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HomeMy WebLinkAboutB15-0420 plans approved 2.5 EQUIPMENT DEPLOYMENT j� ;� � , � � _i---' v, DN13XC415 169 NORTH FRONTAGE ROAD VAI L, CO 81657 � EAGLE COUNTY � a LATITUDE: 39.646103° TM LONGITUDE: -106.358842° Know what's belOW. CONCRETE TOWER� 128' C1II before you dig. COLORADO MARKET CODE AREA MAP PROJECT SUMMARY SHEET INDEX SITE INFORMATION: SHEET DESCRIPTION ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED SITE NAME: US WEST TOWER T� TITLE SHEET IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING SITE �: DN13XC415 SP1 SPRINT SPECIFICATONS CODES AS ADOPTED BY THE LOCAL COVERNINC AUTHORI71E5. NOTHING IN 7HESE PlANS IS TO BE CONSTRUCTED TO PERMIT SI7E ADORESS: 169 NORTH FRONTAGE ROAD SP2 SPRINT SPECIFICATONS WORK NOT CONFORMING TO THESE CODES. CITY, STATE & ZIP: VAIL, CO 81657 5P3 SPECIAL INSPECTION INSTRUCTIONS COUNTY: FAGLE q� OVERALL SITE PLAN BUILDING/DWELUNG CODE IBC ZO�P I SITE LOCaT10N S7RUCTURAL CODE iec Zo�z PROPERTY�TOWER OWNER: az SITE Puuv MECHANICAL CODE IMC 2009 COMPANY: CENTURYLINK A3 EX. & NEW EQUIPMENT PLANS ELECTRICAL CODE NEC 2011 CONTACT: KIM JENSEN A4 EX. & NEW ANTENNA PLANS, ANTENNA & RRU SPECS FIRE/UFE SAFETY COOE IFC 2009 ADDRESS: A5 ELEVATIONS ACCESSIBILITY REQUIREMENTS: L A6 EQUIPMENT DETAILS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. PHONE: (970) 401-1491 A7 RFDS HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN �� A8 COLOR CODING ACCORDANCE WITH THE 2012 IBC BUILDING CODE. SPRINT CONSTRUCTION MANAGER �CM�: qg EQUIPMENT DETAILS C�MPANY: SPRINT E� EXISTING AC & DC POWER DISTRIBUTION CaNTACT: BRANDON WHINERY EMAIL: BRANOON.WHINERY�SPRIN7.COM EZ GROUNDING DETAIIS PHONE: (303) 505-5750 PROJECT DESCRIPTION VICINITY MAP sPRINT PROJECT MANAGER: COMPANY: SPRINT CONTACL• DANIELE L. HUXTABLE SPRINT PROPOSES TO MOOIFY AN EXISTING UNMANNED EMAIL: DANIELE.HUXTABLEOSPRINT.COM TELECOMMUNICATIONS FACILI7Y s�re�ecaT�en PHONE: (720) 420-6915 • INSTALL (3) NEW PANEL ANTENNAS (1 PER SECTOR) SITE ACQ. PROJECT MANAGER: • INSTALL (3) NEW RRU'S (1 PER SECTOR) COMPANY: CENTERLINE SOLUTIONS, LLC • INSTALL (3) NEW FIBER JUNCTION CYLINDERS (1 PER SECTOR) CONTACT: AMANDA BERNARD • INSTALL (3) NEW POWER JUNCTION CYLINDERS (1 PER SECTOR) EMAIL: ABERNARDOCENTERLINESOLUTIONS.COM • INSTALL (1) NEW BBU KIT IN EXISTING MMBS CABINET PHONE: (404) 304-3066 �� L ��' A&E FIRM: COMPANY: CENTERLINE SO1U710N5, LLC � �: �,�„ , CONTACL• JEFF NOSEWORTHY ;; � EMAII: JEFFN�CENTERIINESOLUTIONS.COM PHONE: (303) 993-3293 X 414 �� SIGNATURE BLOCK DRIVING DIRECTIONS PROJECT TEAM APPROVAL SIGNATURE DATE FROM INTERSECTION OF I—ZS & I-70: SITE ACQ. MGR WB 1-70 TO EXIT 176 � � SITE IS VISIBLE ON THE RIGHT S r i n t �C E N T E R L I N E CONSTRUCTION MG � �, SOLUTIONS AdcE MGR Advancing Wireless Nehvorlcs 6100 SPWNT PARKWAY 16360 TABLE MOUNTAIN PARKWAY PLANNING C�NS. OVERLAN�PARK KS 56251 Golden,CO 50403 TEL:(913)624-6000 303-993-3293 RF MGR WWW.CENTERLINESOLUTIONS.COM RF ENGINEER PROPERTY OWNER PREPAREU S ri nt� � p 6100 SPWNT PARKWAY OVERLAND PARK,KS 66251 (� Q 11/30/15 REV CONST Q 10/7/15 FlNAL CONST Qj 4/28/15 t00X CONST Q 4/28/15 90X CONST REV. �ATE REYISION DESCRIPTION ISSUED FOR CONSTRUCTION PREPAftED �CENTERLINE SOLUTIONS Advancing Wire(ess Nehvoiks 16360 TABLE MOUNTAIN PARKWAY Golden,CO 80403 303-993-3293 W W W.CENTERLI N ESOLUTIO NS.COM 11/30/2015 ALL SCALES AFtE SE7 FOR A SRE"D"24"X.'