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Home My WebLink AboutB13-0519 _ JERSEY BARRIER, TfP. EX. AT&T EOUIPMENT - SHELTER, SEE 2/A1 � EX. CROWNCASTLE MONOPOLE WITH— AT&7 ANTENNAS (PAINTED SW6160 "BEST BRONZE� , ',� �n\ CROWN CASTLE— ... ��' ' \� / \ . . 25'-0" X 51'-0" �r. � ASPHALT LEASE AREA � .••�O': l! J'� � � FUTURE EQUIPMENT—, SHELTER, BY ' OTHERS . i . � . . � \� \ / .' `"r� .� _ - _��-,� _ _ � �'� -r `' . _- '. 'f '��%/ � �.'.�r�,r!%��ii�''��/ !�z5._�_�--- U . \ r`r � - -----�";'��__ - _-_"=e'`�=,[� � � _ -`��^ _, ___ �` ,y __��'1==--, �� i ��> - r � � � rb � � �VD � CROWNCASTLE—,, +� �� MONOPOLE "B" 4 (FUTURE ANTENNAS �� + i BY OTHERS) �4 � � � � u�1 t � J�__ i ! -C;,�`� , , ____-,� - 1 TI1^�—'— "TTj � 1 —T'^..- L'"4�'�_ =.i�1`� k^^°� \� t . � • . � '� . � � ., , t � ... � 'c__-i-�' i i ! _�n�y��:. d � FO»�-� �r- " *�r:' �/ �� r�f�l �G� _�1 ..� , . / ti � '� ��- � � � r 'PERMANENT POWER—" i� � �-��'"- / � ��T��j.,T.'�'� � �^'` �� H-FRAME AND METERS � trt. l� / i �T� } '! � � / TO BE INSTALLED"" ` �,.�"'� � � --- ' � ��1�,.T'� (� � / SPRING/SUMMER 2013 r r --� ,,,_ -- L � _ - - _ _ - - _„ _... _ r � — � ✓ l l�+� I _ .++" � .^ �� I..�^'� —— — __``� I � EX. STORM DRAIN—'` � ,r � �' ^� � � � ---� --� INLET— ---�r �,�.- � .�- � � � � � �-�- ..- .�' -^r � � --EX. BUILDING �/;'/% (�.�.:.- � 1 �i: � � ' _ _� � � � r � � � � � � � r , r ..i' � �� -- ro-""`�t r-:a-'�'r� �.�.:.-� � � � ��..�� 'i ". "� �� — � r•��+ — �„r J J �r � , -- � --�" '."' ',,,. �' "" — —. � —r �• _.�' — — _� ...' � � � � _ r' � � i � �. � � � �' � �' � �"' �' _�� J —,.I � — � �,�, •� — -- — ,�. � �,,,,, � J �-+ _. -- — .. r r — � -- _ S'F�E PL4N 1 ,,,-.,�_o- 2' 0 4' B' /2' �: ,i4•_,•-o• � z ,.��.l��a� �E ��;;� . �'a�� i;�:'.�'� r �M�� •��.��1yt�a'F��'�� -. � � t -� � -�3 � �� 9 ._ ��%f� �:'� ��P�-6A%�r: ��te:� ,,��3 . a �i', � °-�..� ��_... ti. ' 'a _. � .. .__...._� NEW LTE BBU IN EXISTING LTE RACK F _r� �__- � AC I UMTS __ i�-- n � LTE J � FIF i I FlF •i �� ru�cK wrrtr � � wRH � ` ° � ' '�7D5' �FUSE' - i �� -- �---� �---= , , � �---J r----� It i iLINEAGE i �PowER � BATTERY �PLANT i I - T-t t�-1' AC {r===� iC,=i=� q�j--� 7 i r t �. r! �--� COAX MAIN � � PORT . J DISCO. ' . CAM-LOC . �. . GEN. NEW FIBER AND DC POWER RUN-� '' PLUG ' � TO NEW RRH'S, IF REQUIRED rr i. RELOCATED MAIN DISCO AND GENERATOR ' PLUG, PER CROWN CASTLE DESIGN COiAPMENT LAYOUT 2 3�p.� 1_p• XFER SWITCH MAIN PANEL �', I �� REMOVE MAIN � DISCO AND GEN PLUG, PER CROWN CASTLE DESIGN -HOFFMAN BOX a t&t AT&T PROJECT INFORMATION: VAIL VALLEY & SUNBURST DRIVE COL04145 � COL09808 1309 ELK ORN DRNE VNL, CO 81657 CROWN j�: 810108/APP � 189031 .