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HomeMy WebLinkAbout1.01 Plans• TM NETWORK VISION MMBS LAUNCH RHODES DE05AL545 SBA SITE ID# C010489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 GARFIELD COUNTY Sprint ! ® Know what's below. Call before you dig. CALL BLUE STAKES OF UTAH ONE CALL CALL 811 LATITUDE: 39.55128000/390 33' 4.608" N (NAD 83) (GPS READING) LONGITUDE: -107.77050000/107" 46' 13.799" W (NAD 83) (GPS READING) CALL 3 WORKING DAYS BEFORE YOU DIG 811 OR 1-800-662-4111 BLUEST AKES.COM ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES GARFIELD COUNTY BUILOINGIDWELLING CODE IBC 2009 MECHANICAL CODE IMe 2009 ELECTRICAL CODE NEG 2009 FIREILIFE SAFETY CODE IFe 2003 ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE CODE BLOCK SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY REMOVE (3) EXISTING PANEL ANTENNAS (1 PER SECTOR) INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) REMOVE (2) EQUIPMENT CABINETS INSTALL (1) NEW MMBS CABINET INSTALL (1) NEWBBU CABINET REMOVE ALL EXISTING SPRINT ANTENNA COAXIAL CABLES INSTALL (3) NEWHYBRIDFLEX FIBER OPTIC CABLES USING EXISTING COAX ROUTE (1 PER SECTOR) INSTALL (6) NEWRRU'S • INSTALL (2) NEW COAX CABLES PROJECT DESCRIPTION APPROVAL SITE ACQUISITION MANAGER CONSTRUCTION MANAGER ME MANAGER PLANNING CONSULTANT RF MANAGER RF ENGINEER PROPERTY OWNER SPRINT REPRESENTATIVE AAV MANAGER SIGNATURE SIGNATURE BLOCK DATE """,; f .",'to" ""~,,,, f ! "''''5' '-;"'''' , 'I"T '.,. >y,,. >. ~ t .( , ':§J --;',,", (':i:l I ! , , r" t, .... " "''''". I "' .... e,,,,",,, , """,. AREA MAP SITI! LOCATION VICINITY MAP FROM DENVER INTERNATIONAL AIRPORT TO sITe ",, ,, , <, HEAD SOUTH. SLIGHT LEfT TOWARD PENA BLVD. TAKE THE RAMP ONTO PENA BLVD. ~ERGE ONTO 1~70 W. EXIT 90 FOR CO~13 N TOWARD RIFLE/MEEKR. RIGHT RIGHT ONTO CO~13 N. TlJRN RIGHT ONTO 16th ST. CONTINUE STRAIGHT ONTO Co RD 293. TURN LEfT ONTO Co RD 233. DESTINATION WILL BE ON THE LEFT. DRIVING DIRECTIONS ±209' MONOPOLE RMRMARKET SHEET DESCRIPTION TITLE SHEET GENERAL NOTES GENERAL NOTES OVERALL SITE PLAN COMPOUND & EQUIPMENT PLANS ELEVATION & ANTENNA PLANS (ALL SECTORS) EQUIPMENT DETAILS EQUIPMENT DETAILS (OUTOOOR SPECIFICATIONS) EQUIPMENT DETAILS ANTENNA AND CABLE COLOR COOING DETAILS ONE·LlNE DIAGRAM 5 POWER PANEL SCHEDULE ELECTRICAL DETAILS GROUNDING & ROUTING PLANS GROUNDING DETAILS E-5 GROUNDING DETAILS SHEET INDEX APPLICANT: GENERAL DYNAMICS 5600 SOUTH QUEBEC STREET, SUITE 340C GREENWOOD VlLLAGE. CO 80111 CONTACT CORI ALGlI·CHOTT PHONE # (425) 201·3728 EMAIL' CORI ALGU·CHOTT@GDIT,COM PROPERTY INFORMATION: PROPERTY OWNER ADDRESS CONTACT PHONE # TOWER OWNER SITE 10 ZONING CLASSIFICATION CONSTRUCTION TYPE OCCUPANCY JURISDICTiON CURRENT USE NEW USE PARCEL NUMBER (S) 21]·033-00-012 LEASE AREA" 500 SO Fl RICHARD W & KAREN S RHOADES PO 80X605 RIFLE. CO 81650-0605 DENISE FULLER (720) 654-4976 'C0"10 489·A02 " V·, " GARFIELD COUNTY UNMANNED WIRELESS TEtECOMMUNICA TIONS FACILITY UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY PROJECT SUMMARY THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE ENGINEER: CALTROP TELECOM Q60 WEST ELLIOT ROAD TEMPE, AZ. 852134 PHONE #' (801) 707-1371 STRUCTURAL ENGINEER: GPO GROUP 520 SOUTH MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: JOHN N K.AeAK. P,E PHONE # (330) 572·2100 SITE ACQ. PROJECT MANAGER: GENERAL DYNAMICS 5600 SOUTH QUEBEC STREET. SUITE 340C GREENWOOD VILLAGE, CO 80111 CONTACT REBECCA AGUIRRE PHONE #. (303) 357·1331 EMAIL REBECCAAGUIRRE@>GDIT.COM CONSTRUCTION MANAGER: GENERAL DYNAMICS .5600 SOUTH QUEBEC STREET. SUITE 340C GREENWOOD VillAGE. CO 80111 CONTACT CHRIS KINIKIN PHONE # (303) 357·1332 MOBILE #, (303) 462-6625 EMAIL ctvis,kinikin@gditcom SPRINT SPECTRUM 1105 WEST 2400 SOUTH. SUITE A SALT tAKE CITY, UT 84119 CONTACT: CUSTOMERSERVlCE PHONE #, 801-358-0243 TOWER OWNER: PHOENIX DISTRICT SBA TOWER 4038 GUION LANE INDIANAN POLIS, IN 46268 PHONE #, TSD BUILDING DEPARTMENT: BUILDING & PLANNING· RIFLE 0375 COUNTY RD 352, SUITE 2060 RIFLE CO 81650 CONTACT BUILDING OFFICIAL PHONE #: 970·625·5902 EMAIL TSD ELECTRICAL COMPANY: PUBLIC SERVICE COMPANY OF COLORADO CONTACT' CUSTOMER SERVICE PHONE It. 303-278-6060 TELCO COMPANY: CENTURYLINK CONTACT, CUSTOMERSERVlCE PHONE # (800) 35()'1044 AAV MANAGER: GENERAL DYNAMICS 5600 SOUTH QUEBEC STREET, SUITE 340C GREENWOOD VILLAGE. CO 80111 CONTACT PRATT BETHERS PHONE # (303) 357·1334 EMAIL pratt belhers.@gdilcom RF ENGINEER: RF ENGINEERING LEAD (STA NETWORK SERVICES) 5600 SOUTH QUEBEC STREET, SUITE #2058 GREENWOOD VlLAGE, CO 80111 CONTACT RAM NANDIRAJU PHONE # (303) 815-6467 EMAIL r,Mndiralu@sl.samsungcom PROJECT TEAM I ~;~E~E~~~tR!~~AMICS I~ I REV. DAOE @i,.jim" Telecom 960 WEST ELLIOT ROAD Tr .. ~~ITE 116 f-_--, _ ;;;;"M~"'. AZ 85284 SBA MichaE~1 A Phillips, PE 2013.05.0 609:23:00 -04'00' RHODES DE05AL545 SBA SITE ID# C01 0489-A02 0477 COUNTY RD 233 r.~~~'~·1 ~OC~~~~Y SHEET TITLE SHEET NUMBER TITLE SHEET T-1 REV,: o SPECIAL NOTE: n1IS SET or PLANS REPRESENTS REVISIONS BASED ON 8EST AVAJLA8LE INFORMATION FROM EARLIER CONSTRUCTION ORA'MNGS fOR THE SITE INDICATED ON THE T-1 ORAYIING. WlTHOUT EXCEPTION, THE CONTRACTOR SHALL VERIFY THE FOLLOIYING BEFORE SUBMITIING HIS PROPOSAL FOR THE WORK ON THIS SITE: CONTRACTOR SHALL VISIT THE SITE AND CAREFULLY EXAMINE THE CURRENT CONFlGURATlON, EQUIPMENT, AND 2. ELECTRICAL CONTRACTOR SHALL VISIT lHE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AfFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND ~AKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERlflEO BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO CO~PLY WllH THIS PARAGRAPH WILL IN NO WAY REUEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. INSTALLATION. CONTRACTOR SHALL CONFIRI.! OR DENY (OETAILED IN WRITING TO THE eM) Tl-iAT THE EXISTING IN-SITIJ INSTALLATION SUBSTANTIALLY REFLECTS THE EXISTING CONDITIONS INDICATED IN THIS ORAI't1NG SET PRIOR TO THE CURRENT PROPOSED RE\'lStONS, CONTRACTOR SHALL CERTIFY THAT HIS PROPOSAL INCLUDES ALL NECESSARY EQUIPMENT, MATERIALS. WORK, ~~~~IR~~E~~S~~~S ~~s ~~~~A~~tb%~L SPRINT AND AUTHORITY(lES} HAVING JURISDICTION (AHJ) IN NO CASE SHALL PROPOSED REVISIONS TO THIS SITE RELAX ANY EARUER ~ORE STRINGENT REQUIRE~ENT. ANY PERCEIVED CHANGES TO EXISTING OR PROPOSED REVISIONS SHALL BE APPROVED IN WRITING BY THE C~. CONTRACTOR WILL CHECK THE TOWER fOR ~IGRA TORY BIRD PRESENCE AND BIRD NESTS UPON ARRIVING ON SITE. IF THE CONTRACTOR FINDS BIRDS OR A BIRD NEST ON SITE, THE CONTRACTOR ~UST NOT BEGIN WORK ON SITE AND MUST CONTACT THE CONSTRUCTION MANAGER FOR FURTHER DIRECTION. GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS Of THE LOCAL BUILDING CODE, THE LATrST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATEO CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATrST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE A TlENTlON OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FA~ILJARIZE HI~SELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL ~AKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DI~ENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOIYN PRIOR TO PROCEEDING I'I1TH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCE~ENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A OIAGRAMMATIC OUTUNE ONLY UNLESS OTHERI'I1SE NOTEO. THE WORK SHALL INCLUDE fURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICA TEO ON THE DRAI'I1NGS. 5. DIMENSIONS SHOIYN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIP~ENT 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 lHE WORK. 6. DETAILS ARE INTENOED TO SHOW OESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN I'tRITING, AND SHALL RECEIVE IN I'tRITING 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 OTHER'MSE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR lHE SAFETY or THE WORK AREA, AOJACENT AREAS AND 8UILOING OCCUPANTS THAT ARE LIKELY TO BE AFFECTEO BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIRE~ENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK 'MTH THE SUPERINTENDENT OF BUILDINGS &: GROUNOS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCOROANCE 'MlH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE fOR COORDINATING HIS WORK I'I1TH THE WORK OF OTHERS AS IT IMY RELATE TO RADIO EQUIP~ENT, ANTENNAS ANO ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT ANO MATERIALS IN ACCORDANCE I'I1TH MANUFACTURERS RECOM~ENDATIONS UNLESS SPECIFICALLY OTHER'MSE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIP~ENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOtES INTO CONCRETE I't1-IETHER 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 DA~AGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHER'MSE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOIYN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE MElHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED ~URING CONSTRUCTION SUCH lHAT 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 OIYNER 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, I't1-IICH INTERFERE WITH THE EXECUTION Of THE WORK, SHALL BE REMOVED AND/OR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS I't1-IICH WILL NOT INTERFERE WllH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE ANO LOCAL GUIDELINES fOR EROSION AND SEDIMENT CONTROL AND COORDINATED 'MTH LOCAL REGULATORY AUTHORITIES. 