.5"SFIEET Pf:OJECT INfORMATION: US WEST TOWER DN13XC415 169 N. FRONTAGE RD va�, co a�ss� EAGLE COUNTY DRAN!N BY: CHECKED BY: APPF:OVED BY: ML JN KS SHEET TITLE: TITLE SHEET SHEETNUMBER , �� RE(�U{RED SPECIAL 1NSPECTtC1NS: S7�EL G(�I�[STFtUCitON(fi�C TAELE 17U4.3): kEC�'U VERIFICATION&INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1.MATERIAL VERIFICATION OF HIGHSTRENGTH BOLTS, NUTS AND WASHEP.S: A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM APPLICABLE ASTM MATERIAL .� j STANDARD SPECIFIED IN THE APPROVED X SPECIFICATIONS:AISC 360, CONSTRUCTION DOCUMENTS. SECTION A3.3 B.MANUFAGTURER'S CERTIFICATE OF COMPLIANCE X _ REQUIRE�, 2.INSPEC710N OF HIGH-STP.ENGTH BOLTING: X ,� A.BEARINGTYPE CONNECTIONS. X AISC 360,SECTION M2.5 B,SLIP-CRITICAL CONNECTIONS. X 3.MATERIAL VERIFICATION OF STRUCTURAL STEEL A.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIEDINTHEAPPROVED - - CONSTRUCTION DOCUMENTS. ASTM A6 OP.ASTM A568 B.MANUFACTURER'S CERTIFICATED MILL TEST _ _ REPORTS. 4.INSPECTION OF FIELD\NELDING: - - A.STRUCTURALSTEEL - - 1.COMPLETE AND PARTIAL PENETRATION X _ GROOVE WELDS. 2.MULTI-PASS FILLET WELDS X AWS D1.1 3.SINGLE-PA55 FILLET WELDS>5/s'• X - 4.SINGLE-PASS FILLET WELDS<OR=%fi'. - X 5.FLOORAND P.00F DECK WELDS. - X AWS D1.3 CONGRETE C{?F€S'E'F�iJCZ[C.FM(L6C'fA6LE 17A4 4� REQ'D VERIFICATION 81NSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 7!1.INSPECTION OF REWFOP.CING STEEL INCLUDING _ �( ACI 318:3.5.7.1-7J PRESTRESSING TENDONS AND PLACEMENT. 2.INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DUP.ING PLACEMENT OF CONCRETE WHERE - ALLOWABLE LOADS HAVE BEEN INCREASED. 3.VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 3'18:4,5.2-5.4 4.AT THE TIME FRESH CONCRETE IS SAMPLED TO ASTM C172 FA6P.ICATE SFECIMENS FOR STRENGTH TESTS.PERFOP.M X _ ASTM C31 SLUMP AND AIR CONTENT TESTS,AND DETERMINE THE ACI 318:5.6,5.8 TEMPEP.ATURE OF THE CONCRETE. 5.INSPECTION OF CONCP.ETE AND SHOTCRETE PLACEMENT X _ ACI 318:5.9,5.10 FOR PROPER APPLICATION TECHNIQUES. 6.INSPEGTION FOR MAINTENANCE OF SPECIFIED CURING _ �( ACI 318:5.11-5.13 TEMPERATUP.E AND TECHNIQUES. 7.INSPECT FORMWORK FOR SHAPE.LOCATION AND _ �( ACI 318:6.1.1 DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. :8.CONCP.ETE BP.EAK TESTS FOP.7-DAY AND 28-DAY N/A SAMPLES. SoIL5 tC6C TABi.�17[fA:�) REQ'D VERIFICATION&INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1.VEP.IFY MA7EP.IALS BELOW FOOTINGS AP.E ADEQUATE TO _ X _ ACHIEVE THE DESIGN BEARING CAPACITY. 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH _ X _ .::i:.�.:':AND HAVE REACHED PROPER MATEP.IAL. 3.PERFORM CLASSIFICATION AND TESTING OF _ X _ CONTP.OLLEO FILL MATERIALS. 