-�, BLACK&VEATCH REV: DATE: DESCRIPTION: BY: 1 2/26/13 PRELIM. ZONING SL 2 4/15/13 ZONING SL 3 5/10/13 REV. ZONING JN 4 4/17/13 PRELJM CONST SL 5 10/8/13 CONSTRUCTION SL PLANS PREPARED BY: 13969 W. 1 st Ave. Golden, CO 80401 P:303-325-5606 F:303-325-5fi29 ��PpU n�U�sf�� d,,,.�oQ��-�aA�FS��'�a s 0 :� 34610 �:� S'.Cin.�.�� SITE PLAN & EQUIPMENT LAYOUT SHEET NUMBER: THE EXISTING TOWER AND ASSOCIATED MOUNTING NARDWARE IS CURRENTLY BEING ANALYZED BY OTHERS TO DETERMINE ITS STRUCTURAL CAPACfIY 70 CARRY THE PROPOSED NEW COAX AND ANTENNAS. THESE DRAWINGS HAVE BEEN CREATED BASED ON THE ASSUMPTION THAT THE STRUCTURAL ANALYSIS WILI SHOW THAT THE TOWER HAS SUFitCIENT CAPACITY TO SUPPORT THE PROPOSED NEW LOADS. INSTALLATION OF THE COAX AND ANTENNAS SHALL NOT COMMENCE UPfTIL AN APPROVED STRUCTURAL ANALYSIS HAS BEEN RECEIVED BY THE OWNER OR ATdcT AND HAS BEEN EX. BUILDING �.��: r � —�� A �% � SOtlTH ELEVATION 2 �/a•- ,�-o- �.<�� <.�r::-wxr:: s�:<� :��.��.�:>::�,,.,;;;::.,� EX. TREE TYP. (BEYOND) ,_i T.O. POLEJ ANTENNAS __ �� ELEV. 57'-0" � TOP OF ELEV. 1 EX. GRADE ELEV. 0'--0' EX. CROWN CASTLE-�'" MONOPOLE WITH FUTURE ANTENNAS, BY OTHERS FUTURE EQUIPMENT SHELTER, BY OTHERS EXISTING CROWN CASTLE--r MONOPOLE WfTH ATdcT ANTENNAS AND RRH'S EX. ATacT EQUIPMENT SHELTER (NOT VISIBLE BEYOND BERM) rNEW ATdcT AWS RRH, PAINT TO MATCH EXISTING, TYP.X3 (t PER . crnrno\ NEW ATdcT AWS RRH TO MATCH EXISTING, ,_ - PNNT TO MATCH TOWER, TYP.X3 T.O. POLE/ ANTENNAS _ _._ ,._. ELEV. 57'-0` � r-f�=- __ :� a „ . _ .;=.y ; � �-� - -:J � � `��--. � ,- M`'-�- -;- _. -��,---�rt•. ��✓ '`-- . ,., .., :, . .. — : . ...:,. ...� � .. ��' � f , � ....�� , , _ . ----�...!.. ..... .......:>_�_.._�!�«�-'---- -. . :.._.. � = EX. AT&T ANTENNAS AND RRH'S, NP. 0 EX. ATdcT EOUIPMENT SHELTER ;+� ��\�'�t' , EX. HIGHWAY 8ER � �, � (BEYOND) �C� E . : �{ �./ %: �T��i''t\t�-'''`-'- ---,+� ��1`'/c! 'i '�' ! \ � ,.:�: , BARRIER ENCLOSURE -EX. CROWN CASTLE MONOPOLE WITH FUTURE ANTENNAS, BY OTHERS EQUIPMENT SHELTER BY OTHERS (NOT VISIBLE} EIEV. 1 EX. GRADE � ELEV. 0'-4" ;fs��M `��O��E�r a'-._..�: . 1 � ....+�.oI�3 #��.�.,.....__ ,�,�x� � �-_...,,-.�.....__ _ ��....... f EX. TREE TYR -EX. BUILDING / � (BEYOND BERM) �.,___ -..�__. �..._,. - --. - ••-'�:;,=_�..:. a t&t AT&T PROJECT INFpRMATION: VAIL VALLEY & SUNBURST DRIVE COL04145 / COL09808 1309 EI.KHORN DRNE VNI, CO 61657 CRQWN �: 810106/APP �j 189031 �-�. BLACK&VEATCH REV: DATE: DESCRIPTION: BY: 1 2/26/13 PREUM. ZONING SL 2 4/15/13 ZONING SL 3 5/10/13 REV. ZONING JN 4 4/17/13 PREIJM CONST SL 5 10/8/13 CONSTRUCTiON SL PLANS PREPARED BY: 13969 W. 1st Ave. Golden, CO 80401 P:303-325-5606 F:303-325-5629 �y Q`�,"� -_.:i�.� o�,�.�Q��R JAMFs•;��O `� � �a: �� 34610 �:� : �c� �o_ . ..,,� � ..�rA:ncd �S/ONA��-� ELEVATIONS SHEEf NUMBER: ATdeT SURGE SUPPRESSION DEVICE� C4 �\ AZIMUTH 270' O D �. C1 e � � 64 � � � N Q B1 EX13TdV4 AMENIVA LAYCWT 1 ��'� �'_p' ATdcT SURGE SUPPRESSION OEVICE C4 AZIMUTH 270' � O ��fl C1 q NEW ATdcT RRH, TYP. X3--- (I PER SECTOR) ,,.