA W/0 MOUNTING HARDWARE 49 Ib MOUNTING HARDWARE 7 lb TOTAL WEIGHT 56 Ib 1900 MHZ RADIO BOTTOM VIEW SHEET NUMBER C-5 800/1900 ANTENNA SPEC. 800/1900 ANTENNA SPEC. NOT USED RADIO AND ANTENNA PORTS 4 SCALE: N.T.S_ SCALE: N T.S. 6 SCALE: N.T.S. 7 SCALE: N.T.S. HIS DRAWING IS THE PROPERTY OF NEW SAMSUNG INDOOR RACK FOOTPRINT OF RBS RACK 1— nwwwwuwwwwuwwwwinmm 6666 BLOCK & GPS SPTITTER 0 EQUIPMENT 8U FOR DU UNITS 10U FOR AUX EQUIP. RESERVED BU FOR BATTERY 1 STRING NEW SAMSUNG BATTERY RACK BATTERY SHELF (1 OF 4 TYP.) FOOTPRINT OF BBU RACK mmmummmmaimmmani n� 1� 1� 1� 1� I.I.I.I.I 1M 1E 1M 1I I.I.I.I.I 1� 1� 1� 1� I.I.I.I.I I= 1M IMI 1= •i.I.I.I FRONT OF RBS RACK FRONT OF BBU RACK .� SAMSUNG RACK DETAILS SCALE: N T.S. 2 NOT USED SCALE: N.T.S. 3 NOT USED SCALE: N.T.S. A NOT USED SCALE: N.T.S. Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA pi &Fullerton Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www.FullertonEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME EQUIPMENT DETAILS SHEET NUMBER C-6 HIS DRAWING IS THE PROPERTY OF GPS ANTENNA NOT USED 2 Sprint 1"0 z 4' SCH. 40 GALVANIZED ANTENNA MAST 0 l4MSnn #� �sUN R� 'a \ PIPE CAP BLACK & VEATCH Building a world of difference. 1" PIPE TO 3" PIPE CLAMP (YP.)o GUS ANTENNA COAX JUMPER6m .ch_ -' \ o o Ri SBA JJJ SUPPORT PIPE flFullerton Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEM ONT, ILLINOIS 60018 TEL 847-292-0200 FAX 847-292-0206 www. Fullerton Engi neeri n g.Rom 1"0 PVC CONDUIT CADWELD OR COLD WATER GROUND CLAMP COAX GROUND KIT TO CABINET CHECKED BY: JP APPROVED BY: MB ii DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH GPS ANTENNA DETAIL GROUND BUSS 1 SCALE: NTS. #2 AWG GREEN STRANDED COPPER GROUND WIRE SCALE NTS. 0 NEW MMBS-BBU CABINET 0 o NEW MMES-BBU CABINET I NOTE: Q Z 500 MHZ I�� RRU II Mill NO AFORARE OR PIPENSHOWN C? ?JG C?5� G SCF ?C { Q- lCOUPLING Q?"J W I-- Q II i 2" LB HOUSING 2" LB HOUSING ] O 0 MUDROOM ] 0 INTO MUDRODM 2" LIQUID TIGHT o CONDUIT FOR HYBRID CABLES,- P/N #8436 2" HEAVY WALL o o o INTO MUDROOM 2" HEAVY WALL COUPLING 2" SEAL TIGHT FLEXIBLE CONDUIT TO NEW EQUIPMENT00 p Cn \ 900 MH RRU NEW COMMSCOPE Z ° �}I �y �y �y LJ 0+1 0+1 2" SEAL TITS STRAIGHT CONNECTOR 2" SEAL TIGHT STRAIGHT CONNECTO) SITE NAME BLACK DOG (6) 1/2"0 SUPERFLEX JUMPER CABLES & (1) NEW 5/16"0 AISG RET CABLE PART# ATCB-B01-003 PART II CABLE 1 \ ! �, DC & FIBER PIGTAILS (TYP. 6 PER RRU) (1)1"0 FIBER CABLES (TYP. PER SECTOR) 2" HEAVY WALL SEE NOTE 1 CONDUIT COUPLING 2" SEAL TIGHT FLEXIBLE CONDUIT ° EQUIPMENT PLATFORM V NEW UNIVERSAL ANGLE ADAPTER ` \\\\ EQUIPMENT PLATFORM SITE NO. MS25XC875 NEW BUTTERFLY \ CONDUIT HANGERS Y RoxTEc INNERDUCT SEAL, TESSCO SKU P/N: JUMPER CABLE CODES SITE ADDRESS 4101 HWY. 13 MN 55122 800 MHZ 1900 MHZ 32mm/ 349959 36mm/349384 2" SCH 80 PVC 2" HEAVY WALLEAGAN, FROM TELCO BOX CONDUIT REAR VIEW INTO MUDROOM MICROFLECT PIPE KIT PORT -45' +45 -45' PCS1 +45 PCS1 -45' PCS2 +45' PCS2 RET SHEET NAME EQUIPMENT DETAILS SECTOR 1 B .G lL Y R W .G Y R B lL Y R W y R G R y B g— IR � rtl