4.VEP.IFY USE OF PROPEP.MATERIALS,DENSITIES AND LIFT THICKNESS�UP.ING PLACEMENT AND COMPACTION OF X - - CONTP.OLLED FILL. 5.PP.IOR PLACEMENT OF CONTROLLED FILL,OBSEP.VE SUBGRADE AND VERIFI'THAT SI?E HAS BEEN PREPARED - X - PROPERLY. �FE&IAL INS£'ECTION CdORC�INR7tON: � SPECIAL INSP�GTIONS APPLIC4BLE TO CONCRETE GONSTRUCTION ARE ONLY REQUIRED FORTOWER FOUNDATION.SPECIAL WSPECTIONS AP.E NOT P.EQUIP,ED FOP.CMU WALL FOUNDATIONS,SHELTEP.FOUNDATIONS OR GENEP.ATOP.PAD FOUNDATIONS. MASONRY SPECIAL NOTES: LEVEL 1 REQUIR�D VERI'FtGATIi)N ANb INSP��71t)N'Q�MASONRY CQNSTRUC'i10N (IEC 7A�L�'17U4.5,1): FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA REQ'D VERIFICATION AND INSPECTION TMS 402/ACI TMS 602/ACI CONTINUOUS FERIODIC IBC SECTION 530/ASCE Sa 530.1/ASCE 6a !1 1.COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION _ X _ _ DOCUMENTS ANQ THE APPROVED SUBMITTALS ART.1.5 <�: SHALL BE VEP.IFIED. '�. '�. 2.VERIFICATION OF fn AND fqq� PP.IOP.TO CONSTRUCTION EXCEPT WHEP.E - X - - ART.1.4B ? SPECIFICALLY EXEMPTED BY THIS CODE. i 3.VEP.IFICATION OF SLUMP FLOW AND V51 AS �:;DELIVERED TO THE SITE FOR �( - - - ART.1.56.1.b.3 s!!SELF-CONSOLIC7ATING GP.OUT. "<4.AS MASONRY CONSTP.UCTION BEGINS,THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A.PP.OPOP.TIONS OF SITE-PP.EPARED X ART.2.6A MORTAR. B.CONSTRUCTION OF MORTAR JOINTS. - X - - AP.T.3.36 C.LOCATION OF P.EINFORCEMENT, CONNECTORS,PRESTRESSING TENDONS - X - - AP.T.3.4,3.6A AND ANCHOP.AGES. 5.DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: A.SIZE AND LOCATION OF STP.UCTURAL X ART.3.3F _....r.;' ELEMENTS. - - - f" B.TYPE,SIZE AND LOCATION OF ANCHOP.S,INCLUDING OTHER DETAILS OF SEC.1.2.2(e), ANCHORAGE OF MASONRY TO - X - 1.16.1 STRUCTUP.AL MEMBERS,FRAMES OR OTHER CONSTRUCTION. C.SFECIFIED SIZE,GP.ADE AND NFE OF �EINFORCEMENT,ANCHOR BOLTS. _ X - SEC.1.15 ART.3.3F PP.ESTP.ESSING TENDONS AND ANCHORAGES. SEG 2.1.9J.2, D.WELDING OF REINFORCING BA�S. X - - 3.3.3.4(b) E.PREPARATION,CONSTRUCTION AND FROTECTION OF MASONRY DUP.ING COLD WEATHER(TEMPERATURE BELOW 40°F) - X SEC.2104.3,2104.4 - ART.1.8C,1.8D OR HOT WEATHER(TEMPERATUP.E ABOVE 9D"Fl. 6.PRIOR TO GROUTWG,THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A.GP.OUT SPACE IS CLEAN, - X - - ART.3.2D B.PLACEMENT OF P.EINFOP.CEMENT AND CONNECTORS,AND PRESTRESSING - X - SEC.1.13 ART.3.4 TENDONS AND ANCHOP.AGES, C.PP.OPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR - X - - ART.2.6B BONDED TENDONS. D.CONSTRUCTION OF MORTAR JOINTS. - X - - AP.T.3.36 '�.7.GROUT PIACEMENT SHALL BE VERIFIED TO X _ _ _ ENSURE COMPLIANCE: AP.T.3.5 :8.PREPARATION OF ANY REOUIRED GROUT !SPECIMENS.MORTAP.SPECIMENS AND/OR - X SEC.2105.2.2,2105.3 - AP.T.1.4 :PP.ISMS SHALL BE OBSEP.VED. . _ �s� � ... ��rl��V���..:. s�f 1 '�����... i �te:n_ I� -�<- , ,� �'f. ..T 1 ISITE PLAN IT NV MMBS (SEE SHEET A3) IT EQUIPMENT ROOM :ET A3) ;1) NEW 2.5 BBU (. MMBS NING EOUIPMENT ROOM >HELTER) ND EQUIPMENT (BY OTHERS) �PRINT NV ANTENNA TO R SPRINT 2.5 AND RRU PER (SEE SHEET A4) �PRINT NV ANTENNA TOR SPRINT 2.5 AND RRU PER (SEE SHEET A4) .