�� REFER TO FINAL RFDS FOR ANTENNA CONFIGURATION �.J ab0 84 � 5 � � 2 NEW ANTENWA LAYOUT 3/8'� 1'-0' �.-ATdcT TMA, TYP. X6 (2 PER SECTOR) �A1 o, AZIMUTH 90' 1 � �\ A4 EX. AT&T RRH, TYP. X3 (I PER SECTOR) EX. ATdcT ANTENNA, TYP.X6 (2 PER SECTOR) -ATdcT ThW, TYP. X6 (2 PER SECTOR) �`� A t o AZIMUTH 90' � _ � I 3�, A4 EX. ATQcT RRH, IYP. X3 (I PER SECTOR) -+�- EX. ATdcT ANTENNA, B1 IYP.X6 (2 PER SECTOR) ,� _.�m__. so- �A4 X LTQ __ F��R__ �91 ,E�(�ybff� __�9AX __ 180' l B4 ;�X :_LT�_ _.__1FI8ER -- ;&L�EX___.UMTS I COAX ' 270' !C4_ !Ex_;LTE �F1BER ; � CONTRACTOR TO REFER TO FINAL �CONSTRUCTION RfDS FOR AL� RF DETAILS ANTENNA MOUNTING NOTES: 1, DESIGN AND CONSiRUCTION OF MRENNA SUPPORiS SW1LL CONFORM TO CURRENT ANSI/M-222 OR APPLICABLE LOCJIL CODES. 2, ALL STEEL MAiERIALS SHALL 8£ GALVAN2ED AFTER FABRICATON IN ACCORONWCE WRH I�ST►A A121 21NC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCiS', UNLESS NO1ED 07HERWISE. J. ALL BOL1S, ANCHORS AND 111SCEWWEOUS FiARDWARE SHALL BE GALVANIZED IN ACCORDANCE WRH AS71A A1S3 'ZINC-COATING (HOT-DIP) ON IRON AND S7EEl.. W1RpWARE', UNLESS NO1FD OiHERWISE. 4. DMIAGED GALVANI2ED SURFACES SHALL BE REPNRED 9Y COLD CALVANRINC IN ACCORDANCE WRH ASILI A780. 5. ALL ANTENNA MOUNTS SFWl BE INSfALL£D M/fTH LOCK NUTS, DOUBLE NUTS AND SFIALL BE 70RQUED TO MAWUFACiURER'S RECOMMEND�A710NS. 8. COMTtA�fOR SFiALL INSGLL MfTENNA PER MANUFACNRER'S RECOMMENDATION FOR INSTALU110N AND GROUNDING. 7. ALL UNUSED PORTS ON ANY MrtENWS SFWl BE TERMINA7ED WRH A 50-OHM IAAD TO ENSURE ANIENNAS PERFORM AS OESIGNED. B. PRIOR TO SET'tING ANIENNA AZIMUTHS AND DOWN(ILiS, MlIENNA CONTRACTOR SHALL CHECK 7HE ANfENNA AIOUNT fOR TIGHiT1ESS AND ENSURE THAT TFIEY ARE PI.UMB. ANTENNA AZIMUTHS SHALL 8E SET FROM TRUE NOR7H AND BE ORIEMED WITHIN +/- S7G /5 DFFINED BY THE RFDS. ANTENNA DOWNi1LT5 SFiNl BE W�tFIIN +/- 0.5x AS �EflNED BY 7HE RFDS. REFER TO ND-00246. 9. JUMPERS FROM 7HE TMA'S MUST TERMINATE TO OPPOSRE POURIZA7ION'S IN EACH SECTOR. tp.CONRtACiOR SWLLL RECORD THE SERIAL /, SECTOR, AND POSfiION OF EACH A�CTUATOR INSUII.EO AT iHE MRENNtiS AND PRO!VIDE TNE INFORMATI�N TO AT�T. 11.TW1'S SFWl BE AIOUNTED ON PIPE DIREC7LY BEHINO ANTENNAS AS CLOSE TO ANfENNA AS FEASIBLE PREFERAB�Y W A VERfIGLL POSRION. 12.MITENN�IS SHALL HAVE A 4' MIN CENIER TO CENIER HORIZONTAL SEPARA710N. TORQUE REQUIREMENTS: 1. ALL RF CONNECTIONS SFWl BE TIGFITENEO BY A TORQUE WRENCN. 2. ALL RF C6NNEClIONS, GROUNDING HARDW1IRE AND ANTENN� HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CANTINUOUS STRAIGFif UNE FROM BO7H SIDES OF iHE CONNECTION. 2A RF COMNECTION BOTH SIDES OF THE CONNECTOR. 