21. 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. 22. 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. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/ORAI'I1NGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING I'I1lH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY Of THE PROBLEMS, AND SHALL NOT PROCEEO WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL COOES AND LOCAL ORDINANCES OF THE LOCAL POWER &: TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDEO BUT NOT BE LIMITED TO: A. UL --UNDERWRITERS LABORATORIES B. NEC --NATIONAL ELECTRICAL COOE C. NEMA --NATIONAL ELECTRICAL MANUfACTURERS ASSOC. D. OSHA --OCCUPATIONAL SAfETY AND HEALTH ACT E. IBC --INTERNATIONAL BUILDING CODE F. NFPA --NATIONAL FIRE CODES 4. 00 NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH CONSTRUCTION MANAGER ANY SIZES AND ANO LOCATIONS I't1-IEN NEEDED. 5. EXISTING SERVICES; CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES I'I1lHOUT WRITIEN PERMISSION OF THE GOIT. 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. 7. THE TERM 'PROVlDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL fURNISH AND INSTALL 8. CONTRACTOR SHALL CONflRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIRE~ENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOIYNTIME FOR THE OIYNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE AillNTlON OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM I'I1RE SIZE SHALL BE 112 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERI'I1SE. ALL CONDUCTORS SHALL BE COPPER WITH THIYN 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 EV[RY 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 PLACfD IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 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 I'I1TH 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 TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED I'I1THOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, I't1-IICH MAY HAVE BEEN DAMAGED THEREIN WllHlN 48 HOURS. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBUC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE OURA1l0N OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES fOR ALL OUlLETS 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 SUB~IT SHOP DRAWINGS OR MANUFACTURER'S 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 PA TCHING DEE~EO NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO lHE SATISFACTION OF THE CONSTRUCTION MANAGER UPON FINAL ACCEPTANCE. 2J. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS 'MTH ONLY TWEWRITTEN 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. RACfWAYS; CONDUIT SHALL BE SCHEDULE 40 pvc MEETING OR EXCEEDING NE~A TC2 -1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS ANO PROVIDE TWO SEPARATE PULL STRINGS -200 LBS TEST POLYETHYlENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS I't1-IEN SPECIFI[[J, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE I'I1TH THREAD[[J RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98~ CONDUCTIVITY COPPER I'I1TH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS fOR WIRE UP TO AND INCLUDING NO.8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWO. 29. CONNECTORS FOR POWER CONDUCTORS; CONTRACTOR SHALL USE PRESSURE TYPE INSULATED l'MST-ON CONNECTORS fOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS fOR NO.8 AWG AND LARGER. 30. SERVICE; 240/120V, SINGLE PHASE, 3 I't1RE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OIYNER OR OIYNERS AGENT I'I1LL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON ORAI't1NGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. J3. 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'. 34. ALL BOLTS SHALL BE STAINLESS STEEL ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH GDIT. Z. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOIYN ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED fOR fABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE V[RIFIEO. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CfNTER ELEVATION, B. ~IODLE OF TOWER (~ID-HEIGH OF ANTENNA), If CABLE RUN IS OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-BBU CABINET 4. ALL TOP JU~PERS SHALL BE LENGTHS AS SHOIYN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR COOEO AS SHOIYN ON SHEET RF-l AND IN ACCORDANCE ytHH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE I't1TH SHEET, RF-1 AND AS FOLLOWS; A. MAIN LINE COLOR BANOS SHALL BE 2" 1'I10E. ~AINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" 1'I10E 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-3. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GO. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE I'I1LL BE SECURED TO THE DESIGNED SUPPORT 5TRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE ~ANUFACTURER'S SPECIFICATIONS I't1-IICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" Of SLACK IN lHE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR fUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIA~ETER, COLOR CODING AND ALL APPURTENANCES WITH GOIT. 2. THE HYI3RID CABLE AND OIAMETER LENGTH IS SHOWN ON A-3. EXCESS CABLE LENGTHS TO BE DRESSED IN A ~ANNER APPROVED BY GOll. CABLES CANNOT BE CUT TO FIT. 3. H'I'8RIO CABLE INTERNAL GROUND I'I1RE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED BY GDIT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS .. 5. ALL ~AIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF-1 &: IN ACCORDANCE I'I1TH SPRINT SPWFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE I'I1lH SHEET, RF-l. A. MAIN LINE COLOR BANDS SHALL BE 2" I'I1DE. MAINTAIN I" SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE ENO. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SA~SUNG Rf ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF-1, BASED ON FINAL CABLE RUN LENGTHS OETER~INEO BY GDIT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR lHE CABLE MANUFACTURER'S SPECIFICATIONS I't1-IICHEVER IS LESS, WITH HARDWARE SPECIFIED IN lHE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES I. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OlHERWlSE NOTED. 2. 00 NOT SCALE BUILDING OI~ENSIONS FROM DRAI'I1NG. 3. 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/ENG1NEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTlUTlES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOIYN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGjNEER AND OIYNER ASSUME NO RESPONSIBILITY I't1-IATSOEVER AS TO THE SUFFICIENCY OR ACCURACY Of THE INfORMATION SHOWN ON lHE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSThiENT. 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. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOlH HORIZONTALLY AND VERTICALLY PRIOR TO START Of CONSTRUCTION. N'Y DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, ANO NO fURTHER WORK SHALL BE PERFORMED UNl1L THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. fAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OIYN RISK AND EXPENSE. 