������:a. �Ir/!ra _ � / `��,� / Z —U/ — (•� .._.,_. � 4' 0 8' i 6' 24' $CHLE: 1/8°=1'-0� SCALE:AS NOTED PREPARED S �`I Cl t� n p 6100 SPRINT PARKWAY OVERLAND PARK,KS 66251 � 17/30/15 REV CONST Q 10/7/15 FINAL CONST Qj 4�28/15 100R CONST Q 4/28/15 90X CONST REV. DATE REYISIOfV DESCRIPTION issuEO Foa: CONSTRUCTION �lANS PREPARED 6Y: �CENTERLINE SOLUTIONS Advancing W�ie(ess Netwoi/cs 16360 TABLE MOUNTAIN PARKWAY Golden,CO 80403 303-993-3293 W W W.CENTERLIN ESOLUTIO NS.COM 11/30/2015 ALL SCALES AFtE SE7 FOR A SIZE"D"24"X3R"SHEET PROJECT INFORMATION: US WEST TOWER DN13XC415 169 N. FRONTAGE RD VAIL, CO 81657 EAGLE COUNTY DRAP!N BY: GHECKED BY: APPROVED BY: ML JN KS SHEET TITLE: NUMBER SITE PIAN 'V v�V -VV V V V EX SPRINT RRU'S �-`���-��-� EX SPRINT RRU'S ����y��� ALL MODS TO EQUIPMENT PLATFORM MOUNTED INSIDE TOWER \ '��.`�,,������� MOUNTED INSIDE TOWER \ '�b.;,�������� BASED ON SA PROVIDED BY SSC ON 7YP OF (2) PER SECTOR \� ��'�������� TYP OF (2) PER SECTOR �'�������� JUNE 5. 2015 MUST BE CONFIRMED �-����� \� `'�����- TO BE COMPLETE BEFORE ANY `'�- \ `' INSTALLATION OF 2.5 EQUIPMENT � 2.5 GAMMA SECTOR 270' AZIMUTH \ � EX SPRINT HIBRIFLEX � � EX SPRINT HYBRIFLEX � � CABLE / / � CABLE \ EX SPRINT NV ANTENNA� I� 1 NEW SPRINT 2.5 ANTENNA \ EX SPRINT NV ANTENNA� Y (1) PER SECTOR � (PER SECTOR ON NEW MOUNT (1) PER SECTOR / � \ NV q (SEE DET. 5/A6) \ NV GAMMA SECTOR / / �pNq l l � 270' AZIMUTH \ I � '��MV y r�R NEW)UNISTRUTRTO BE5ATTACHED � I (1) NEW SPRINT 2.5 ANTENNA `� yy,q�� �/ PER SECTOR ON NEW MOUNT � / \ � (SEE DET. 5/A6) � d � 2�5 qCA 7 Nq EX SPRINT NV ANTENNA \ f � \ � l � �IM�HCroR (1) PER SECTOR � EX SPRINT NV ANTENNA (1) PER SECTOR (1) NEW SPRINT 2.5 RRU ON NEW UNISTRUT TO BE UPPER LEVEL OF EX. +a� UPPER LEVEL OF EX. ATTACHED TO WALL TOWER TOWER EX IDEN ANTENNAS EX IDEN ANTENNAS TO BE REMOVED AS NEEDED TO BE REMOVED AS NEEDED EX SPRINT NV ANTENNA EX SPRINT NV ANTENNA �_ (1) PER SECTOR � (1) PER SECTOR oF N� o� N` v� (1) NEW SPRINT 2.5 V� �N ANTENNA PER SECTOR �N a ON NEW MOUNT ¢ �b z� o n' a' iz' (SEE DET. 5/A6) w b z' ° a' a' �z' mm mm z' sca.E: i/a'=i'-o' iA� scxE: i/a'=i'-o' N 1 EXISTING ANTENNA PLAN SCALE:AS NOTEO 2 NEW ANTENNA PLAN SCALE:AS NOTED KMW—ET—X—WM-18-65-8P ANTENNA WEIGHT: 36.4 LBS BRACKET WEIGHT: 11.6 LBS ' ' �� � FREQUENCY RANGE: 2496-2690 MHZ ;���E0��� 4.3° SAMSUNG - RRH-V3 '����- i � -� RRH WEIGHT: 59.5 LBS -� � _� � ( � '�� RRH BRACKET WEIGHT: 12.32 LBS �a�Q.,�,,,_ � . J FREQUENCY RANGE: 2500 MHZ 15' �...... �� // � �� � 0 0 °O°°° 0000v0000 O ovooa 00000 000000000 ooaaa o00000000 oa000 000000000 � 00000v000 � � o000000ao � 000a00000 N 000a00000 aooaaaooa � � 0000a000a ;r, � o 0 a• o �' 2' s' 6' 0 1' 2' 3' •• • •! •�Q•• SCALE: 1'=1'-0' $CALE: 1'=1'-0' 3 2.5 ANTENNA SPEC SCALE:AS NOTED 4 RRU SPEC & PORT LAYOUT SCALE:AS NOTED PREPARED S �'IY'lt� n � 6100 SPRINT PARKWAY OVERLAND PARK,KS 662A Q 17/30/15 Q 10/7/15 Qj 4/28/15 � 4/28/15 REV CONST FlNAL CONST 100R CONST 90X CONST F:EV. DATE REVISION DESCRIPTION ISSUED FOR CONSTRUCTION P0.EPARED 6Y: CENTERLINE SOLUTIONS Advancing Wire%ss Nehvoi/cs 16360 TABLE MOUNTAIN PARKWAY Golden.CO 80403 303-993-3293 W W W.0 ENTERLIN ESOLUTIO NS.COM 11/30/2015 ALL SCALES ARE SET FOR A SIZE"0"24"X7,Fi"SHEET PROJECTINFOF:MATION: US