2.8. CROUNDINC AND AHTENNA WIRDWARE ON 7HE NIJr SIDE STARi1NG FROM iHE THREADS TO 7HE SOUD SURFACE IXAMPLE OF SOIJD SURFACE: GROUND BAR,MI�ENNA BRACKEf METAL 3. ALL BM AMTENNA WIRDYYARE SW�LL BE TGHTENEO TO 9 LP-Ff (12 NM). 4. ALL 12M MtIENNA WIRDWARE SHALL BE 11GHIENED TO 43 l9-FT (56 NAI). 5. ALL GROUND GROUNDINC FIARDWARE SFIALL BE T1CFf�ENED UNfIL iNE LOCK WASHER COLLAPSES AND 7HE GROUNDING HARDWARE IS NO LONGFR LOOSE. B. ALL DIN IYPE CONNECTIONS SHAII. BE TICHTENED TO 18-22 LB-FT (24.4 - 29.8 NM). 7. Nl N IYPE CANNECTIONS SHALL BE TIGHTENm TO 15-2Q LB-IN (1.T - 2.3 NM). FIBER & POWER CABLE MOUNTING NOTES: THE OP71C FlBER TRUNK CABLES SHNL BE INSTNI£D INfO CONDURS, CWWNEL CABLE 7RAYS, OR CABLE TRAY. WHEN INSTALLJNC OPT1C FlBER iRUNK CABLES IHTO A CABLE iR11YS SYSTEAI,THE OPTIC FlBER TRUNK CABLES SIWl 8E INSTALLED 1M0 AN INTER DUCT AND PAR7RION BARRIER SFW1 BE INSTALLm BEIYVEEN THE 800 VQ�T CABLES ANp THE INTER DUCT IN ORDER TO SEGREGATE CABLE 7YPES. OP11C FlBER 7RUNK CABLES SHALL HAVE APPROVED CABLE RESTRAIDRS EVERY (80) SIXN F'EET AND SECURELY FASTENED TO iHE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTiCLE 770 RULES SHALL APP�Y. THE IYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUf15, CWWNEL CABLE TRAYS, OR CABLE 7RAY AND SHALL BE SECUREO AT INrER'VALS NOT D(CEEDING (8) SIX iEEf. AN D(CEPTION;MM1IERE 7YPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO AIAKE A 7RANSRION BETWEEN COMDUITS, GHANN0. CABLE TRAYS, OR CABLE 7RAY WHICH ME SERIANG UiIUZATION EQUIPMENT OR DEVICES,A OISTANCE (6) SIX FEEf SIIALL NOT BE IXCEEDm WIiHOUf COMINWUS SUPPORTING. NFPA 70 (NEC) ARIICLES 338 AND 392 RULES SHALL APP�Y. WHEN INSTALUNG OPTIC FlBFR iRUNK CABLES OR 7YPE TC-ER CABLES INfO CONDUITS, NFPA 70 (NEC)AR'11CLE 300 RULES SHALL APPLY. GENERAL NOTES: 1. R IS THE CON1RAt."TORS RESPONSIBILRY TO VFRIFY ANIENNti TMAS, DIPLEJfERS,AND CO,Uf CONFIGURATON, MIAKE AND AIODELS PRIOR TO INSTALLA710N. 2. ALL CONNECTIONS FOR FUNGERS, SUPPORTS, BRACING, ETC. SFWl BE INSfALLED PER TOIMER AIANUFACTURER'S RECOIAMENDA710NS 3. CON►RACTOR SHALL REfERENCE 7HE TOWER STRUCTURAI.ANALYSIS/DESIGN DRAWINGS fOR DIREC710NS ON GiBLE WSTRIBUTION/ROUTING. 4. ALL OUiD00R RF CONNECTORS/CONNEC710NS SWV.L BE WEATHERPROOFED, O(CEPT 7NE REf CONNECTORS, USING BIJTYI TAPE Af7ER INSTALLA710N AND FlNAL CONNECiIONS ARE MADE 8U1YL TAPE SW�LL HAVE A MINIIAUM OF ONE-W1LF TAPE WIDTH OVERLAP ON EACH 7URN AND EACH UYER S►Wl BE WRAPPED THREE TIMES. WEAiHERPR00FlNG SW1LL BE SAIOOTH WRHOUf BUCKLING. BU1YL. BLEEDING IS NOT uiowEO. 5. IF REQUIRED TO PA1M ANTEkNl�S AND/OR COAX: 5A iEA1PERATURE SHALL BE ABOVE 50' S.B. PAf!!r COLOit MUST BE APPROVED BY BUILDING OWNER/LANDLORD. S.C. FOR REGULATEp TOWERS, FM/FCC APPRONm PNHT IS REQUIREO. S.D. DO NOT PAINT OVER COLOR CODINC OR ON EQUIPMENT MODEL NUMBERS. �V'i �� "�� .