y IR g— SITE PRD ANGLE PART #STK4-U OR ADAPTOR PART APPROVED EQUAL #ADAP-U WITH 3/8" GALV. ALL THREAD SIDE VIEW SECTOR 2 B B Y , W W R Y- B ® Y R CIE] W WY Y R 0 G y P R R El CIE] Y R CI® SECTOR3 OM B Y iwlR w;w w y[R B B B y0 w w w y 0 0R[0 y rc 0 0 0 00 NOTE: SHEET NUMBER C-7 4 ANTENNA DIAGRAM REFER LOCAL URISDICTION HYBRID AND TELCO LINE SUPPORT DETAIL CONDUIT OROUTNGJREQUIREMENTS. R 3 SCALE: N S. T SCALE: N.T.S. HIS DRAWING IS THE PROPERTY OF 1900 RRU g1 TECHNOLOGY INDICATOR SECTOR �J2 CABLE 112 MI MI Mal ANTENNA AND CABLE COLOR CODING Sprint (3 ASSUMING 6 SECTORED / LINESIPAND SECTOR Cr mae ANTLE RF ENNAS LS) 1 ALPHA NORTH n' `. TYPICAL COAX CABLE COLOR CODING SCHEME MEM CABLE •=1=2/1=21 BLACKUN lding a world of�iffe enoe. " cF w ry�. 0 ,v6�'+pp 'a c9 . e 4k7' _© BLUE '®' ISM BR Re' MIMMIMMZEMMEEIME=M =1=== • �� //�� 1 S1�!"1 J DC POWER 800 RRU #1 FIBER �� .'..._� - - SECTOR #2 CABLE #2 iM � �� Fullerton CO Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT ILLINOIS 60018 TEL 847-292-0200 wwwFFullerAX BtonEng'rnee0ring6com MiErg•i= vOMIZIM ©© BLUE ... BLUE.:. ,:� COLOR ODE SECTOR LEGEND FXAMPI F COLOR CODE SECTOR 1 => 1 BAND SECTOR 2 AND CABLE 2 IDEN (600Mhz Radio #1) SECTOR 2 => 2 BAND CDMA ©© ,F�1 Em2= ©0®®EZEIM ©©SECTOR 1^5 D n`D. w� 3 => 3 BAND ® SECTOR 4 4 BAND da'fl => SECTOR 5 => 5 BAND FXAMPI F I WIMAX ©0 .ow:v men ;.Jmix. SECTOR 6 => 6 BAND SECTOR 3. CABLE 1. (1900Mhz RADIO /j1) ©� CHECKED BY: JP ©MIM APPROVED BY: MB d� `'6'1 ® I «( N DATE DESCRIPTION INT. FXAMPI F ©©BLUE ©© BLUE: � BLUE ",` 5/16/12 90% REVIEW DH SECTOR 2, CABLE 4, (80OMhz RADIO #1 AND 190Mhz RADIO #1) EffiffoSW MEI ©0®®® C11 r-1 ®'-it el ME=M1= RED RED RED 1. COLOR BAND TO BE 2" WIDE 2. SPACING TO BE 1" BETWEEN TECHNOLOGY BANDS. NO 3. COLOR BAND ON JUMPERS 1" 4. START COLOR BANDS 2" BEYOND 5. START SECTOR COLOR NEXT TO ON MAIN LINE. BANDS AND SPACE BETWEEN WIDE W/ 1" WEATHERPROOFING. END CONNECTOR. Li a 2" BETWEEN LINE AND TECHNOLOGY COLOR BANDS. SPACE. m MI EICK Iffff BR ©0� -.,610 -p 1 HYBRID CABLE COLOR CODE EXAMPLE ©� p'' JG4 G FOS '2O� fie{ ,,,,4 e � 2 COAXIAL CABLE COLOR CODE SCALE. N.T.S. SCALE. N.T.S. NOTE: HYBRID CABLE WILL BE MARKED IN A SIMILAR MANNER AS COAX CABLE DESCRIBED IN THE "ANTENNA & CABLE COLOR CODE" DETAIL LOCATED ON THE SHEET. THE MAIN "TRUNK" OF THE HYBRID CABLE WILL NOT BE MARKED WITH THE FREQUENCY CODE AS THE HYBRID CABLE IN MANY CASES WILL CONTAIN ALL TECHNOLOGIES. THE INDIVIDUAL POWER PAIRS AND FIBER CABLES WILL BE LABELED WITH BOTH THE FREQUENCY AND SECTOR CABLE MARKINGS. 4 PAIR OF COPPER SITE NAME BLACK DOG TECHNOLOGY COLOR CODE FIRST RING SECOND RING CROSS BAND COUPLER 600 YELLOW SITE No. IVIS25XC875 1900 #1 YELLOW RED'acA t„ imi 11 IT 5 ANTENNA & CABLE COLOR aSITE CODE 1900 #2 YELLOW BLUE ADDRESSRESERVED 4101 HWY. 13 EAGAN, MN 55122 YELLOW RESERVED RESERVED YELLOW YELLOW -V - SHEET NAME AND CABLE COLOR CODING 6 FIBER CABLES (SINGLE OR MULTIPLE PAIRS DEPENDING ON DESIGN) EACH FIBER CABLE SUPPORT RADIO HEAD HYBRID CABLE COLOR CODE RESERVED YELLOW WHITEANTENNA 1600 #1 YELLOWDETAILS A TECHNOLOGY COLOR CODE SHEET NUMBER RF -1 3 SCALE. N.T.S_ SCALE. N.T.S. SCALE: N.T.S. HIS DRAWING IS THE PROPERTY OF .