WEST TOWER DN13XC415 169 N. FRONTAGE RD VAIL, CO 81657 EAGLE COUNTY DP.AWN BY: CHECKED BY: APPROVED BY: ML JN KS SHEET TITLE: � EX. & NEW ANTENNA PLANS, ANTENNA & RRU SPECS ISHEET NUMBER . , C.L. NV BETA ANTI ELEV. 1 15'-0" �C.L. NV ALPHA AN ELEV. 101'-0" EX DISH ANTENNA (BY C.L. NV GAMMA AP ELEV. 96'-0" EX �FIRST FLOOR ELEV. 0'-0" SCALE: S/32�=1'-0� 1 �EXISTING EAST ELEVATION ,�C.L. 2.5 BETA ANTENNAS ELEV. 115'-6" (1) NEW SPRINT 2.5 ANTENNA� PER SECTOR (SEE SHEET A4) C.L. 2.5 ALPHA ANTENNAS ELEV. 101'-6" EX D15H ANTENNA (BY OTHERS)� C.L. 2.5 GAMMA ANTENNAS ELEV. 96'-6" �FIRST FLOOR ELEV. 0'-0" EX SCALE:AS NOTED� 2 �NEW EAST ELEVATION I x W _ RF WARNING SIGNAGE & STRUCTURAL NOTES/SPRINT EMERGENCY SIGNAGE NOTES: STRUCTURAL SERVICES COMPLIANCE CONTRACTOR TO CONFIRM THAT THE SITE NOTE: IS COMPLIANT WITH RF WARNlNG SIGNAGE p rypRK SHALL COMMENCE N7THOUT THE & EMERGENCY SIGNAGE AS REQUIRED BY ppROVED STRUCTURAL THE FEDERAL GUIOELINES & AS PER OWER/ANTENNA/MOUNT ANALYSIS REPORT SPRINT I ELINES. SIGNED AND SEALED) TO BE PROVIDEO UNDER SEPARATE COVER. CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER/ANTENNA/MOUNT ANALYSIS REPORT SUPPLIED BY SPRINT AN� MODIFY IF REOUIR£D ALL APPLICA@LE MEMBERS AS INDICAT£D IN CER7IFIED STRUCTURAL REPORT PRIOR TQ INSTALLATION ON STRUCTURE. ANTENNA NOTES: 1. THE SIZE, HEICHT AND OIRECTI�N OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 2. CON7RACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH SPRINT REPRESENTATIVE. 3. ALL ANTENNA AZIMUTHS ARE TO BE TAKEN FROM TRUE NORTH. DISH ANTENNA (BY OTHERS) SPRINT ANTENNA, TYP : SHEET A4) ANTENNAS BY OTHER EX SPRINT HYBRIFLEX CABIE (NOT VISIBLE) MONOLITH TOWER EX SPRINT EQUIPMENT INSIDE EQUIPMENT SHELTER (NOT VISIBLE) k�ii�t:VV� •.<s'V,V 1 1 �,,,,� r,_ .. �... ..�.�'CA lL. .... ��_ � �,�) _./� .. � . � l \%. ._ - ._.. ��;,� 1 s• o ,o� �• �� SCALE: 3/32"=1'-0� PREPP.RED S ri nt� � � 6100 SPWNT PARKWAY OVERLAND PARK,KS 66251 Ir�` � 11/30/15 REV CONST � 10/7/15 FINAL CONST Qj 4�28/15 100R CONST � 4/28/15 9076 CONST REV. DATE REVISIOfI DESCRIPTION ISSUED FOR CONSTRUCTION wns aaEVnaEO sr: �CENTERLINE SOLUTIONS Advancing Wti'e(ess NetwoiGs 16360 TABLE MOUNTAIN PARKWAY Golden,CO 80403 303-993-3293 W W W.0 ENTERLIN ESOLUTIO NS.COM 11/30/2015 ALL SCA.LES M.E SET FOR A SIZE"D"24"X3fi"SHEET PROJECT WFORMATION: US WEST TOWER DN13XC415 169 N. FRONTAGE RD VAIL, CO 8/657 EAGLE COUNTY DRAN!N BY: CHECKED BY: APPROVED BY: ML JN KS SHEET TITLE: ELEVATIONS SHEETNUMBER EX. BBU CABINET ��� , EX. MMBS CABINET ; z ;•',+'Gfi�'� k ; s7 ,il's NEW x' h� • BATTERY ,,, EX. DC DISTRIBUTION .........° ; � � � �s.: * ��r,� STRING // .:...., , .,,�u, �yW � , ,. ......... ........ ,y r y.;, �o aa..ne a�no n-na� �.u, �, EX. RECTIFIERS ��o`° ;f �,� `# EX. BATTERY STRING �z. �v,�,' X3, TYP. NEW 2.5 BBU KIT o�y ` � , (PER RFDS) ' . � � � � � f ;� EX. LTE (FDD) BBU , � �� �' � ��i>� � � ii � � � � � ; 4;i � +� � % � � � : � � n �,�iz�„i:: � � n EX. CDMA BBU " y� '� '� '� � � >� � '���"�� ' ' yW��,r� .:,�.s» o b k � � �' � � �� Wa �� � � �� 7 � � ;; : ;Y � -� � . '� l' . '>'�HNX. . N/ ��/�j" �% ��.' EX. QUX� .