•�� 9 q. : .-.: �S +��M1 �at�� _ �,�.��,3 �y:�� _._._--- �.>C) �: � _. � _�-,--__�____ _-�._ . a__ a t&t AT&T PROJECT INFORMATION: VAIL VALLEY dc SUNBURST DRIVE COL04145 / COL0980$ 1309 ELKHORN DRNE va�, co s�� CROWN �: 810108/APP � 189031 � BLACK&VEATCH REV: DATE: DESCRIPTION: BY: 1 2/26/13 PRELJM. ZONING SL 2 4/15/13 ZONING SL 3 5/10/13 REV. ZONING JN 4 4/17/13 PREUM CONST SL 5 10/8/13 CONSTRUCTION S� PLANS PREPARED BY: ��►VY 13969 W. 1st Ave. Golden, CO 80401 P:303-325-5606 F:303-325-5629 O�P��R�Jq,{!Fs F'pF� �:haQ �j+�� .y -0-�: ;� �as�o --t � • o,�'Q�T � 8 ?�D�?`� '�i�sl D N At�-� ANTENNA LAYOUT AND NOTES SHEEf NUMBER: NOTES: 7_ SPACING BE7WEEN EOUIPMENT WITHIN THE LTE RnCK SHALL BE ONE W.CK UNIT (OR APPROXIMATELY 3") GPS SURCE PR7fEri�u J BAR °-60-RM ��Ok— 1 kn�— �1 u ic �RM— E 1� � RM— E DETAIL A 19" LTE EQUIPMENT RACK No sc.uF „ EXiSTING SEC70R +�k'4 EKISTING i MONOPOLE — � RAYCAP SURGE PROTECTION UNIT — e. _a 0 0 0 (7) PROPOSEO 3/8' DC POWER CABLE ROUTEO INSIDE NONMETALUC 3�'�" --,� SEAL-TITE (nP) - (1) PROPOSED 1/4" FIBER CABLE ROU?ED INSIDE NONLIETALLIC 3/4"P SEAL-TITE (STOP 6-6" BEFORE FIBER TERMINATION)(iYP) DETAIL B ANTENIJA AND RRH MOUNT NO SCALE ALCATEL—LUCENT AWS RRH2x60 DIIdENSI0N5, WxDxH: 10.6"a7.7"x20" WEIGHT, WITHOUT BRACKETS: 52.4 IDs . ..�_-�� --� --ANTENNA MOUNTING PIPE s c ---—. ._.------ ' __------- �..------- r�'_� �-� �r�� i� i/ "``_-� i(+ ... ��,�� , �= i i�� :�= , �- ,�_._- �.-�- �r .�°. ,�,,. ; . _-/'�„°"' ^'°_*�'"' � ��_ DETAIL C RRH SPECIFICATIONS (2100 MHz) NO SCALE PROPOSED AWS RRH ON PROPOSED PIPE MOUNT (7Yp) ExisriNc ANTENNA (TYP) [r AISG CABLE (ttP) —PROPOSED 1/2" COAX JUMPER �NP) at&t AT6�T PROJECT INFORMATION: VAIL VALLEY dc SUNBURST DRNE COL04145 � COL09808 1309 ELK ORN DRNE va�, co e�ss� CROWN �: 610106/APP � 18903i � BLACK�YEATCH REV: DATE: DESCRIPTION: BY: 1 2/26/13 PREUM. ZONlNG St 2 4/15/13 ZONING SL 3 5/10/13 REY. 20NING JN 4 4/17/13 PRElIM CONST S� 5 10/8/13 CONSTRUCTION SL PLANS PREPARED BY; 13969 W. 1st Ave. Golden, CO 60401 P:303-325-5606 F:303-325-5629 No: �pfl REG/� �.•4�,ER 1AMFS� :�� `nr;• •��l� ��1 a e �ot�: EQUIPMENT DETAI LS SHEET NUMBER: � �� EX. STORM DRAIN-- " INLET SI7�'Pt�4N � f�*.� �._�. 1 t ► %�j,-�:-_ FIITIIRP FOIIIPAIFNT- �. � FACE OF SHELTER PER ORIGINAL CROWN CASTLE DESIGN ��: �1"��'`i%�i��_ ; , � �-�� 4 < � ��- .� =�r��. �ate:_.e_.t1�z?L13 __., ��. �� _ _ � _.�_ '�°�C �fi"' _ .. . .�.�.Z-' at&t AT&T PROJECT INFORMATION: VAIL VALLEY & SUNBURST DRIVE COL04145 � C0�09808 1309 ELK ORN DRNE VAIL, CO 81657 CROWN �: B10106/APP {� 189031 � BLACK&VEATCH REV: DATE: DESCRIPTION: BY: 1 2/26/13 PRELJM. ZONING SL 2 4/15/13 ZONING SL 3 5/10/13 REV. ZONING JN 4 4/17/13 PRELlM CONST SL 5 10/8/13 CONSTRUCTION Sl PLANS PREPARED BY: J�� 13969 W. 1 st Ave. Golde�, CO 80401 P:303-325-5606 F:303-325-5629 r�Q.V'a :::;';+�I��C,� ��oQ�,ER JA�yFs�'pt+�+� ;� 34610 `�' . � ,�F .T 0 B �� [1.