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISlURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING Of THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE ANO IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACEO IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTEO TO 95" OF MAXIMUM STANDARD PROCTOR ORY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING I't1TH APPROVED CLEAN fiLL AND CO~PACTED TO 95~ OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WllH THE EQUIPMENT AVAILABLE. 103. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS OIRECTEO BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY 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 lHE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFILICT I't1TH 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 COMPAY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION Ov[R THIS LOCATION. PREPARED FOR: ,OO'llCONSTRUCTlON DFlAWlt<GS CALTROP Telecom 950 WEST ELLIOT ROAD SUiTE 116 Mich Philli 2013. 09:22 -04'00 NETWORK VISION MMBS LAUNCH RHODES DE05AL545 SBA SITE ID# C010489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 GENERAL NOTES N-1 o A PI 10.2' ~ TRUE MAGNU,C ~ORTH NOR1H EXISTING DIRT ACCESS ROAD ----------------------------------, EXISTING MONOPOLE EXISTING BUILDING ft EXISTING SPRINT EQUIPMENT LOCATION ON CONCRETE SLAB EXISTING WATER TANK 22".34" SCALE" 1" ~ 60'-0" 11".17" SCALE: 1" " 120'-0· X Lx 1 OVERALL SITE PLAN X X " /@---X I I x x J EXISTING DESERT AREA THIS IS NOT A SITE SURVEY: n n N o (l '" Ie z ~ o u ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF-WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND ARE APPROXIMATE. PREPARED FOR: CALTROP Telecom Micha Philli 2013. 609:1 -04'00' NETWORK VlSION MMBS LAUNCH RHODES DE05AL545 SBA SITE ID# C01 0489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 OVERALL SITE PLAN A-1 o FduNDA1iON. EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A ~AXIMUM OF J HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UN5UITABL£ MATERIAL OR FROZEN SOILS, AND I'.lTHOUT THE PRESENCE Of pmmlNG WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION or SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODifiED PROCTOR MAXIMUt.4 DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH A5Th! 01557. J. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT ll-iE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOil SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED 'MTH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVAllON SHALL BE FILLED 'MTH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABIUZE THE BonOM OF T'r-IE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED T'r-IICKNESS OF CONCRETE. 4. All EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK mUNG. 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. 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED IN MAXIMUM 6-T'r-IICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95::1: OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE 'MTH ASTM 01557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE PD9TlVE DRAINAGE AND PREVENT STANDING WATER. THE FlNAL (FINISH) ELEVATION OF SLAB FOUNDAllONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABUSH SPEOFIED ELEVAllDNS WHERE REQUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED 'MTH GEOTEXTILE FABRIC TYPE; T'l'PAR-34Dl AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-S00-239-3841" 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 'MTHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED 'MTH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFlEO. I.E. FOOT TYPE No. 57 FOR FENCED COMPOUND; FOOT TYPE No. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE All. VEGtTATION, 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 'MLL BIND 'Mn-t EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN mAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTlJRE-CONDITlON AND/OR AERATE THE SOILS AND RE-COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFAONG TO MATCH ADJACENT GRAVEL SURFACING AND RESTORE TO n-tE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAV£S. 12. EXlSllNG GRAVEL SURFACING MAY BE EXCAVATEO SEPARATELY AND REUSED 'MTH mE CONDITlON mAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MAmR, OR omER DELETERIOUS MATERiAlS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDlllONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACllON AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTlJRBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED 'MTH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN mE SUB GRADE. 14. PROTECT EXISTlNG GRAVEL SURFACING AND SUB GRADE IN AREAS 'M-iERE EQUIPMENT LOADS 'MLL OPERATE. 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTlLlllES RESULTING FROM CONTRACTORS NEGliGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OI'MERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN n-tE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATlONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE 'MTH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF flNES AND PROPER CLEAN UP FOR AREAS IN VlOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECllON OF ADJACENT PROPERllES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION '" RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONffiOL FENCING AND PROTECTIVE MEASURES 'MTHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT mE PROPERTY. THE CONTRACTOR IS REPSONIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. T'r-IE CONffiACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE 9TE AT ALL TIMES 'MTH SILT AND EROSION CONTROl MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF SITE DRAINAGE. ANY OAMAGf TO ADJACENT PROPERTY AS A RESULT OF EROSION 'MLL 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. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMlntD AND BE HELD TO A MINIMUfA. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACIUTIES SHALL BE REMOVED. S. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE 'MLL BE ACCOMPUSHEO AS SOON AS POSSIBLE AFTER COMPLETION OF n-tE PROJECT FACIUllES AFFECllNG LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEQIMENTAllON 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 T'r-IE 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 QUANllTY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MAnER, OIL, ALKAU, OR OTHER DELETERIOUS SUBSTANCES. STRUCTURAL STEEL NOTES ALL STEEL WORK SHAll. BE IN ACCORDANCE 'MTH mE LATEST EDITION OF mE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE 'MTH ASTt.4 AS INDICATED BELOW; W-SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 K9 HSS SECllONS: ASTM 500, 46 KSI PIPE SECllONS; ASTM A53-E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL SE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WHO 9ZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCllON". PAINTED SURFACES SHALL SE TOUCHED UP. 4. NON-STRUCTlJRAL CONNECTlONS FOR STEEL GRATING MAY USE 5/S"' ASTM A 307 BOLTS UNLESS NOTED OTHER'NISE. 5. FIELD MODIFICATIONS ARE TO SE COATED 'Mm ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHAll BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-l, (F'M=1,5DO PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE ·S· (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOUD GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BONO BEAt.4 OR LINTEL BEAM UNITS. 5. 'M-iEN 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 BONO BEAM BLOCK SHALL BE "OEEP cui UNITS. 8. PROVIDE INSPECllON AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT UFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED 'MTH A MECHANICAL VIBRATOR. 1 D. 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, MAXIMUfA GROUT POUR HEIGHT IS 4 FEET. 14. HIGH UFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFlCAllONS AND SECTION 2104.6.1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOUD WITH GROUT, EXCEPT AS NOTED IN THE DRA'MNGS OR SPECIFICATIONS. 15. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTlNGS SHAll BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTlJRAL ORA'MNGS FOR SURFACE AND HEIGHT OF UNITS, LAYlNG PAmRN AND JOINT n1'E. 18. 