�/ � ��:' ..% �. �r � ;`%�s `` y EQUIPMENT ,�n,..� , ,� �' � y' �, '�. � �� '�riir� �� '� � r �„��.,:��� � � cse�s. a c�;ti P q s�"'°r` ' EX. DC SPD BLOCK � ; ;' � �� �:r�s�� -.,��"st:�` �x: � � ��;. , f� � � 1 EX. MMBS CABINET SCALE:N.T.S. 2 EX. MMBS CABINET W/2.5 EQUIPMENTsc,n�e:N.T.s. 3 EX. BBU CABINET SCALE:N.T.S. 4 EX. BBU CABINET W/2.5 EQUIPMENT SCALE:N.T.S. EX. BRICK/BLOCK WALL NEW 2.5 ANTENNA (TYP.) NEW 2.5 ANTENNA MOUNTING BRACKET (TYP.� NEW 2.5' MOUNTING PIPE i � iy p : ��I E°:^£'.� �, ..:..,. 6� —UN$TRUT ON W,q���ED TO �� ANDREW WALL MOUNT (SEE DEi.t/A9) �����' � ��� KIT (P/N MT-221) � V f � � � NEW JUMPER FROM FIBER �a���� "°' � � � / � & POWER JUNCTION ���� 2.5" MOUNTING PIPE CYLINDERS TO NEW 2.5 _ RRU (TRIM TO FIT) W� (2) �" / U—BOLTS NEW }" JUMPERS FROM RRU TO ANTENNA NEW RET CABLE FROM� RRU TO ANTENNA REMOVE PE PIPE CAP ON EX. FIBER & OC POWER CABLES AND C�NNECT TQ NEW POWER & FIBER JUNCTION CYLINDERS EX. MEDUSA JUNCTION CYLINDER WITH (2) SPARE DC dc FIBER CABLES (TYP. PER SECTOR)� EX. HYBRIFLEX CABLE (TYP. PER SECTOR) 5 MT-221 MOUNT SCALE:N.T.S. 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G' � .'�pt3i'.�I.luf3r,Gf]r��riEfl�lBf(�rj � i•Ivt�r`�ars€r�r f�`abk�?++IakefA�?r�c9et a s, Hy�r��irY��ieP��f a I-i�srr��er��n ea�x��(e r�laK�fN�aael ; I�crrE�;un Crra>:��f.:[��y � ,�ud�Yi�n�i�P�ar��nr��r�q��r��? fal� CONTRACTOR TO OBTAIN MOST RECENT RFDS FROM SPRINT PRIOR TO CONSTRUCTION PANS PftEPARED FOR S ri nt� �. p 6100 SPWNT PARKWAY OVERLAND PARK,KS 66251 � 0 Q 11/30/15 REV CONST MI Q 10/7/15 FINAL CONST MI Qj 4/28/15 100R CONST MI Q 4/28/15 907G CONST Ml REYISION REV. DATE DESCRIPTION BY ISSUED FOR: CONSTRUCTION PlANS PREPARED BY: �CENTERLINE SOLUTIONS Advancing W�i'e(ess Nenvoi✓cs 16360 TABLE MOUNTAIN PARKWAY Golden,CO 80403 ��. 303-993-3293 I WWW.CENTERLINESOLUTIONS.COM 11/30/2015 ALL SCALES AF2E SET FOR A SRE"D"24"X3R"SHEET PROJECT INFORMATION: US WEST TOWER DN13XC415 169 N. FRONTAGE RD VAIL, CO 81657 EAGLE COUNTY DP,AWN BY: CHECKED BY: APPROVED BY: ML JN KS � SHEET TITLE: RFDS SHEETNUMBER NOTES: RRUS & FILTERS TO BE INSTALLED PER MFG.'S SPECIFICATIONS TO BE PROVIDED PRIOR TO INSTALLATION OF THE APPROVED EQUIPMENT PER LATEST RFDS PROVIDED BY SPRINT. WALI 00000 00000 00000 00000 00000 RRU J 9°'�,v1/�r NEW UNISTRUT ATTACHED TO THE _ y WALL WITH }'7C4" ANCHORS BOLTS / Z �1 � ��� � ....,o._.s�. 1 TYPICAL RRU ONE SECTOR WALL MOUNT W/UNISTRUT SCALE:N.T.S. 2 NOT USED SCALE:N.T.S. MPO BOX OPTIC JUNCTION CYLINDER MPO CONNECTOR FIBER 1 FIBER 2 SINGLE ROUTE SFP (X6) POWER 1 POWER 2 POWER JUNCTION CYLINDER 8T8R RRU 3 NOT USED SCALE:N.T.S. 4 CYLINDER SCHEMATIC DETAIL SCALE:N.T.S. NOTES: 1. ONE-LINE SHOWN PER FINAL SPRINT NETWORK VISION CONSTRUCTION DRAWINGS BY ATECS DATED 1 1-78-2013. 2. NO YY�RK TO BE PERFORMED N7THIN � ` THE EXISTINC AC PANEL � , � � ii,;b,I' 4;g,"'b� , � ' EXISTING METER/DISGONNEGT SWITCH t� � E � � �3 �j CENERATOR RECEPTACLE � ��' 100A � � (IF INSTALLEO) � � TO E%ISTING M ���"� UTIUTY TRqN$FER SWITCH dc ���� x°- ��R LOAD CENTER € � ���. SOURCE i A 100A ��£?