+s41n��F�� ELECTRICAL SITE PLAN SHEET NUMBER: GENERAL CONSTRUCTION NOTES: 1 FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINIilONS SHALL APPLY; GENERAL CONTRACTOR - OVERIAND CONTRACTING INC (8kV) CONTRACTOR: (CONSTRUCiiON) OWNER - AT&T 2 ALL SITE WORK SHALL BE COAIPlETEO AS INDICATED ON THE DRAWINGS ANO AT&T PROJECI SPECIFICATIONS 3 GENERAL CONTRACTOR SHAII VISIT THE SITE AND SHALL fAMIUARIZE HIMSEL� WITH ALL CONDITIONS AFFECTING iHE PROPOSED WORK AND SHAIL MAKE PROVISIONS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARI2ING HIIASELF WiTH ALL CONTRACT DOCUMENTS, FIELD CONOITIONS, OIMENSIONS, AND CONFIRMtNG THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEOING WITH CONSTRUCTION ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OG THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK 4 ALL MATERIALS FURNISHED AND INSTAIIED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES GENERAI CONTRACTOR SHALL ISSUE ALl APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RU�ES, REGULATIONS, AND LAWFUI ORDERS OF ANY PUBLIC AUTHORITY REGARDING TNE PERFORMANCE OF WORK 5 AlL WORK CARRIED OUT SHALL COMPLY WITH AlL APPLICABLE MUNICIPAI. AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDiNANCES, ANO APPLICABLE REGULATIONS 6. UN�ESS NOTED OTHERWiSE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EOUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE ORAWINGS 7 PLANS ARE NOT TO BE SCA�ED 7HESE PLANS nRE INTENDED TO BE A DtAGRAMMATiC OUTLINE ONLY UNlE55 OTHERWISE NOTED DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLE55 OTHERWISE NOTEO SPACING BETWEEN EOUIPMEN7 IS THE MINIMUM REOUIRED CLEARANCE. THEREFORE. IT IS CRITICAL TO FIELD VERIfv DIMENSIONS, SHOULD THERE 8E ANY OUESTIONS REGARDING THE CONTRACT �OCUMENTS, THE CONTRAGTOR SHALL BE RESPONSIBLE FOR OBTAINiNG A GIARIFiCAT�ON FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK DETAILS ARE INTENDED TO SHOWN DE51GN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPAREO 8Y THE ENGINEER PRIOR TO PROCEEDING WI7H WORK B THE CONTRACTOR SHALL INSTALL ALl EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAT�ONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFlED EOUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAI 6Y THE ENGINEER PRIOR TO PROCEEDING 70 GENERAI CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFElY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS iHAT ARE LIKELY TO BE AFFfCTED BY THE WORK UNDER THIS CONTRACT. WORK SHALI CONFIRM TO ALL OSHA REOUIREMENTS AND THE IOCAL JURISDICTION. 