� ANTENNA/RRU JUMPER SCHEMATIC SCALE: N T.S. 800MHZ-45 800MHZ+45 PORT 1 FRONT OF ANTENNA PCS1+45 R Y PORT 0 PCS1-45 1900 RET PORT 3 PCS2+45 PORT 2 PCS2-45 w ANTENNA BASE 3 W 0... O OPTIC PORT GROUND POWER PORT ANT 0 ANT 1 ANT 2 o ANT 3 0 (LTE 0) (CDMA 0) (LTE 1) (CDMA 1) GHZ O RET PORT FRAME GROUND POWER 1900 RRU AISC =1BER 0 0 • ANT 0 EQP B :Da 0/S POWER NT EQP A BOO MHZ 800 RRU Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA ®, &Fullerton Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www.FullertonEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME ANTENNA/RRU JUMPER SCHEMATIC SHEET NUMBER RF -2 HIS DRAWING IS THE PROPERTY OF ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL AC NOMINAL 120/228 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF 'T1" SERVICE LINE TO TERMINATE AT THE PPC CABINET. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2—FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 6. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. THE SPRINT CABINET, INCLUDING 20D AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 8. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE COORDINATED BY ELECTRICAL CONTRACTOR AND FIELD CONSTRUCTION MANAGER. 9. #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. 10. CONTRACTOR SHALL INSPECT THE EXISTING 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 ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 11. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH—IN. 12. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 13. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 14. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 15. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 16. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, MINIMUM #12. 17. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J—BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 18. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 19. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 20. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 21. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 22. THE CONTRACTOR SHALL PREPARE AS—BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 23. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) 24. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 25. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 26. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH—IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 27. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH—IN. 28. SPLIT BREAKERS SHALL BE USED ON 120V LOADS IN THE EVENT THAT ADDITIONAL CIRCUIT SPACE IS REQUIRED FOR NEW EQUIPMENT. 29. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENT ON E-1 REFLECTS MIGRATION PERIOD CIRCUMSTANCES. REFER TO E-4 FOR POST—MIGRATION PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENT IN WHICH EXISTING LEGACY EQUIPMENT HAS BEEN REMOVED. .I NOTES SCALE: N.T.S. NEW 100A, 2P C/B (BBU) AND 15A, 1P C/B (BATTERY) IN EXISTING PANEL SEE PHOTO THIS PAGE NEW 1-1/7'0 CONDUIT W/(3) #2 AWG & (1) #8 AWG FOR GROUND NEW TELCO CABLE NEW MMBS BBU RACK BAT1 7A : EP NOTE: NEW MV NID LOCATION TO BE DETERMINED 2 TYPICAL ONE LINE DIAGRAM SCALE: N.T.S. 3 A/C PANEL SCALE: N.T.S. Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA pi ® Fullerton Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www. Ful IertonEngi Ween n g.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME SINGLE LINE DIAGRAM AND DETAILS SHEET NUMBER E-1 HIS DRAWING IS THE PROPERTY OF CONDUIT NO. USAGE S p r n t 0 BATTERY 1 AC/GROUND n tV S U N ■4 i�E ii ,r ' 2 RRU SECTOR 1 LOAD MMBS BBU CABINET 3" (MIN.) 3 RRU SECTOR 2 NEW MMBS—BATTERY CABINET NEW MMBS—BBU CABINET CENTER BLACK & VEATCH Building a world of difference. 4 RRU SECTOR 3 CABINET BUSS BAR WITH PENETRATION FOR GND ®BOTTOM OF CABINET 3'-0" (MA ) X. BATTERY CABINET CABINET BUSS BAR WfTH PENETRATION FOR GND ® BOTTOM OF CABINET w2 GREEN STRANDED BATTERY 5 5 4 3 2 1 0 O • ••••C• #2 AWG GND MGB GREEN STRANDED INSULATED COPPER• GROUND WIRE ROUTED IN 3/4"M SEAL TIGHT MUDROOM ) ' SERVICE LB I INSULATED COPPER GROUND WIRE ROUTED IN 3/4"0 SEAL TIGHT CONDUIT (ISP.) I 48V DC CABLES S� iiiiiTO BRANCH CIRCUIT FROM LOAD CENTER #2 AWG GND TO MGB (REFER TO E-1) flFullerton Engineering Consultants 9600 W. BRYN MAWR AVESUITE . 00 ROSEMONT. ILLINOIS 60018 TEL 847-292-0200 FAX 847-292-0206 www.FullertonEngineering.com gggl CONDUIT (ISP.) N 2"0 CONDUIT SPARE W/CAP �!'I"'1'■sl--f� I® DC POWER ELECTRICAL NOTESIIIIMI SECTOR 1 SEE DETAIL C REFER TO RF CABLES (TMP. OF 3) a r 0 - 3/4"0 CONDUIT TO 15A C/B 1. MINIMUM CABLE LENGTH BETWEEN THE DU AND BATTERY IS SECTOR 2 HYBRID CABLE SPECS 70MM (2.75 in). 2. MAXIMUM CABLE LENGTH DISTANCE IS 900mm (35.43" in). 3. ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS—BBU CABINET 48VDC POWER DISTRIBUTION PANEL TO AND FROM NEW MMBS—BATTERY CABINET. 4. —48 VDC CABLES BETWEEN NEW MMB5-550 CABINET 5 RRU'S ARE FACTORY ASSEMBLED AND EQUIPPED WITH ONE PRE—TERMINATED END. 5. ALL FIELD INSTALLED DC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET INSULATED. 1 DC POWER DIAGRAM • SECTOR 3 DC CABLING WITHIN PRE MANUFACTURED HYBRID CABLES (SEE DETAIL C) 1ODUCONDUIT FOR CONDUIT T TO FIBER 100A C/B s\ ,/ CHECKED BY: JP APPROVED BY: MB EXISTING GROUND BAR 2 CABINET CONNECTION DETAIL SOLID TINNED GROUND WIRE CONNECTED TO EXISTING GROUNDING, BUILDING GROUND _ SYSTEM. ETC. (INSTALLED IN 3/4"m SEALTITE BELOW GRADE) ii DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH o`' 0 FOS & ?O mss+ qSf e4"HYBRID SCALE: N.T.S. SCALE: N.T.S. 2" SEAL TITE 90' CONDUIT P/16500007 EQUIVALENT CONNECTOR OR r r — I I IIj NEW EQUIPMENT — J TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TOTAL LENGTH "'40m ( .152') —60m ("'197') —75m (-246') —90m (-295') —110m ("'361') POWER CABLE CONFIGURATION AWG 10, 1 PAIR AWG 12, 3 PAIR AWG 8, 1 PAIR