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 'MTH THE ACI 301-05, ACI 31S-D5 AND THE SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fo'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHER'NISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMEO UNLESS NOTED On-tER'MSE. WELDED WIRE FABRIC SHALL CONFORM TO ASThi A 185 WELDED STEEL 'MRE FABRIC UNLESS NOTED OTHER'NISE. SPLICES CLASS "s" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHER'MSE. 4. THE FOLLO'MNG MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHER'MSE ON DRA'MNGS; CONCRETE CAST AGAINST EARTH ... ...3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: if; AND LARGER ............... 2 IN. 15 AND SMALLER'" WWF .............. 1 1/2 IN. CONCRETE NOT EXPOSED TO EARm OR WEA mER OR NOT CAST AGAINST mE GROUND; SLAB AND WALL.. ............. 3/4 IN. BEA~S AND COLUMNS ............... 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE 'NITH ACI 301 SECTION 4.2,4 6. HOLES TO RECEIVE EXPANSION/WEOGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO IdANUFACTlJRER'S RECOMMENDAllON FOR EMBEDMENT DEPTH OR AS SHOWN ON mE DRA'MNGS. LOCATE AND AVOID CUTllNG EXISTlNG REBAR WHEN DRILliNG HOLES IN ELEVA TEO CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL SE PER ICBO '" MANUFACTlJRER'S WRlntN RECOMMENOED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICAllONS FOR 'MRELESS SITES 1.0 WEATHERPROOFING CONNECTORS AND GROUND KITS; A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYl RUBBER WEATHERPROOFING ANO TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE 'MTH mE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRA'MNGS (WHICHEV£R IS GREATER). IF NO DIRECllON IS PROVIDED, \YEAmERPROOFING MUST BE DONE PER THE FOLLO'MNG INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRlcAL/Bum RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR S. Bum RUBBER TAPE INSTALLAllON PROCEDURE: 1. REQUIRED MATERIAL; BLACK ELECTRICAL TAPE-2 INCH 'MOE AND Bum RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT 'Mm TWO LAYERS OF BLACK ELECTRICAL TAPE-2 INCH 'MOTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. mESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR POCKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST mE CONNECTOR/GROUND KIT ON EACH 90E. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, 'MTH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2; WRAP CONNECTOR/GROUND KIT 'MTH ONE LAYER OF BUTYl. RUBBER TAPE (2 TO 3 INCHES 'MOTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUm. RUBSER TAPE MUST EXTEND 2 TO 3 INCHES (mE TAPE 'MOTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT 'MTH THE UNDERL YlNG CABLE. ON CONNECTORS, 'M1EN WEATHERPROOflNG FROM THE MAIN UNE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYl. RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR POCKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT 'MTH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH 'MOTH OVERLAPPING EACH ROW BY 1 INCH. mESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREAllNG A SHINGLED EFFECT 'MTH THE TAPE SO WATER 'MLL BE REPELLED AND NOT ALLOWED TO COI.LECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE 'MOTH) PAST THE BUTYl. RUBBER TAPE ONTO THE UNDERLYlNG CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO mAT NO VOIDS OR AIR POCKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT 'MTH A SHARP KNIFE OR saSSORS. PREPARED FOR: REVISION DESCRIPTION I:ALTRDP Telecom 960 WEST ELLIOT ROA8 SUITE '16 TEMPE, AZ 85284 r-----r==''' Mich Philli 2013. -04'0 MMBSLAUNCH RHODES DE05AL545 SBA SITE 10# C01 0489-A02 0477 COUNTY RO 233 RIFLE, CO 81650 GENERAL NOTES N-2 o P .0 TRUE MAG~[TIC NORTH NORTH NOTE: CONTRACTOR TO OBTAIN A STRUCTURA ANALYSIS AND SIGNED AND SEALED CONSTRUCTION DRAWINGS PRIOR TO CONSTRUCTION. ---~ x \ I x EXISTING 14' WIDE I \! I ACCESS GATE >< x ~I~" /~l) ,~,~,~,~,~,~,~x xJ I L~, _,~, _'~'I I x ExlTING 1 MULTI-TENANAT ~ H-YAME 'V' AElA=A, I EXISTING SPRINT I TELCO CABINET x 1 ~-------------EXISTING ICE BRIDGE (TYP.) 19'-3" 4'-6" EXISTING SPRINT ----------h 200A PPC r , EXISTING SPRINT ---------j---j MODCELL 4.0 CABINET ~----------~EXISTING SPRINT TELCO CABINET EXISTING S~RINT ---------j-.--1--~t~lftbt:!t BBU CABINET 1-----EXISTING CONCRETE ~ PAD (BY OTHERS) 1 ""-h~-~'-------'====~----EXISTING CONCRETE EXISTING CONCRETE --------t-----" PAD (BY OTHERS) PAD (BY OTHERS) I I 1 1 ;" I r"-----I -EXISTING UTILITY H-FRAME (BY OTHERS) ~ 1 I I I 1 I I L,~,~,~,-,--'--__;<_-,~,~,~, _,~, _,~,~,~,~,~,~,~,~ 22"'.34"' SCALE: 3/16" _ 1'-0" 11".17"' SCALE: 3/32" ~ 1'-0" Fi--' i-"2-.' :-:0" ii-~~""'I4 ' 60' 0" I b I "0 w 10.2' ~ TRUE 4' -6" I I:j ===t I ,..--i J , ml ! h"j] ~lf' . , . I . I .\ b ~: ur x roI x x x x + + + ~l x x x I I EXISTING SPRINT 200A PPC EXISTING SPRINT MODCELL 4.0 CABINET TO BE REMOVED EXISTING SPRINT ICE BRIDGE (TYP.) EXISTING SPRINT GPS ANTENNA EXISTING SPRINT BBU CABINET TO BE REMOVED 22"'.J4·· SCALE: 3/S" -l' 0" 11"'.17"" SCALE J/16 1 0 ,5iIMl. EXISTING SPRINT CONCRETE PAD -'::r b ~l I ro 0, I '-NOTE: HOT SWAP REQUIRED DUE TO LIMITED SPACE FOR NEW CABINET INSTALLATION q=='1 EXISTING SPRINT 200A PPC v u NEW SPRINT MMBS CABINET I~ I \ -I----\ ..:t---..........;: x \J ~: T ~ .\ )x x "x x + + + x x EXISTING SPRINT ICE BRIDGE (TYP.) EXISTING SPRINT GPS ANTENNA 10.2' l NEW SPRINT BBU CABINET ~ 1RUE ~ORTH MAGNETIC N8RTH NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. 22"x34"' SCALE: ::VS" -1'-0" II"xI7"' SCALE: 3/16"' ~ 1'-0"' EXISTING SPRINT CONCRETE PAD PREPARED FOR: CALTROP Telecom Mic Philli , ..... _l'1201.J.v>J.v 09:22' 3 -04'00' RHODES DE05AL545 SBA SITE ID# C010489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 COMPOUND & EQUIPMENT PLANS A-2 o COMSEAL -MARKER: ROXTEC -P/N:COMSEAL 16/16 i i ! .. , • ~ /• 0 • S66M BLOCK FOR UDA /icP S SURGE ARRESTOR , 'llFi [] • , BATTERY #1 RRH GAMMA RRH BETA UOA OR BH CABLE GPS CABLE MUDROOM DETAIL 0 NEW MMBS-BBU CABINET , c i, 0 MUDROOM 0 0 1:0000001 ENLARGED TO SHOW NOTES 0 0 /2" LB HOUSING INTO MUDROOM 2" HEAVY WALL COUPLING 2" SEAL TlTE STRAIGHT CONNECTOR 2" SEAL TITE FLEXIBLE CONDUIT TO NEW EQUIPMENT 2" SEAL TITE STRAIGHT CONNECTOR 2" LIQUID TIGHT CONDUIT FOR HYBRID CABLE P /N #8436 PORT LA YOUT DETAIL ENLARGED TO SHOW NOTES NEW MMBS-BBU CABINET BATTERY #0 AC/GROUND RRH ALPHA 2" HEAVY WALL CONDUIT __ --1'+----\~r-'--L---------"'--_j cI, EQUIPMENT PAD rL COUPLING 2" SCH 80 PVC FROM REAR VIEW TELCO BOX INTO MUDROOM 1 HYBRID AND TELCO LINE SUPPORT DETAILS SCALE: NTS MGB 4) POWER CABLE 3) RRH-P4 GROUND CABLE 1) MGB GROUND CABLE UADU 6) RET CABLE 7) RF CABLE --, I I I I I I FEEDER LINE GROUND CABLE (GROUND KIT/7/8 IN FEEDER I TGB f=9:i LINE OR MORE) u u 2) TGB GROUND CABLE : TGB AND GROUND KIT ARE USED IN CASE ...L OF THE 7/8 IN. FEEDER LINE OR MORE 4 SAMSUNG MMBS WIRING DIAGRAM SCALE: NTS 5 EQUIPMENT PAD SIDE VIEW 1'-1 3/4" 9" ~FGND V rMOUNTING .'/kt TABS (TYP) I ~ FRONT VIEW SIDE VIEW 1'-1 3/4" ~i~ij~~i===OPTIC 111111 ANTENNPAO RPTO RTS '~ 'f@'@'f®f' MHO ANT! ANT2' .• ::r:i ~POWER PORT $ya~o,~O~f11E~lt===RET PORT ~ BOTTOM VIEW GROUND 1900 MHz RRH·P4 MECHANICAL SPECIFICATIONS SCALE: NTS 2 0 1 NOTES GPS-TMR-HR-26NCM UNIT GPS-TMG-LMNT ANTENNA MOUNT ATTACHED TO 1"¢ PIPE 1" DIA (SCH 40) STAINLESS STEEL OF GAL V PIPE MINIMUM OF 75% OR 270' IN ANY DIRECTION GPS OBSTRUCTIONS MUST BE BELOW 15' 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1"0, SCH. 40, GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF 18", 8'-0" IF MOUNTING TO NEW MMBS-BBU) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED . 2. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2· OF LEVEL. 