11 GENERAL CONTRACTOR SHALL COORDINATE WORK ANp SCHEDULE WORK ACTIVITIES WiTH OTHER DISCIPLINES 12 ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS 53 SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIAIS APPROVED BY LOCAI JURISDICTION CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND D�SPOSE OF ALL DEBRiS 14 WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES ANO NOTES CONTRACTOR SHAII NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONOITIONS THAT DEVIATE FROM THE DRAWiNGS PRIOR TO BEGINNING CONSTRUCTION 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTI�N MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 76.. THE CONTRACTOR SHALL PROiECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS, UNDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL 8E REPAIRED AT CON7RACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION 18. CENERAL CONTRACTOR SHALL COORDINATE AND MAWTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING 19 THE GENERAI CONTRACTOR SHALL BE RESPONSIBLE FOR SECURIN OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB CQMPLETION 20 THE GENERAL CONTRACTOR SHALL MAINTA4N IN GOOD CONDITION ONE COMP�ETE $ET OF PLANS WITH ALL REVISIONS, ApDENDA, AND CHANGE OROERS ON THE PREMISES AT ALL TIMES 2� THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITN A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL 8E WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK I$ BEING COMPLETEO DURING CONSTRUCTION 22 All EXIS7ING AC71VE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REOUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL 8E RELOCATED AS DIRECTED BY THE ENGiNEER EXTREME CAU710N SHOULD 8E USED BY THE CONTRACTOR WHEN EXCAVATiNC OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLl1DE BUT NOT BE LIMITED TO A) FALL PROTEC710N, B) CONFINED SPACE. C) EIECTRiCAL SAFETY, A�D D) TRENCHING & EXCAVATION 23 ALL EXiSTWG INACTNE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, YIHICH iNTERFERE WITH THE EXECUTION OF THE WORK, SHAII BE REMOVED, CAPPED, PLUGGED OR OTHERWISE pISCONNECTED AT POtNTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF iHE WORK, AS DIRECTEO BY THE RESPONSIELE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILiTIES 2a THE AREAS OF THE OWNER'S PROPERTf DiSTURBED Br THE wORK nND N0T COVERED Br TnE TOWER, EOUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, ANO STABILIZED TO PREVENT EROSION 25 CONTRACTOR SHALL MINIMIZE OISTURBANCE TO THE E%ISTING SITE DURING CONSTRUCTiON EROStON CONTROL MEASURES, IF REOUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAI ANO LOCAI JURiSDiCTiON FOR EROStON AND SED�MENT CON7ROL 2fi NO F�LL OR EMBANKMENT MATERIAL SHALL BE PIACED ON FR02EN GROUNDING FR02EN MATERIA�S, S�OW OR ICE SHALL NOi BE PLACEO IN ANY fllL OR EAIBANKMENT 27. THE SUBGRADE SHALL BE BROUGHT TO