��3 � // LJ MMBS BBU � � �� GROUND SERVICE J �^ CP$INET CABINET __.: � _ , ` � ���,� = �--, �� ��10 A ;'+f'i�sa�I�;,,.� a�. : �:: CIRCUIT SCHEDULE � ��� _.; �;�.f d �.- NO FROM TO CONFIGURATION o--o�� A €,R � � 1 SOURCE METER CEN7ER E%ISTINC, r-� � EXISTINC � TRIwS:ER SWiTCH Ac �r'� LOADS .,__.., ��'.�� 2 ME7ER/DSC �pqp CENTER EXISTING �^ P�EFEL TO �� TRANSFER SMIITCH Ec GENERATOR o--o^ SCHEDULE � _ �.�` 3 LOAD CENTER RECEPTICLE EXISTING �� 4 TRANSFER &LOAD MMBS CABINET EXISTING ^'�\ ;-� ��� CENTER SUB-PANEL : �.: ; 5 TRANSFER &LOAD BBU CABINET EXISTING � CENTER SUB-PANEL ,, ti �Y�i`s . � �.>9.%�. 'Y-*;s l�-- -� � - �,l 1 EXISTING AC POWER DISTRIBUTION SCALE:N.T.S. 3 EXISTING ONE LINE DIAGRAM SCALE:N.T.S. NOTES: 1. (2) DU BREAKERS TO BE UPGRADED FR�M 16A TO 25A. 2. (3) RRU BREAKERS TO BE UPGRAOED FROM ZOA TO 32A. /� ,,,, � 3. REMAINING/UNUSED RRH BREAKERS TO � , ,, ! .- BE TACCED OUT AS CANNOT BE USED° .. ... ; °� ����...:_.. . . ...... ... _._ � � : i"`;�a s,.,,.,..,,i.,<��. � �• �; �� , •t.1 � "�s s `". � �s �� � _`� ,�� � �8�: .� �-:"�//� �� : ,�y� r a,s s 3���/�4 i , �. �:- ��g i �i , . .. ; : � � i,i �� : .. � �, ^�y��� ` � .. � b , s : �` : tr<s%�'� �i�/ ii � �i r� v' ' � i ..,�, .,.:.i�rr�r�ra.�rri � �3,�/� �iiii� ii�inr%�n �� �����i ��. �� /, ' �z .. . ,.. �i;i� k, ^z .a F „t ? � .� J� ;���. '� �; � .:'�:: •i��j�� � � � �rc��,�� � � � � � � � � � "%/ Y f f h<$ y;� � ll/�'��l,/ .�' /, �� � 2.� 5 � ,�i:::"'.���1 ; , '; : ; : �. -. ' ! _ � <;<,;;�,,,,,, ' exisnNC �c aus� � � � � 0 � 0 � 0 0 0 0 � � � � � � ea� -` ,,,,.,;, ,..u,,,»; �, .i:/.i , ,. ,.. „�:.,,.. ,.�,,.. � . ..... ....._ - O O O O O O � O O � O O O - O O � O � ! � �.��� j .� aD :..,.,,,,,, .._ . � ,,,;:�_�� � 4 � � � `�R , - _ ' ;;?�3�//, a ¢ ¢ 16A 16A 32A 32A 32A 32A � 32A 32A � �!/h'%�% ...... , _. i � � m w 16A 16A 20A A 20A A 20A A ; ;; y .. ��.;;,� i �r„�� ; < , ' ' _: - i � �y ` ' F1 F2 F3 F4 F5 F6 F7 FS F F10 Fit F12 F13 F14 F15 F16 F17 F18 , '".� 't , `;:: (2) EXISTING 16A BREAKERS TO BE UPGRADED TO 25A BREAKER FOR NEW LTE TD DU (3) EXISTING 20A BREAKERS TO BE (3) EXISTING 16A BREAKERS TO BE UPGRADED TO 32A BREAKERS FOR TAGGED OUT AS "CANNOT BE USED" NEW 2.5 GHZ RRU'S 2 EXISTING DC POWER DISTRIBUTION SCALE:N.T.S. 4 TYPICAL DC POWER DISTRIBUTION SCALE:N.T.S. PREPAftEU S ri nt� n � 6100 SPRINT PARKWAY OVERLAND PARK,KS 66251 � � 11/30/15 REV CONST p ,oni,5 FlNAL CONST Qj 4/28/15 100R CONST Q 4/28/15 90X CONST REV. DATE REYISION DESCRIPTION ISSUED FOC 0 N ST R U CTI 0 N PREPARED CENTERLINE SOLUTIONS Advancmg Wire[ess Netwoiks 16360 TABLE MOUNTAIN PARKWAY Golden,CO 80403 303-993-3293 W WW.CENTERLINESOLUTIONS.COM 11/30/2015 I ALL SCALES ARE SET FOR A SIZE"D"24"X35"SHEET PROJECT WFORMATION: US WEST TOWER DN13XC415 169 N. FRONTAGE RD va�, co a�ss� �r+c� courRr ORAWN BY: CHECKED BY: APPROVED BY: ML JN KS SHEET TITLE: �SHEET EXISTING AC & DC POWER N T �IDE NO-OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR *CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. INSPECTION WINDOW REQUIRED FOR BUTT CONDUCTOR ALL INTERIOR INSUl11TI0N UP EXTERNAL TWO-HOLE A�qINST THE TOOTHEAD CONNECTORS CONNECTOR RRU GROUNDS STRANDED CU WIRE 2 TINNED GROUND FROM ANTENNA/RRU 3/8"0x1 1/2" RREL �,. i/4" MIN N�SUTAT�IONN�SIZE ASTSPE�IFED �OUNTING PIPE S/S NUT � MIN S/S LOCK wASHER S/S FLAT GROUND BAR ON �—G OUND LEAD wASHER _____ __________ ANTENNA TOWER I1fII_1 �� HEAT SHRINI ����J�jp�P� �5C0N`` SHRINK O O OO OO O O O O O O 1/ 5/S FLAT WASHER Q QOOQ Q O O O O TINNEDGGROUNDx�AR"&HK., 5/S BOLT (1 OF ) Op Op CONNECTIONS. 