3. DO NOT SWEEP TEST GPS ANTENNA 4 ATTACH GPS MOUNTING PIPE TO NEW MMBS-88U USING (4) BMMx15MM SS BOLTS AND (4) 1" PIPE STRAPS CPS TO 8E MOUNTED A MIN. OF 2'-0" ABOVE MM8S-88U CABINET. GPS UNIT PIPE MOUNT & REQUIREMENTS SCALE:NTS TOP VIEW 2 3/8" 00 MOUNTING PIPE NEW SAMSUNG MOUNTING BRACKET AND HARDWARE CY' ~ r z w ~ w rr 5 0 w rr J:: LEFT SIDE VEW 3 RRU POLE INSTALLATION DETAIL SCALE: NTS 1.9' I I ~IQ ~. N TOP VIEW 1.9' FRONT VIEW ~POWER (-48 v) .. RET OPTIC '. ANT 0 ANT I BOTTOM VIEW GROUND SIDE VIEW 6 800 MHz RRH-C2A SCALE: NTS 7 SCALE: NTS II 1 2 3/8" 00 MOUNTING PIPE FRONT VIEW POLE PER RRU TECHNOLOGY REOUIREMENTS NEW SAMSUNG MOUNTING BRACKET AND HARDWARE 3/8" 00 MOUNTING PIPE POLE MOUNTING BRACKET PLANE WASHER M 12 SPRING WASHER (/rMI2 HEX NUT 00 00$1 .., !::l.Q!E.:. FOR WALL MOUNnNG PLEASE REFER TO MMBS INFORMA nONAL SPECIFICATION-Rll-14 MAY 2012 FOR GO.PPTX 800 MHz RRH 2ND GEN POLE MOUNT PREPARED FOR: , I I Telecom 960 WEST ELLIOT ROAD SUITE 116 I-__ F=,;;TE,;M;;,P,;:,E, AZ 85284 Micha Philli 2013 609: -04'00' RHODES DE05AL545 SBA SITE ID# C010489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 SHEET NUMBER I EQUIPMENT DETAILS A-4 o PI .0 ANCHOR BOLT HOLE (TYP) 'm I in 1'-6" 2'-4" NEW BBU CABINET 3" MIN 36" MAX 2'-4" NEW MMBS CABINET ------------------'--1 SCALE: NTS 0 'I HEX HEAD STOPPING PLUGS 4 SCALE: NTS MMBS & BBU TYPICAL LAYOUT -., I in ~l~ t 2" . • 00;9000· [7 I 1'-10" I I BACK VIEW ANCHOR BOLT HOLE (TYP) 'v I N [Ll 2'-8" 3'-4" TOP VIEW SIDE VIEW ~I11--'---"----I~II ~ BOTTOM VIEW MMBS MECHANICAL SPECIFICATIONS ~ 24.4" ~ I __ I ~lr~-l N 'L !I ~ IL -) ANCHOR BOLT HOLE (TYP) 2 ANCHOR BOLT LAYOUT SCALE:NTS FRONT VIEW MMBS EQUIPMENT WEIGHT & DIMENSIONS MM8S CABINET lBOOx700xl01B(B20)mm/70.B;n x 29.5;0 x 40.1(37.0)io MM8S CABINET 251kg (553Ibs) W/O DU SHELF JOOkg W/4 DU SHELF ITEM CAPACITY COOLING SOUND LEVEL SIZE SPECIFICATIONS MAX 4 BATTERY STRINGS AIR CONDITIONER/COOLING IMTH FAN FOR EMERGENCY MODE (MCLEAN T20 HVAC) 65BA @1.5m 71(H) x 41.25(0) x 27.6(W) INCH lBOO(H) x 1048(0) x 700(W) mm AC INPUT CIRCUIT BREAKER BATTERY BREAKER /4 FRONT VIEW 4TH BATTERY ~ABINET WEIGH 370 LBS SA TTERY BREAKER ----i!-~==::l I, /3 3 SCALE: NTS 5 SCALE: NTS PER BATTERY STRING WEIGHT 529 LBS NARADA 190AH BATTERY (12NDT190) AGM TYPE (VRLA) AC POWER 220VAC, 3.5AMP TYP 14.4AMP STARTING DC POWER 10A MAX @4BDVC MMBS BBU CABINET BATTERY BREAKER ----t--I:::===d-ll /2 B/1A TTERY BREAK:R~===j=~=i~:::=~ BATTERY CABLE TERMINAL JRO BATTERY 2ND BATTERY 1ST BATTERY GROUND BAR --=-=-=-=-=-=-=-~t~~~t;J~t;~;;~fi-'======l CABLE ENTRANCE -3'-0" 2'-7" • I i ••• , 'I f-" in L . f.' .~ L CJc:::J· '0" ~ '", 0-1-in, '" >Z w ""-C> a w ~ 'mr~ FRONT VIEW SIDE VIEW SECTION A '-uFf! [ ..... , .. ,.,., .. ~ l."' <!j • TOP WITH ~ -, LIFTING 'I . LUGS 0-I... . .: ~I I 2'-1" 1 SECTION B BOTTOM VIEW ANCHOR TOP VIEW BOLT HOLE (TYP) BBU MECHANICAL SPECIFICATIONS PREPARED FOR: I I Mic A. Philli PE 2013.0 .0 609:2 :08 -04'00' NETWORK VISION MMBS LAUNCH RHODES DE05AL545 SBA SITE ID# C010489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 I EQUIPMENT DETAILS OUTDOOR SPECIFICATIONS A-5 o rtWi o D T PLAN --;--, I , MANUF.: MODEL: LENGTH WIDTH: DEPTH: WEIGHT: AREA: ,---KMW ET -X-TS-70-15-82-18-IR-RD 73.8" 11.8" 5.9" 41.91bs 6.1 SF --I ~-MANU F.: MODEL: LENGTH WIDTH: DEPTH: WEIGHT: AREA: -RFS APXV9ERR-18C 72" 11.8" 7.9" 621bs 5.9SF -~ FRONT "SIDE FRONT SIDE IANTENNA SPECIFICATIONS 2 ANTENNA SPECIFICATIONS 3 INOT USED SCALE: NTS SCALE: NTS NOTES 1. MULTIPLE CONDUITS CAN BE PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM SEPARATION PER THE LOCAL UTILITY COMPANIES IS MAINTAINED. IN ALL CASES THE MINIMUM CENTER TO CENTER SPACING BETWEEN CONDUITS IS 1'-0" (NOT REQUIRED FOR COAX). 2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER SEEDING OR SODDING GRASS AREAS. OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION. 3. IF SAW CUT IS NEEDED. OVER CUT 80TH SIDES OF TRENCH BY MINIMUM OF 6" TO AVOID DEPRESSION IN THE FUTURE FINISHED GRADE OR AC PAVING MATCH SLOPE & THICKNESS OF EXISTING 2'-6"± COMPACTED BACKFILL TO MIN 95% MODIFIED MAX. =j DENSITY PER ASTM 01557 METHOD D '., UNDISTURBED EARTH ~I "n, H". CONDUITS -6" 'V"'~V" "'M'C'''N-~H-1'-0" MIN r---~-cC"L~EA'CR~A"N~COC E 5 IUTILITY TRENCH DETAIL SCALE:NTS EQUIPMENT CABINET ~ ViHILTI KWIK BOLT-TZ as USE S,S. KB-TZ , <t: FOR OUTDOOR }Ll : APPLICATION i)i /I~XISTING CONCRETE t--.c-.-.-.~.~ ~~~. :j'.~ /~~f P~A~D~ 'lli" ~"m'~' '~'J:f ANCHOR SCHEOULE BOLT OIA HOLE DIA "E" EMBEDMENT 3/8" 3/8" 2" 1/2" 1/2" J" S/8" 5/S" 3 1/S" 3/4" 3/4" 3 3/4" 6 ICABINET ANCHOR DETAIL SCALE:NTS , , WARNING TAPE NOTES: 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT, ALL EXPENSES RELATED TO REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 2. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK BOLT-TZ PER ESR-1917) CONCRETE EXPANSION ANCHORS AGAINST SEISMIC. 3. INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED. 4. VERIFY WiTH CABINET MANUFACTURER FOR MOUNTING HOLE LOCATIONS. SCALE:NTS ~ I 1 ~~WPI~~T~~~~. rgcJiR~gT~TEfo T.?e:~;t ~~g~)~~;~ ~,t~~.ou I I: /~",~6.~ SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. JiLY7:irwo "",Nfl; sitAU. & mm 8[''''''' RRO 2. PROVIDE CROSSOVER PLATE KIT BY SITE PRO I OR cO/<t<EenO/< Q.0SllAE "'0"<l.ll1l eMU: APPROVED EQUAL. SIZE AS REQUIRED. ""'~~:,J't: f~~~~~.~~~~~'o',?,'"ooc>< 3. ANTENNA AND RRU CABLING TO BE CONNECTED PE ~ yA1ERI ...... " ..... NG ","",us <F RQ.l£O L _RF _DAT_A S_HEE_T, _PRO_VIDE_D B_Y R_F E_NGIN_EER_ _~ ,--, cRA£O!IUI.EI~ .~..AE U".fS B<EF V§"!POEOoIn cT IPl ..R. cwcr. ,----.l~nn CLAMP DETAIL II~'" '·U" w ., •• ::1' , NEW I .. out<nt<G PIPE ..... 800 I t<'W '!H TO'II!;I! ., .... DOFF I..... RRU ~;NEW ~OUNTING HARDWARE .... OR(WT"!P[S5T-~. ..... L~--,-l~!.,f'~: 1 ANTENNA MOUNnNG PIPE I COAO ~OO< I "-LTTTTr-~ I-(SEE NOTE 1) "-"-~ f--~:NEW PANEL ANTENNA I I ----_______ ~EW PIPE ~OUNT HARDWARE. , e-':.:f~ ;~~~T '-.... ______ ~ONTRACTOR SHALL USE I :,~ :~:.u I " ..... f-~8~Q~~E :N~~~S~~G ~:;~E. L ___ "~w~c~ ---L ..... -----NEW 1900 Rec ~, o ~N:EW RRU ~OUNTlNG HARDWARE ~iNEW STAINLESS STEEL HANGER f--~iNEW 4" STAINLESS STEEL CLAMP, ANDREW PART Ir ..//'31670-3 OR AN APPROVED EQUAL (TYP OF 2 PER P t"""" BREAKOUT UNIT) 1J.,fi~:;;',-c;:1jIITJI--NEW HYBRID FREQUENCY CABLE !-I-~ ____ NEW JU~PER (TYP) IU'. !JI "~O:~",'I:I~ J:[I:~~~~,,-,l'~~ilJ/~~~~~lt~~:------§=~== ='EXISTING I ~ I.' '.1. ~I. : F II 11/(iE~ ~6~~ASN~TJEENRN AP LFARTAEM EK IT v~tII l"~ NEW HYBRID BREAKOUT UNIT. 7 SCALE: NTS CONTRACTOR SHALL MOUNT \11TH ADEQUATE HAROWARE o ____________ :TO EXISTlNG FRA~E. (TYP OF 1 PER SECTOR) -....->;::~~ NEW HYBRID FANOUT CABLE FRO~ NEW RF CABINET (TYP OF 1 PER SECTOR) SUPPORT BY HOISTING GRIP EVERY 200' SUPPORT HYBRID CABLE 'MTHIN 12" OF BREAKOUT UNIT EXIST,NG ~ONOPOLE I TYPICAL BOOM & STANDOFF DETAIL 1900 ANTENNA DETAIL 4 INOT USED SCALE: NTS 8 INOT USED SCALE: NTS ~'~E~E~~~,L'V~YNAM I C 5 D. ,,,,,,ON "" '" m, "TE BY BY 960 WEST ELLIOT ROAO ~~~ Micha !I A o~~tI~ Phillip:" PI r~ 20n (1'\ () 609:2 :54 -04'00 , RHODES DE05AL545 SBA SITE ID# C01 0489·A02 0477 COUNTY RD 233 RIFLE, CO 81650 GA~" COUNTY "'w"" '" I ":~ DM TM I uo, VVI< V EQUIPMENT DETAILS A-6 I'" o 3 HYBRID AND JUMPER CABLES COLOR CODING 2 HYBRID CABLE TYPE (4) PAIR crn',,,"-, (6) FIBER (4) PAIR ""'".-, 10 ",,,,,, { (6) fiBER NOTE: 2" TAPE nRST RING I" SPACt: 2" TAPE s[COND RING 1" SPACE 2" SPACE BETWEEN HYBRIO CABLE COlOR CODE AND FREOUENCY COlOR COllE 2" SPACE 8ETWEEN HYBRID CABLE COlOR CODE AND FREOUENCY COlOR COllE ~~~~~~~~~~=:==::::::::::::::::::::::OO=~~_HYBRID COLOR CODE TAPE (SEE TABLE FOR OETAIL) 2' TM'E fiRST RING 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. HYBRID CABLE CONNECTION AT CABINET 2 THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4 INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WiTH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES 7. THE 2" COLORED TAPE{S) SHALL EACH BE WRAPPED A MINIMUM OF .3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. HYBRID CABLE COLOR SCHEME DETAIL 1 RRU CONNECTOR 0 3/4" SPAC( " , ANO FREOUENCY COLOR CODE 3/4' TAPE THIRD RING CABLE I I" SPACE TYPE 1 TOTAL LENGTH ~114' 9,95" HYBRID POWER AWG 10 1 PAIR, CABLE AWG 12 3 PAIR CONFIGURATION CABLE DIAMETER 0.98" BENDING RADIUS 11.81" OPTIC CABLE DU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) RRU POWER CABLE SPEC NON USE POWER 2 PAIR POWER AND OPTIC CABLE AND OPTIC CABL PROTECTION WITH PE PIPE SUPPLIER TESSCO LENGTH TOTAL WEIGHT TYPE 1F,T KG) QBSI 0.73 1.6 TYPE 6 1000 732 1613 42,0 40,2 887 2.2 TYPE 7 1000 1006 2218 550 553 1220 2" SPACE FROr./END F BREAK-OUr CruNDE '--"""""" COLOR CODE TAPE FOR DETAIL) SPAC( BETWEEN CABLE 2" SPACE