AWG 10, 3 PAIR AWG 6, 1 PAIR AWG 8, 1 PAIR AWG 10, 2 PAIR AWG 6, 1 PAIR AWG B, 3 PAIR AWG 4, 1 PAIR AWG 6, 3 PAIR SITE NAME BLACK DOG CABLE DIAMETER 25mm (0.98") 27mm (1.06") 3Dmm (1.18') 30/32mm (1.26") 32mm (1.26") BENDING RADIUS 300mm (11.81") 330mm (12.99") 39Dmm (15.35") 450mm (17.72") 450mm (17.72") OPTIC CABLE LC/PC—TO—LC/PC, SINGLE MODE SITE N0. MS25XC875 MMBS—BBU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE L _ _ _ _ J _ J RRU POWER CABLE SPEC AWG 6, 15.7mm (0.62") AWG 10, 12.2mm (0.48") SITE ADDRESS 4101 HWS. 13 EAGAN, MN 55122 NON USE POWER AND OPTIC CABLE PROTECTION 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE HYBRID CABLE TYPE SHEET NAME DC POWER ONE LINE AND DETAILS 2" SEAL TIGHT FLEXIBLE CONDUIT • POWER CONNECTION TO EQUIPMENT SHEET NUMBER E-2 4 SCALE: N.T.S. 3 SCALE: N T.S. HIS DRAWING IS THE PROPERTY OF SUPPORT PLATE 66 BLOCK PUNCH -OUT 966 M1-50 BLOCK CABLE HOLE Sprint SMOKE DETECTOR SERVICE LIGHT\ RIGHT DIN RAIL LEFT DIN RAIL n 11 M S U i N BLACK & VEATCH Building a world of difference. ""' 70 of SEESSEESEESSEESEESEESEE 32U � E.. Ell s0 ° ��.��.��,��,° 30u °a .�, uuuu uuu o 1" 7m= 1 lik 28U 3 3r. hK`i�`I 7' „ 0 0 0 0 0 00 0 0 0 0 0 50 40 NEW HOLE GROUND BUS BAR OC ° �. le. 26U `J Ft F3 FS F4 FS F6 FJ FB FNMA Ftt'i3itY1415n�iJF16 24U 22U 1ST GROUP OF o 0 0 0 0 - o 0 0 o a ouuuuo ouuuuuouuuo l SBA 11 DC SPDSI. Q Iuu O 30 o lou 18U `SUPPORT LOAD BREAKERS ON LVLD Ft -F18 Eli 20 ( i &Fullerton EngineeringConsultants 9600 W. BRVN MAWR AVE. SUITE 200 ROSEM ONT, ILLINOIS 60018 TEL 847-292-0200 FAX 847-292-0206 www.Fuuerton Englneerin g.com ---------------- ---------------- ;4� FD2NDSDU oh'oo0 o[ ° n�- e '�� F," o 10 ja SII / �� ---------------- 10U GROUP OF DC SPDS O fin IFIi' O /f !FI�' !/ cos � ' O O POLY AND BRLCKEASER MOUNTINGING BRACKET BRACKET GROUNDING BAR GPS CABLE SURGE PROTECTOR USA OR LINK CABLE OR M/W CABLE GROUND CABLE AC POWER CABLE MUDROOM ELECTRICAL DETAIL SEESSEESEESSEESEESEESEE gU 60 POWER CORE ................................. 4U 2U� GROUP OF DC SPDS I/O MONITOR CHECKED BY: JP L=._ DOOR WITH 2X FAN APPROVED BY: MB DATE DESCRIPTION INT. AND FILTER 5/16/12 90% REVIEW DH HxDxW: 1800x823470088 INCLUDING MUDROOM: 18D0x823x9D5MM CABINET HEIGHT 8/0 PLINTH 1650MM 1 MMBS-BBU ELECTRICAL DETAIL 0 FOS ? qx { ,, SCALE: N.T.S. 2 SCALE: N.T.S. NOT USED 4 NOT SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME POWER AND TELCO DETAILS SHEET NUMBER E-3 SCALEN 3 : T.S. NUSED SCALE: T.S. HIS DRAWING IS THE PROPERTY OF Ph Main Disc ummary of Loads Tvoe Description Trio Pole Interim Loading Load A Load B Final Loading Load A Load B ®®maa ®mom' EX EX EX 0 0 20 20 180 20 180 MIEMMIMMIMMIE aaaa a 180 180 180 180 180 180 180 NEW NEW Samsung MMBS Battery Cab 7000 Connected Phase oads (VA) Total Connected Load (VA) Total Amps @ 240V (A) 400 400 3856 4756 8120 8840 8612 16960 70.66667 Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA ®, _n _Fullerton Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 www.FullertenEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SITE NAME BLACK DOG SITE NO. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME PANEL SCHEDULE SHEET NUMBER E-4 HIS DRAWING IS THE PROPERTY OF HIS DRAWING IS THE PROPERTY OF 1. 1.ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER SPECIFICATION. 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN THE AC IN THE POWER CABINET IS CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL. OTHERWISE, THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE -2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER SHIELD) BEFORE MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS SHALL BE FOLLOWED. 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST 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. 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 MID -POINT. 5. .ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT9600 MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIPMENT. 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND /OR CEILINGS. 7. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUSS IN THE PANEL BOARD. 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. 9. ALL NEW GROUNDING CONDUCTORS SHALL BE ROUTED AND CONNECTED TO THE MAIN GROUND BAR OR EXISTING GROUND RING. 2 GROUNDING NOTES S p ri n t NOTE: IL ALL NEW GROUND BARS SHALL BE TIED TO (E) GROUND RING OR ' o BONDED TO (E) GROUND BARS • MECHANICAL • EXOTHERMIC CONNECTION CONNECTIONPANEL ANTENNA MOUNTING PIPE (TYP.) I_ N 1 w #2 AWG STRANDED INSULATED GND WIRE (TYP.) �] n M S Y N ANTENNA (TYP.) 0 yce v, — ^ Le BLACK & VEATCH Building a world of difference. ,— a— - — Rf — JUMPER CABLES (NP.) (E) GROUND HALO A h5 #2 AWG — — GROUND KIT (TYP.) B CABLES • Fullerton ® Engineering Consultants W. BRYN MAWR AVE. SUITE 200 ROSEM ONT, ILLINOIS 60018 TEL: T. ILLINOIS FAX: 847-292-0206 w ww.FullertonEngineenng.com • �:� HYBRID (TYP.) ; l �i r�E o nmm>t nmm• [a. a. an ■��■' J` ,,,� #6 AWG STRANDED SECTOR GROUND BAR (RG INSULATED GND WIRE (TYP.) t MEMS (E) EXTERIOR SHELTER 1111 GROUND BAR #6 AWG STRANDED INSULATED GND CHECKED BY: JP �� (E) INTERIOR SHELTER WIRE (NP.) APPROVED BY: MB ,,,i GROUND BAR DATE DESCRIPTION INT. — 5/16/12 90% REVIEW DH MEM. 1 1111 NEW SPRIN NEW SPRINT RACK (TYP RACK (TYP. 1 TYPICAL GROUNDING RISER . #2 SOLID COPPER TINNED GROUND WIRE TO EXISTING GROUNDING (2 TYP.) DIAGRAM o‘-' JG� 0 Fo Q SCALE: N.T.S. SCALE: N.T.S. USED BURNDY CADWELD CONNECTIONS CONNECTIONS OR APPROVED EQUAL OR APPROVED EQUAL PARALI FI HORI7ONTAI HORIZONTAL STFFI SURFACE / BOND JUMPER SITE NAME BLACK DOG CONDUCTORS PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES TYPE PT TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE HS FIELD FABRICATED GREEN STRANDED INSULATED TYPE 2-YA-2 THROUGH CABLE TO VERTICAL 58651I SURFACF COPPER I IJG, SITE No. MS25XC875 GROUND ROD CABLE DOWN AT 45° THROUGH CABLE TO TOP OF GROUND ROD TYPE GT TO VERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS TWO HOLE -LONG BARREL LENGTH TYPE YA-2 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 