1. OUTDOOR 51TES-USE BLACK HEAT SHRINK "DO NOT O O O O O 2. INDOOR SITES-USE CLEAR HEAT SHRINK DISCONNECT" TAG ON a,�.L GROUND O O O O O O O O BAR INTERCONNECTS AND E�UALIZERS TWO-HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. 1 MECHANICAL CONNECTION LUG SCALE:N.T.S. 2 SECTOR GROUND BAR CONNECTIONS SCALE:N.T.S. � � V ✓ ✓ � .... . � � — ��/ —. f,�i \\ \\� ���'�� \ \� � v � �� �� �� �' _ � � � � � '� �. � � "°�"°\ � � "`�'`� �' �� � � , � , � \ � \ \� � h��O�,�� � � V V PIPE (T(PENPERMSECTO) � +�°� �\ � � \\ � ��ry� � NEW 2.5 ANTENNA (TYP. PER SECTOR)� � � �4� � �2 AV'/G STRANDED � NEW 2.5 RRU'S (TYP. PER SECTOR) INSULATED GND WIRE (TYP.) PIPE MOUNT GROUNDED TO EX. '�o� ~ � � /6 AWG S7wuvDED \ SECTOR GROUND BAR "o� JUMPER CABLES (TYP. X9 PER SECTOR) INSULATED GND WIRE (TYP.) � NEW FIBER JUNCTION CYLINDER — � � (TYP. PER SECTOR) �I — — � NEW POWER JUNCTION CYLINDER�� � I I (TYP. PER SECTOR) ^\ _ EXISTING SPRINT (2) EX. SPARE FIBER & DC POWER — - - I I � _�� MMBS CABINET GABLTO INEWEPOWER & IBER�UNCTION EXISTING SPRINT CYLINDERS (TYP. PER SECTOR) �\ \ ,� BATTERY CABINET CYI,INDER (TYPU PER SECTOR) � � � o � NEW 2.5 ANTENNA ON EX. OR � � NEW MOUNTING PIPE AS NEEDED (TYP. PER SECTOR) � EXIS7ING GROUNDED HYBRIFLEX \ � CABIE (TYP. PER SECTOR)�� � ������ NEW 2.5 RRU (TYP. PER SECTOR) � "'�"'� \ � - EXISTING GROUND 8AR 2.5 RRU GROUNDED TO EX. � ----- SECTOR GROUND &4R � � � \ � 3 TYP.ANTENNA GROUNDING SCALE:N.T.S. 4 GROUNDING RISER DIAGRAM SCALE:N.T.S. PREPARE� S �II''lt� n p 6100 SPRINT PARKWAY OVERIAND PARK,KS 66251 � Q 11/30/15 REV CONST � 10/7/15 FINAL CONST Qj 4/28�15 100R CONST � 4/28/15 90R CONST REV. DATE REYISION DESCRIPTION ISSUED FOR CONSTRUCTION WNS PREPARED 6Y: �CENTERLINE SOLUTIONS Advancing Wire(ess Netwoila 16360 TABLE MOUNTAIN PARKWAY Golden,CO 80403 303-993-3293 W W W.0 ENTERLI N ESOLUTIONS.COM 11/30/2015 ALL SCALES AF2E SET FOR A S2E"D"24"X.'.R"SHEE7 PROJECTINFORMATION: US WEST TOWER DN13XC415 169 N. FRONTAGE RD va�, co a�ss� enc� courm� DP.AN!fi BY: CHECKED BY: APPROVED ML JN KS SHEET TITLE: GROUNDING DETAI LS �SHEETNUMBER � f. ALL BOLTS SHALL Bc TIGHTENE� TO SNUG TIGHT CONDITION. 2. ALL NEW STEEL SHALL BE 36 K51 STEEL. 3. ALL 90LTS SHALL BE A325 GALVANI2ED BOtTS. 4. AI1 NEW HOLES SHALL BE PAINT£D WiTH GALVAN�ZED COMFOUND. 5. ALL NEW PARTS SHALL 8E HOT DIPPED GALVANIZED AFfER FABRICATION. fi, AI1 WELQS StiALL BE PER AWS STANAARD. AWS D 1:5. 7, ALL STEEL SHALL BE DETAIIED PfR AISC $7ANDARO. 8. CON7RACTOR SHAt.I PROVIOE AND IN5iAU.ALL AtATFCRM MOOIFICATIQN H.4RDWARE. 9. FIELD VERIFY ALL DtMENStONS BEFORE FABRICATION. 10. ALL NEW PIPE SHALI B£ A53 Gr�lAdE 8 57EEL. 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