fRO'" END OF BREAK-OUT C'r"LINDER "'--rncm,m,o> COLOR CODE TAPE TABLE FOR DETAIL) SPAC( BETWEEN CABLE J/.", TA,P E FREOUENCY COlOR CODE , ~~t::~T~~" TYPE 2 ~180' 5.35" AWG 8 1 PAIR, AWG 10 3 PAIR 1.06" 12.99" 2 PAIR POWER AND OPTIC CABL WITH PE PIPE -I FREOUENCY COLOR coo, FROM ANTENNA TYPE 3 TYPE 4 TYPE 5 ~213' 3.05" ~262' 5.60" ~328' ," AWG 6 1 PAIR, AWG 6 1 PAIR, AWG 4 , PAIR, AWG 8 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, AWG 10 2 PAIR AWG 8 2 PAIR 1.18" 1.18"/1.25" 1.25H 15.35" 17.71" 17.71 " LC/PC !o-LC/PC, SINGLE MODE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE AWG 8, 0.57"~0.60" AWG 10, O.45"~0.48" 2 PAIR POWER 2 PAIR POWER AND OPTIC CABL AND OPTIC CABL WITH PE PIPE WITH PE PIPE HYBRID CABLE TO CASINET K\'BRIO CABLE TO CABINET J/4" TAPE FlRST RING FREOJENCY COLOR cro, 3/4" TAPE " '" , fREQUENcY COlOR CODE I FROM ,eo JUMPER CABLE CONNECTION AT RRlJ AND ANTENNA TYPE 6 TYPE 7 ~420' 0" ~550' 0" AWG 4 1 PAIR, AWG 2 1 PAIR, AWG 6 .3 PAIR AWe 4 3 PAIR 1.56" 1.69" 18.00"/30.00" 21.00"/35.00" 8 Awe CABLES 4 PAIRS 2 PAIR POWER 2 PAIR POWER AND OPTIC CABL AND OPTIC CABL WITH PE PIPE WITH PE PIPE , J/4" SPAc( " , AND fREQUENcY COLOR COllE 3/4" TAPE I' SPACE THIRD I I RING CABLE I PREPARED FOR: CONSULTANT: ((!C ALTROP Telecom 960 WEST ELLIOT ROAD SUITE 115 f--'F-;;;;~' AZ 85284 Mic Philli 2013. A P .0 6 09:2 :2~ -04'00 RHODES DE05AL545 SBA SITE 10# C010489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 DRAWN BY OM SHEET TITLE ANTENNA AND CABLE COLOR CODING DETAILS SHEET NUMBER '" RF-1 o ELECTRICAL NOTES REFER SPECIAL NOTE SHEET N-I DEFINITIONS, o CONTRACTOR OR E C SHII.LL REFER TO INDI';1DUAl OR FIRM WHICH BY CONTRACT DESIGNATED AS RESPONSIBLE FOR THE FINALLY APPROVED ELECTRICAL WORK UNDER n-tE PURV1EW OF TI-lE CONSTRUCTION MANAGER (C.M.) o A.H.J. SHALL REFER TO LOCAL CODE ENFORCEMENT AU1110RITY HAVING JURISDICTION FOR THIS PROJECT. o (N) DESIGNA TE5 NEW; (E)=[XISTlNG; (v)=FIELD VERIFY: CONOI110N, EQUIPMENT OR CONNECTION. GENRA! REOIIIRnAENlS' 1. BECAUSE OF n-tE RAPIDLY CHANGING TECHNOLOGIES AND REV1SION$ BEING t.lADE IN n-tE TELECOMI.tUNICA nONS INDUSTRY, n-tE INFORMA nON SHOWN AS (E) OR NOTED TO BE 'EXISTING' Qt::LA!i'( SI::Illl. OF THIS PLAN SET SHAU NOT BE ASSUMED TO BE CURRENT UNTIL FIELD VERIFIED AI THE TIME OF PROPOSED CONSTRIJCTIQN BY A JURISDICT1QN UCENSED ELECTRICAL CONTRACTOR OR REGISTERED PROFESSIONAL ELECTRICAL ENGINEER. ALSO SEE NOTE *4 BELOW. 2. PROPOSED REVISIONS INDICATED AS (N) OR ITE~S NOTED AS 'NEW LOADS, FEEDERS, OR SWITCHGEAR SHALL NOT BE ADDED TO Tl1E 240/120V VOLT, 1 PHASE A NEW OR EXISTING PPC WlTl10UT OR UNTIL Tl1E REQUIRE~ENTS OF Tl1ESE ELECTRICAL NOTES AND SPECIFICATIONS ARE SATISFIED. 3. THE CONSTRUCTION ~ANAGER SHALL OBTAIN DOCUMENTATION TO IDENTIFY THE EXISTING CONTINUOUS CURRENT ELECTRICAL LOADING ALONG WITH DOCUMENTATION OR AClUAL MEASUREMENTS TO DEMONSTRATE THAT THE PROPOSED ADDITIONS AND CHANGES YtlLL NOT INCREASE THE CONTINUOUS LOAD ON THIS SITE BEYOND 80'; OF THE UL LISTED CAPACITY OF THE SERVICE ENTRANCE EQUlp~ENT. (SEE NOTE c BELOW). c. AS PERMITTED BY NFPA-70 (ARTICLES 100.1 AND 220, 225 AND 230) OR ADOPTED LOCAL GOVERNING CODES OR SUPPLEMENTS. 4. Ali. ADDITIONS, CHANGES, AND RELOCATION OF BRANCH CIRCUITS SHALL BE CAREFULLY DOCUMENTED SHOWING THE SIZE AND LOCATION Of ALL CONDUIT, WIRING, CIRCUIT PROTECTION AND SO FORTH IN A MANNER ACCEPTABLE TO Tl1E AHJ. AS-BUILT DRAWINGS SHALL BE PROVIDED AS PART OF THE FINAL CLOSE-OUT DOCUMENTATION REQUIRED BY THE CONSTRUCTION DOCUMENTS AND/OR AHJ. REFER ALSO TO SPECIAL NOTE SHEET N-l OF THIS DRAWING SET 5. ALL EXISTING OR NEW ELECTRICAL FINAL INSTALLATION SHALL COMPLY WITH JURISDICTIONALLY ADOPTED ELECTRICAL AND ALL APPLICABLE LOCAL OR STATE CODES. 6. WHERE NEW ELECTRICAL POWER OR TELCO SERVICE IS INDICATED OR REQUIRED, CONTRACTOR SHALL COORDINATE 'MTH SERVICE PROVlDER(S), pROVIDE ALL REQUIRED EQUIPMENT, WIRING, CONDUIT AND THE LIKE AND PAY ANY RELATED PROVIDER CHARGES OR UPGRADE FEES. 7. PROPOSED NEW UNDERGROUND POWER AND/OR TELCO SERVICE LINES SHALL BE ROUTED AND INSTALLED AS SHOWN ON THESE PLANS. 8. CONDUIT BELOW GRADE: SCHEDULE 40 WITH LONG SWEEP ELBOWS: EXPOSED CONDUIT SHALL BE GALVANIZED STEEL RIGID OR INTERt.lEDIATE CONDUIT. 9. ALL NEW PCS OR PPC EQUlpt.lENT SHALL BE SUPPLIED BY SPRINT, INSTALLED AS NOTED BY CONTRACTOR. 10. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS, COt.lPARE THEM YtlTH THE ELECTRICAL ORAYtlNGS AND RELATED DOCUMENTATION AND RESOLVE ANY QUESTIONS ANO DEFINE ANY EXCEPTIONS PRIOR TO SUBt.lITTlNG A BID. NO EXCEPTIONS SHALL BE PERMlmD ONCE THE CONTRACT HAS BEEN AWARDED. (RE: SPECIAL NOTE, SHEET N-l AND NOTE 11 BELOW) 11. LOCATlON OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAYtlNGS ARE APPROXIMATE AND SHALL BE COORDINATED WlTl1 FIELD CONDITlONS PRIOR TO ORDERING t.lATERIALS OR ROUGH-IN. 12. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REWIRED BY NFpA-70. 13. ALL CONDUIT BENDS SHALL BE t.lAOE IN ACCORDANCE WITI-! NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER TI-!AN STANDARD CONDUIT ELBOWS WITH 12~ t.lINIMU~ INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 14. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 15. ALL WIRE SHALL BE TYPE THWN: SOLID. ANNEALED COPPER UP TO SIZE #10 AWG YtlRE SIZE 18 AWG AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98' CONDUCTIVITY. MINIMUt.I #12 AWG UNLESS SPECIFICALLY NOTED OTHERWISE. 16. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVlC£S SHALL BE PROVIOED IYITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLEO ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTiONS.) PROVIDE SAt.lPLE FOR CONSTRUCTION ~ANAGER'S APPROVAL. ALL SERVICE ENTRANCE EQUIP~ENT SHALL BE SO RATED. 17. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTlC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL, PLASf1C EII80SSED TAPE SHALL NOT BE l/S£o. 18. CONDUIT ROUGH-IN SHALL BE COORDINATED WITI-! NEW AND EXISnNG EQUIPt.lENT TO AVOID LOCAnON CONFLICTS. 19. INSTALL AN EQUIP~ENT GROUNDING CONDUCTOR IN ALL NEW CONDUITS PER NFPA-70 AS APPROVED BY A.H.J. 20. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS. DOCUMENT ANY AND Ali. WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETiNG TI-IIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETiON. REFER ALSO TO NOTE 4 ABOVE. 21. ALL t.lATERIALS SHALL BE NEW AND SHALL BEAR U.L. LISTING, OR N£MA RATING OR SIMILAR. 22. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) A~ERICANS WITH DISABILITiES ACT AS ADOPTED BY TI-lE APPLICABLE A.H.J. 23. IN CASES SUCH AS ROOF-TOP LOCATiONS AND lHE LIKE, WHERE CORE DRILLING IS NECESSARY, 00 NOT PENETRATE STRUCTURAL MEt.lBERS YtlTHOUT CONSTRUCTION ~ANAGERS ~lmN APPROVAL. SLEEVES AND/OR PENETRATlONS IN FIRE RATED CONSTRUCTION SHALL BE SEALED IYITH A.H.J. APPROVED FIRE RATED MATERIALTO MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTIJRE. FLOOR OR EXTERIOR PENETRATIONS SHALL BE SEALED TO PREVENT PASSAGE OF WATER, S~OKE, FIRE AND FUMES. 24. CONTRACTOR SHALL COMPLY WITH THE INTENT OF THESE DRAYtlNGS WHICH INTENT IS TO PROVIDE COMPLETE SYSTEt.I(S) INSTALLED AND FUNCTIONING AS INTENDED FOR SPRINT AS INTERPRETED BY THE CONSTRUCTiON MANAGER AND THE CONTRACT DOCUt.lENTS. 1 ELECTRICAL NOTES SEAL TITE CONNECTION 2" SEAL TITE FLEXIBLE CONDUIT FROM STUB UP TO EOUIPMENT (6'-0" MAX) 2" HEAVY WALL COUPLING 2" SEAL TITE STRAIGHT CONNECTOR 2'" SCH 80 PVC TO STUB UP AT EaUIP~ENT LOCATlON o NEW MMBS CABINET 2" SEAL TlTE 90' CONDUIT CONNECTOR PART # 500007 OR EQUIVALENT @NEW EQUIPMENT 2" SEAL TITE FLEXIBLE CONDUIT SCALE: NTS SCALE: NTS 4 EQUIPMENT CONDUIT CONNECTION (TYP) 5 SEAL TITE CONDUIT CONNECTION NO A.C. POWER SERVICE FEEDER SCHEDULE FROM ELECTRICAL A.C. POWER SOURCE. MET£R/SERVlCE ENTRANCE DISC. TO METER/SERIilCE ENTRANCE DISC. EXISTING PPC 200~ (NOOMAL) TRANSfER SYIITCH TERMINAL COMMENTS EXISTING 200A.~ruI99:11.S NE[SSN!Y TO 1IIT11(C EXISTING 200A.\£RlFY FE£OOl eIJlAOTY, C!IDJI AND ~WI RAlEU ~~I(CT I¥m & ~\I[ moJONC (lIe) EXIST. 