VERTICAI VIII PIPE SHEET NAME GROUNDING PLAN AND NOTES CABLE DOWN AT 45° TO RANGE OF VERTICAL PIPES TYPE VS SHEET NUMBER G-1 TYP, CADWELD TYPE CONNECTIONS 4 SCALE: N.T.S. 3 N.T.S.OT SCALE: N.S. HIS DRAWING IS THE PROPERTY OF a SECTOR 1 COAX JUMPER EXIST. CGB NEW GPS ANTENNA MOUNT TO NEW MMES—BBU CABINET #2 AWG GROUNDING JUMPER N2 AWG EXISTING #6 A SECTOR 2 a COAX JUMPER EXIST. CGB DC/FIBER SECTOR 3 COAX UM PER EXIST. CGB O EXISTING CABINET EXISTING CABINET a2 AWG AWG EXISTING CABINET 2 AWG OR 4/0 CO 2 AWG #2 AWG MMBS GND BAR NEW MMBS—BBU CABINET NEW MBS—BATTERY CABINET .� ANTENNA GROUNDING ONE -LINE SCALE: N.T.S. AEXISTING GROUND TO GROUND RING LEGEND • CADWELD CONNECTION - MECHANICAL CONNECTION ▪ COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB MASTER GROUND BAR PonE POWER OVER ETHERNET UNIT GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE CADWELD PROCESS CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTION SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE CADWELD PROCESS AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS. ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS OF GALVITE (WHITE) PAINT, OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5—OHMS. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEST REPORT AS FOLLOWS: 1. ONE (1) COPY TO OWNER REPRESENTATIVE 2. ONE (1) COPY TO ENGINEER 3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT ENCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUND LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. FOR ADDITIONAL GROUNDING NOTES SEE SHEET GN -1 OR GN -2. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND 51-IALL BE #2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRES PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. Sprint AMSUN BLACK & VEATCH Building a world of difference. SBA pi ffFullerton Engineering Consultants 9600 W. BRYN MAWR AVE. SUITE 200 ROSEMONT. ILLINOIS 60018 TEL 847-292-0200 FAX: 847-292-0206 www.FullertonEngineering.com CHECKED BY: JP APPROVED BY: MB DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH SITE NAME BLACK DOG SITE N0. MS25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 SHEET NAME GROUNDING DETAILS SHEET NUMBER G-2 HIS DRAWING IS THE PROPERTY OF INSPECTION WINDOW BUTT CONDUCTOR 5/16" MIN #4 OR #8 AWG STRANDED CU CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION PROPOSED (NP) #6 AWG CU GROUNDING CONDUCTOR STRANDED -E--' RRU (TYP) iiiiri .. I PROPOSED ANTENNA PROPOSED JUMPERS SECURED WITH ATTACHMENTS (TYP) S p ri n t EXTERNAL TOOTHED REQUIRED FOR ALL INSULATION UP 3/81,5,1 1/2" INTERIOR TWO -HOLE AGAINST THE CONNECTORS CONNECTOR / / 1/4"MIN GROUNDING BAR ON WALL, FLOOR, OR ON ANTENNA TOWER I I "' 1 I I I I "' 1 SEE NOTE 5 ON SHEET G-2 5/5 NUT \ BARREL 5/5 LOCK \\Y WASHER S/S FLAT I��I I�� CLEAR HEAT K SHRINK �] n M S Y N 0 6„ 0 a WASHER �— BLACK & VEATCH Building a world of difference. LABEL ��mm ��I f 4 CONDUCTOR rP \ EXOTHERMIC TO I AWG SOLID BARE GROUNDING CONDUCTOR, TO BURIED