200A we (EMER) TRANSFER SW. TERMIN~L £))STING STAND-BY GENER~TOO REUPTAQ.E EXlsnNG 200A, m (OOATrn IR 1M] fIITlR fAOA(lIY PPC/CIRCUIT BREAKER PANEL PROPOSED MMBS CABINET PRO\tlOE NEW 3-#3AWG, CU1HBG IN I"C PPC/CIRCUIT 8REAKER PANEL PROPOSED BBU CABINET PROVlDE NEW 3-IIOAWG, CU1110G IN I" C REFER TO ELECTRICAL NOTES l/H AND SPEOAl NOTES 9jEH N-I AND ElECTRICAL ONE-LINE DIAGRAM SHEET [-1 roo FURmER REOOIRE~EtHS 2 EXISTING METERED POWER SOURCE EXISTING 200A METER/DISCONNECT SWITCf-i .,,-VERIFY EXISTING /SERVICE GROUNDING (PER NFPA-70 ART 250 AND ADOPTED LOCAL ELECTRICAL CODE) CONFIRM PER AHJ. EXISTING 200A GENERATOR RECEPTACLE TRANSFER SWITCH & ,J'!+--f"o ~LOAO CENTER EXISTING LOADS " (REFER TO PANEL/LOAD eTR " SCHEDULE 3/E-1) " 2Pl00 (N) " " ~" 2P15A (N) ", I ELECTRICAL POWER ONE-LINE DIAGRAM EXISTING ELECTRICAL CIRCUIT BREAKER PANEL RE:NOlE, 1/E-1;2/E-I & SPEaAL NO[ N-I) SITE NUMBER VOLTAGE: MAIN BREAKER' MOUNT: ENCLOSURE TYPE: PANEL STATUS: DE05AL545 240V/120 200 AMP SURFACE NEMA 3R EXISTING rr w~ CKT LOAD DESCRIPTION ~<L ~~~" co BLANK 2 3 SURGE 60 4 5 METRO CELL 30 6 BLANK 13 BLANK 14 BLANK 15 BLANK 16 BLANK 17 BLANK 18 BLANK MODEL NUMBER: PURCELL PHASE: 1 BUSS RATING: 200 AMPS WIRE: 3 TBD TBD NEUTRAL BAR: YES A/C: N TO GROUND BOND: TBD GROUND BAR: INTERNAL TVSS: CKT BKR rr rr~ rr~ rr rr W~ w'" ~i2 w~ w~ ~w ~~ ~w ~<L ~~ «~ «« ~~ rwr<OL gwj~~ fwf~i~ rwr<OL ~~"~ LOAD DESCRIPTION CKT ill ill co ON 20 MICROWAVE 7 2 ON ON 2 50 LUCENT 4.0 B 8 9 ON 15 BA HERY HEAT 10 2 OFF ON 15 NOT LABELED 11 BLANK 12 BLANK 19 BLANK 20 BLANK 21 BLANK 22 BLANK 23 BLANK 24 PROPOSED ELECTRICAL CIRCUIT BREAKER PANEL RE:NO[S: 1/E-I;2/E 1& SPEaIll NO[ N-I) SITE NUMBER: DE05AL545 MODEL NUMBER: PURCELL VOL TAGE: 240V/120 PHASE: 1 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS WIRE: 3 MOUNT: SURFACE NEUTRAL BAR: YES A/C: TBD ENCLOSuRE TYPE: NEMA 3R N TO GROUND BOND: TBD GROUND BAR: TBO PANEL STATUS: EXISTING INTERNAL TVSS: rr rr w~ w~ ~<L ~w CKT LOAD DESCRIPTION ~" ~~ ~~ wO rr<L ill co 1 .BLANK 2 3 SURGE 60 2 4 5 METRO CELL 30 2 6 13 NEW MMBS 100 2 14 15 NEW BBU 15 2 16 BLANK 17 BLANK 18 BLANK 3 PANEL SCHEDULE PROPOSED MMBS CABINET (NEW) PROPOSED BBU CABINET (NEW) '--® rr~ O'~ ~i2 ~i2 ;'5~ j~ ffi~ ffi~ ON ON OFF OFF ON ON ON ON CKT BKR 0' rr w~ w~ ~w ~<L ~~ Ow'<OL ~~~" LOAD DESCRIPTION CKT co co 20 MICROWAVE 7 2 50 SPARE 8 9 15 BATTERY HEAT 10 15 NOT LABELED 11 BLANK 12 BLANK 19 BLANK 20 BLANK 21 BLANK 22 BLANK 23 BLANK 24 PREPARED FOR: '" l:ALTRDP Telecom 960 WEST I ROAD Mich Philli 2013. 609.LU.-TU -04'00' RHODES DE05AL545 SBA SITE ID# C010489·A02 0477 COUNTY RD 233 RIFLE, CO 81650 ONE·L1NE DIAGRAM & POWER PANEL SCHEDULE E-1 o 34U 32U 30U 28U 26U 24U 22U 20U 18U 16U 14U 12U 10U 8U 6U 4U 2U LEFT DIN RAIL SERVICE LIGHT SMOKE DETECTOR RIGHT DIN RAIL ""*--SUPPORT PLATE 15T GROUP OF DC SPOs 2ND GROUP OF DC SPDs SUPPORT FOR BSDU 3RO GROUP OF DC SPDs 1/0 MONITOR RECTIFIERS POWER CORE DOOR WITH 2X FAN AND FILTER 1 MMBS-BBU ELECTRICAL DETAILS SCALE: NTS 3 PROPOSED MMBS-BBU MUDROOM (SEE NOTES 2 & 4) NOTES: EXISTING TELCO OEM ARC AT ppe (SEE NOTES 3 & 4) EXISTING TELCO OEM ARC (HOFFMAN BOX) (SEE NOTES 1 & 4) (3) BLACK SHIELDED 24 AWG CATSe IN EXISTING CONDUIT (6) BLACK SHIELDED 24 AWG CATSe IN PROPOSED 2" CONDUIT 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. 2. CONTRACTOR SHALL INSTALL RJ-45 ENDS ON ALL (6) RUNS OF CATSE INTO MMBS-BBU MUDROOM. 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. 4. CONTRACTOR TO INSTALL A PULL STRING BETWEEN MMBS TO TELCO AT PPC AND TELCO PPC TO EXISTING TELCO DEMARC. TELCO RISER DETAIL SCALE:NTS 70 60 50 40 30 20 10 2 SCALE: NTS @HOLE 0 , , 966 Ml-50 BLOCK GROUNDING BAR POLYPHASER BRACKET POL YPHASER SURGE PROTECTOR MUDROOM ELECTRICAL DETAIL NEW NEW BBU MMBS CABINET CABINET 0 54 rue 3 Ann l # 1/0 AWG J < SEE ELECTRICAL ~ LINE DIAGRAM \J "-[ # 6 AWG ( ( v o LOAD CENTER ONE 66 BLOCK GROUND BUS BAR PUNCH-OUT CABLE HOLE POLY PHASER AND MOUNTING BRACKET GPS CABLE UDA OR LINK CABLE OR M/W CABLE AC POWER CABLE GROUND CABLE DC CABLING WITHIN PRE MANUFACTURED HYBRID CABLES " I) SECTOR 1 SECTOR 2} RE FER TO HYBRID CABL E SPECS DC POWER ELECTRICAL NOTES: MINIMUM CABLE LENGTH BETWEEN THE OU AND BATTERY IS 7DMM (2.75 in) MAXIMUM CABLE LENGTH DISTANCE IS 9DOmm (35.43 in). (, SECTOR 3 WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLO SHRINK SHALL NOT BE USED. ROUTE DC CONDUCTORS IN CONDUITS TO NEW MMBS CABINET 48VDC POWER DISTRIBUTION PANEL TO AND FROM NEW BBU CABINET. -48 vac CABLES BETWEEN NEW MMBS CABINET & RRU'S ARE FACTORY ASSEMBLED AND EQUIPED WITH ONE PRE-TERMINATED END. ALL FIELD INSTALLED DC CABLING SHALL BE TYPE RHH/RHW AND SHALL BE UL THERMOSET INSULATED. 4 DC POWER DIAGRAM SCALE: NTS MMBS PORT LAYOUT CONDUIT USAGE 0 BATTERY 1 AC/GROUND 2 RRU SECTOR 1 3 RRU SECTOR 2 4 RRU SECTOR 3 5 BATTERY PREPARED FOR: CALTROP Telecom Mich Philli 2013,vu"u 6 09:2 :18 -04'00 RHODES DE05AL545 SBA SITE ID# C010489·A02 0477 COUNTY RD 233 RIFLE, CO 81650 ELECTRICAL DETAILS E-2 o EXISTING SPRIi\T MODCELL CABINET EXIST!NG SPRI~T MODCELL CABINET 10.2" ~ TRUE MAG~ETIC NORTH NORTH EXISTI\!G SPR·NT POWER CONDUIT EXISTING FINAL GROUND LEAD FROM MASTER GROUND BAR TO EXISTING GROUND RING EXISTING SPR!NT MASTER GROl,N.] BAR NOTE: HOT SWAP REQUIRED DUE TO LIMITED SPACE FOR NEW CABINET INSTALLATION GENERAL GROUNDING NOTES: 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURF ACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS, LLC. REPRESENTATIVE. S. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. GROUNDING NOTES· 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. Ee SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", H A", "N", "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 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. 1~ _~ ~~~.1~1"xr17"~ SdCAL~E: ~3/J32K" -~"a-0~" E~F~.-'o~·/~"~4' "~-~'-~O~"~.~~~~~~~==~=~====~=====~!_~~_~=====~====~======~~====~~====~~5. G~ROTUN&DIN.G ~BARf AfNDi B~OL~TED& O~N =THOE BOAC~K ESIDmE. ~INS=TA~LL ~BLEAC K 1 EQUIPMENT GROUND & ROUTING PLAN (EXISTING) IF REQUIRED 2 EQUIPMENT GROUND & ROUTING PLAN (INTERIM) IF REQUIRED ~f~JiN~~~6~~'N~H~U~NETE~~O,sV~~T i,~;~~~~g~og~ fH'i g~~~~~~~~ON NEW SPRINT MMBS CABINET CONNECT TO EXISTING SPRINT MASTER GROUND BAR NEW SPRINT BBU CABINET CONNECT TO EXISTING SPRINT MASTER GROUND BAR 10.2" ~I 'I'---...Y ~--~ ~ 'RUE NORTH "AGNETIC NORTH 22"xJ4" SCALE: 3/16·· '" 1·-0' .~'ii-~-;'-.~~~ 11'·xl7" SCALE; 3/32·· '" 1'-0' !-2· O' 4' EXISTING SPRINT POWER CONDUIT EXISTI NG FI NAL GROUND LEAD FROM MASTER GROUND BAR TO EXISTING GROUND RING EXISTING SPRI"JT MASTER GROU"JD BAR 3 EQUIPMENT GROUND & ROUTING PLAN (FINAL) LEGEND • EXOTHERMIC CONNECTION • MECHANICAL CONNECTION ~ ANTENNA GROUND BAR _ MASTER GROUND BAR NOTE: 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS AND GROUNDING CONNECTIONS AS REQUIRED. CONNECTION. S. 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. B. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 9. SUPPLIED AND INSTALLED BY CONTRACTOR. 10. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. 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.) 12. 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. 4 GROUNDING NOTES PREPARED FOR: Q>.I 1M I:ALTHOP Telecom Micha A. Phillip 2013.0 .O( 09:2L.~V -04'00' RHODES DE05AL545 SBA SITE 10# C010489-A02 0477 COUNTY RO 233 RIFLE, CO 81650 DRAWN BY OM SHEET NUMBER GROUNOING& ROUTING PLANS E-3 o ANTENNA EXISTING SPRINT ANTENNA SECTOR 1 800/1900 MH, SPRINT ANTENNA 11 ++ ~ ~I ~'~i ,,""' '0" 1 "",0 """ •• " .. ~ II GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR PROPOSED GPS UNIT T EXISTING DEI CA'3INET COAX JUMPER I DC /FIBER (E) #2 AWG EXIST!I\G CABINET ANTENNA SECTOR 2 EXISTING SPRI~T ANTEI\I\A r 800/1900 MH, SPRINT ANTENNA =A~ 10 AWG g;?i "'~ HYBRID CABLE INTERNAL ~ ~ GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING UPPER TOWER GROUND BAR rGB I '----COAX JUMPER (E) #2 AWG NEW MMBS CABINET ANTENNA SECTOR 3 800/1900 MH, SPRINT ANTENNA EXISTING SPRII\ T ANTENi':A + ~ " ~ « w ~ COAX JUMPER • " ~ ~ « w ~ ==~ HYBRID CABLE INTERNALrGI GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR DC /FIBER T LEGEND • EXOTHERMIC CONNECTION • MECHANICAL CONNECTION CGB COLLECTOR GROUND BAR MGB MASTER GROUND BAR GROlJNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS. ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24~ BENDING RADIUS. ~ (E) #2 AWG W#6E AATWHGE RPWROIOTFINHG "; '---____ IElJI2 AWG --~ ,J!l '---~~i~~~~ TO BE TRIMMED TO '----------t-" ""I FIT AND 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE VvlTH (2) TWO COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). #2 AWG~L--~------1 GROUNDING RISER DIAGRAM SCALE: NTS COAX EXISTING #2 Awe GROJNDS TO EXISTING GROUND RING ~§ ~§I ~~ ATTACHED ~gl ~51 ~@I TO GRD BAR I ~MMBS GND BA~ -i ~EXISTIi'\G LOWER I GROUi'\D BAR TOWER #6 AWG COAX JUMPER A T BOTTOM OF TOWER )---~ #2 AWG ---#2 AWG i _L~i==_-EX!STING #2 Awe GROUNDS TO EXISTiNG GROUND RING NEW BBU CABINET 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUNO APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5-0HMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: A. ONE (1) COPY TO OWNER REPRESENTATIVE 8. ONE (1) COPY TO ENGINEER C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR AODITIONAl GROUNDING NOTES SHEET E01. B. 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 SHALL BE #2 AWG SOUD BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. PREPARED FOR: I:ALTROP Telecom Micha Philli 2013. PI .0 609:2 :13 -04'00' RH"O DES DE05AL545 SBA SITE ID# C010489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 SHEET NUMBER GROUNDING DETAILS E-4 o >I "OJ I I SECTOR ALPHA BETA GAMMA 1 frO w z>-W () .0, frO ~ z ii' <L Vl 0 W Vl 0 <L 0 '<"L "I ;" mi ~ w l ~ 0 <L 0 z 0 " ~ 0 <L 0 ~ "Z >= Vl X W "I ;" -m C C BOTTOM OF TOWER STEEL T 22".34" SCALE: 1/16" =' "-0" .~•~•~ • •~ •• •~ • •~ .'•~•~ .~"''''~ 11".17" SCALE" 1/32": "-0" 1~12' 8' 4' 0" 16' NEW SPRINT BOOMHZ/1900MHZ RRU'S (TYP. OF 2 PER SECTOR) NEW SPRINT BOOMHZ/1900MHZ ANTENNA MOUNTED ON EXISTING PIPE MOUNT (lYP. OF 3) EXISTING ANTENNAS (BY OTHERS) HYBRID ON OUTSIDE OF TOWER EXISTING TOWER NOTE: 1. BASE STATION EQUIPMENT NOT SHOWN FOR CLARITY. 2. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN. SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION. 3. EXISTING TOWER INVENTORY PROVIDED BY OTHERS. 4. ALL PROPOSED ANTENNA, RRU, AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOWER/POLE, SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAWINGS HAS BEEN PROVIDED. iJ.<-Cto ,-: .::::, ~ G I.vO(;, .300' '1'0 SECTOR G AZ = 270' (ANTENNA) 10] Ly.----EXISTING SPRINT ANTENNA (TYP. OF 3) A TRUE MAG"JElIC NORlH NORTH 2 22">:34" SCALE: 1/2" = 1'-0" 11">:17" SCALE: 1/4" = 1"-0" 2' l' " ANTENNA PLAN (EXISTING) NOTE: STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRHs, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. NOTE: EXISTING ANTENNAS ARE COMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRHs WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 7, SHEET A-6. 800/1900 EQUIPMENT FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE RRU /HYBRID CABLE SCHEDULE GRANTED BEFORE RELOCATION OF ANTENNAS. RRU MOOEL RRU FREQUENCY HYBRID CABLE HYBRID CABLE JUMPER LENGTH DIAMETER SIZE RRH-C2A & RRH-P4 (1)800MHz & (1)1900MHz 254' (1) TYPE 5 -1.25" 1/2" RRH-C2A & RRH-P4 (1)800MHz & (1)1900MHz 254' (I) TYPE 5 -1.25" 1/2'" RRH-C2A & RRH-P4 1 800MHz & (1)1900MHz 254' (I) TYPE 5 -1.25' 1/2" ELEVATION JUMPER RET LENGTH LENGTH 6' 9.8' 6' 9.8' 6' 9.8' RET CABLE RET CABLE MANUFACTURER MODEL NUMBER COMMSCOPE iRET AISGvl.l COMMSCOPE iRET AISGvl.1 COMMSCOPE iRET AISGv1.1 NOTES: ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOAOS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. ~J<-CtOIi' ("'0" dO G {J,. o· "0 SECTOR G AZ -275" (NEW) 10.2' A TRUE MAGNETIC NORTH NORTl-I 22"034" SCALE: 1/2" = "-0" 11",17" SCALE: 1/." = 1'-0" EXISTING SPRINT ANTENNAS TO BE REMOVED (TYP. OF 3) NEW SPRINT BOOMHZ/1900MHZ RRU'S (TYP. OF 2 PER SECTOR) , C'\O~ roc) SSk ~ >," '~O\j NEW SPRINT 800MHZ/1900MHZ ANTENNA (TYP. OF 3) PROPOSED SPRINT 3' STAND-OFF TO BE INSTALLED AT INTERIM AND REMOVED AT FINAL (TYP. OF 3) ~,,"'''i!iiiiii~o~·· ...... ~,. 3 ANTENNA PLAN (INTERIM) NOT USED 10.2" A lRIJE MAGNET C NORTH NORTH NEW SPRINT BOOMHZ/1900MHZ RRU'S (TYP. OF 2 PER SECTOR) , ~o'?--o' s~~ ~ ~~l '~o\j NEW SPRINT BOOMHZ/1900MHZ ANTENNA (TYP. OF 3) 22">:34"' SCALE: 1/2" = 1'-0' ., ... "i!iiiiii?;. ...... ~ 11".17" SCALE: 1/." = 1'-0" Y O' 2' 4 ANTENNA PLAN (FINAL) PREPARED FOR: , , @i"'iUlTelecom" PI ..J.V'I..J.O ~_L\JJ.32 VlSION RHODES DE05AL545 SBA SITE ID# C01 0489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 ELEVATION & ANTENNA PLANS (All SECTORS) A-3 o NOTES: L DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WlRE DOWN TO ANTENNA GROUND BAR 2 WEATHER PROOFING SHALL BE ANDREWS. (TYPE &1 PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) CONNECTOR WEATHERPROOFING KIT (TYP.) RRU TO ANTENNAS TOTAL OF 6 LINES PER SECTOR IF THE SITE HAS BOTH 800 &1 1900 ~WEATHERPROOFING KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE DET/3 E-5) SEE NOTE 2. ANTENNA CABLE lV\(L",\. l-C",, __ TO SHELTER (TYP.) CONTRACTOR TO VERIFY THA T THE GROUND BAR IS GROUNDED TO THE ~ANTENNA GROUND #6 AWG BAR, SIMILAR TO ,----+Hhl ~~~U~~7'B~~U~ETAR TOP OF MONOPOLE, TOWER OR RING ______ --.J TOWER OR WAVEGUIDE LADDER 1 TYP COAX GROUNDING SCALE: NTS r ll:ILIA ~ <$iit ~ TYPE SS -'1EL!i> TYPE HA ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) -----~ CABLE GROUND KIT ------" #6 Awe STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) 12" TO 24" 2 1/2"11> MAX CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE .tillI.E.S.;.. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO-HOLE LUG. 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. 2 CABLE GROUNDING SCALE:NTS ~ ~ fJ .r::fE.E.....J: DTI.....II.!l. JJ::E..LYl!. ~ , ~ TYPE VS IYPE GI IIIG ~ 5 TYPICAL EXOTHERMIC WELD CONNECTIONS SCALE: NTS STRANDED CU WIRE WITH GREEN, 600V. THHN/THWN INSULATION. '. \ SIZE AS SPECIFIED ,----A---, GROUND BAR ON WALL. FLOOR OR ON ANTENNA GROUND LEADS TO EACH SECTOR GROUND BAR TOWER COAX CABLE GROUND LEADS o 0 ©,©© 0 0 0 © 0 ©©©O 0 0 00 0000 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TWO-HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 • 1 1/4'"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE EXOTHERMIC WELD WITH #2 AWG SOLID TINNED 0 0 0 0 • GROUND BARS AT 80nOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION BARE CU WIRE OR STRANDED CU WIRE WITH GREEN. eoov. THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING. RING GROUND OR MGB 0 0 0 0 0 0 0 0 7 TOWER MASTER GROUND BAR CONNECTIONS SCALE:NTS 0 0 ©©© 0 0 ©© 0 0 0 00 0 0 0 o 0 .!:iQIE.; -PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 0 © EXISTING GROUND BAR & CONNECTIONS !iQIE.: INSPECTION WlNDOW REQUIRED FOR ALL INTERIOR TWQ-HOLE CONNECTORS BUTT CONDUCTOR INSULATION UP AGAINST THE CONNECTOR BARREL CLEAR HEAT SHRINK (SEE NOTE) TINNED COPPER GROUNDING BAR SIS FLAT WASHER sis BOLT (I OF 2) "00 NOT -----' DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS OUTDOOR IS BLACK HEAT SHRINK. INDOOR IS CLEAR HEAT SHRINK. 3 TWO HOLE LUG SCALE: NTS RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER 0 O©© @©©© 0 0 0 0 0 TWO-HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 • I 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. 0 0 0 0 0 0 0 0 La HOUSING 'ae ELECTRIC CONDUIT 2" LlQUIDToocl-'<c-'--,",O, 10 co~~~i MN~:S ~1~~iQUI1 FOR HyBRID CABINE1, COUPLIN CABLES N88711 #8436 CONNECTI ,CW BADERY CABINET 2" LIQUID TO TIGHT GROUNO olJ----Htl-H 2" PORT WI ADAPTOR 2" RGS 'IG CONDUIT COUPLING BAR INSI E-88711 ~~~"~B~,"~ET~~~~~~t~t::::::::J \. 2" LlQUIO TIGHT 2" RGS 'Ie CONDUIT COUPLING #88711 \( C2O"N DRUGiST DTC O, , TIGHT #8435 \~ 2" LIQUID EXISTIN~~ ---------\ "~~,~:; /j' " Gee" RING MGB #2 TINNED BCW RING EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY MAY VMY. 4 CABINET GROUNDING SCHEMATIC SCALE: NTS NOTE. #2 TINNED GROUND FROM ANTENNA/RRU MOUNTING PIPE 'PROVIDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 0 0 © 0 0 © 0 0 0 0 0 0 0 HYBRID CABLE GROUND LEAD © EXISTING 4".12".,/4" THK., TINNED GROUND BAR & CONNECTIONS 6 SECTOR GROUND BAR CONNECTIONS SCALE: NTS PREPARED FOR: 1301 EAST LOOKOUT DRIVE RICHARDSON. TX 75082-4124 I:ALTROP Telecom 960 WEST ELLIOT ROAD SUITE 116 Mic Phil 2013 '" A PI .0 609:1 .56 -04'00' RHODES DE05AL545 SBA SITE 10# C01 0489-A02 0477 COUNTY RD 233 RIFLE, CO 81650 GROUNDING DETAILS E-5 o