AND GROUNDING PVC NONMETALLIC TYPE (NMC) NCHESIT WITHIN TWO INCHES TO GROUND BE USED WITH 2 TINNED COPPER EXOTHERMIC } GROUNDING RING BAR (TYP. OF 2) a IT WITH SCH 40 WITH STRAP OF CONDUT END BAR \ =� CLEAR HEAT SHRINK DO 501 IMMI IMM TINNED COPPER BAR D6CONIECI GROUNDINGqi FLAT S/SWELD WASHER 5/5 BOLT (1 OF 2) "00 NOT DISCONNECT" TAG ON ALL GROUNDING 1 TWO HOLE LUG BAR INTERCONNECTS AND SBA 1/ TO EXISTING GROUNDING SYSTEM jfIII1 I Fullerton Engineering Consulianls 11- 9600 W. BRYN MAWR AVE. SUITE 200 ROSEM ONT. ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 .FullertonEngineering.com w.Fullerton Engineenng.com wwwit SCALE: N.T.S. EQUALIZERS SCALE: N.T.S. LB HOUSING FOR ELECTRIC CONDUIT PROPOSED MMES-BBU CABINET o PROPOSED MMES -BATTERY CABINET ' 2" PORT W/ ADAPTOR PROPOSED IA 6 AWG GROUNDING CABLE (PROVIDED WITH KIT) GROUNDING BUS BAR S { I GPS UNIT GROUNDING KIT 2 AWG GROUNDING CONDUCTOR TO GROUNDING RING 1/2" COAX CABLE 8" MINIMUM BENDING RADIUS PER CHECKED BY: JP GROUNDING / APPROVED BY: MB PROPOSED CONDUIT FORC HYBRID CABLES CONNECTIO TO GROUND ' CONDUIT DATE DESCRIPTION INT. 5/16/12 90% REVIEW DH BAR INSIDE CABINET I_ I �I #2 AWG CONDUCTOR FROM ANTENNA. MOUNT TO EXISTING GROUNDING SYSTEM 7 GROUNDING NEAR ANTENNA 111111111111 I I Ilk �f L • PROPOSED A/C CONDUIT \ Y 2 � JC' VO�� FOS �& / Q{ �?P QQ4J / SCALE: N.T.S. PROPOSED DC CONDUIT TO TINNED2 AWG BARE \ COPPER MANUFACTURER'S STANDARD 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P° °A° "5", "I'') WITH 1° HIGH LETTERS. ALL HARDWARE 16-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY:INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VDLT INSULATION, ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER, SUPPLIED AND INSTALLED BY CONTRACTOR. 9. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OFA GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 10. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE PROPOSED TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 11. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 8 ANTENNA GROUNDING PROPOSED MMES -BATTERY /\ CABINET \ T #2 TINNED BCW �z GREEN RING CADWELD S - - - - - - ` 'HARDER' 4°02" GROUND _EXISTING 2 CABINET GROUNDING BAR OGB1144125 GROUND RING TO GROUND GPS GROUNDING SCALE: N.T.S.NJ N.T.S.3. i o 12 NOTE: #6 AWG GREEN STRANDED CU GROUNDING CONDUCTOR FROM CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. SITE NAME BLACK DOG RRU UNIT TO #2 AWG GROUNDING CONDUCTOR THIN WALL C -TAP IN/ PINK DYE INDEX (SEE NOTES) Y ANTENNA CABLE 7,1 WEATHERPROOFING �� KR (SEE NOTE 7 & 8 ON SHEET 0-2) CABLE GROUNDING KR CABLE GROUNDING ■_;■r 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN. 600V, THWN-2 INSULATION GROUNDED TO GROUNDING BAR (SEE NOTE 6 05 SHEET G-2) SITE N0. M S25XC875 SITE ADDRESS 4101 HWY. 13 EAGAN, MN 55122 . 1OWNER #2 AWG STRANDED GR CU GROUNDING CONDUCTOR 6 C -TAB CONNECTION SHEET NAME GROUNDING DETAILS SHEET NUMBER G-3 3 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. HIS DRAWING IS THE PROPERTY OF