A SNOOTH UNIFORrA GRAGE ANU COMPACTED TO 95 PERCENT STANDARD PROCTOR �ENSiTY UNDER PAVEt/ENT AhD STRUCTURES ANO 80 FERCENT STANDARD PROCTOR DENSIN IN OPEN SPACE A�L TRENCHES iN PUBUC RiGHT OP WAY SNALL BE BACKFiLLED WiTH FLOWABLE FILL OR OTHER MATERiAL PRE-APPROVED 6Y TtiE LOCAL JURiSDICTION 28 ALL NECESSARY RUBBISH, STUMPS, DEBRiS, STICKS, STONES, AND OTHER REFUSE SHALL 6E REN�OVED FROM 1HE SiTE AND DiSFGSED OF �V A LAWFUL IAhNNER 27 ALL BROCHURES, OPERATWG AND MAINTENANCE MANUALS, CATALOGS, SHOP ORAWINGS, AND OTHER DOCUMENTS SHALL BE iURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION O� CONSTRUCTION AND PRIOR TO PAYMENT 28 CONTRACTOR SHALL SUB�AIT A COMPLETE SET OF AS-BUILT REDLWES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PRO�ECT AND PRIOR TO FINAL PAYMENT 29 CONTRACTOR SHALL IEAVE PREMISES IN A CLEAN CONDITION. 30 1HE PROPOSED FACIUTY WIL� 8E UNMANNED AND DOES NOT REOUIRE POTABLE WATER OR SEWER SERVICE, AND 15 NOT FOR NUMAN HABITAT (NO HAND�CAP ACCE55 REOUIRED) 31 OCCUPANCY IS L1MtTED TO PERIODIC MAINTENANCE ANO INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICiqNS 32 NO OUTDOOR STORAGE OR SOLiD WASTE CONTAiNERS ARE PROPOSED. 33 ALl MATERIAL SHALL 8E FURNISHED AND WORK SHALL BE PERFORMED IN ACCOROANCE WITH THE LATEST REVISION AT&T MOBILITY CROUNDING STANDARD '7ECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING" IN CASE OF A CONFUCT BE7WEEN THE CONSTRUCTION SPECIFICATION AND THE ORAWINGS, THE DRAWINGS SHALL GOVERN. 34 CONTRACTORS SHAU. BE RESPON518LE FOR OBTAINING A1L PERAIRS AND INSPECTIONS REQUIRED FOR CONSTitUCTION. IF COMRACTOR CANNOT OBTNN A PERMR. THEY MUSf NOTIFY iHE GENERAL CONRtACTOR IMMEDUITELY. 35 CONTRACTOR SHAIL REMOVE AI.L TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS 36 INFORMATION SHOWN ON THESE DR4WING5 WAS OBTAINED FROM SITE VISITS AND/OR ORAWINGS PROViDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFV THE ENGINEER OF ANY DISCREPANCIES PRIOR t0 ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCiION 37 NO WHITE STROBE IICHTS ARE PERMITTED LIGHTING IF REOUIRED, WILI MEET FAA STANDARDS AND REOUIREMENTS 38 ALL COA%IAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOAIMENDATIONS GENERAL STRUCTURAL STEEL NQTES: PART i - GENERAL 1.1 SCOPE: A PROV�DE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON THE ORAWINGS OR REOUIRED BY OTHER SECTIONS OF THESE SPECIfICAT10NS 7.2 REFERENCES: A AMERICAN INSTITVTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CON57RUCTION, AIIOWABLE STRESS DESICN (ASD) B AMERICAN SOCIEiY FOR TESTING AND MATERIALS (ASTM). ASTM A36: STRUCTURAL STEEL ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, 21NC-COATED WELDED AND SEAMLE55 ASTM AIOB: STEEL BARS, CARBON, COLD FINISHED, STANDARD OUALIIY ASTM A123: ZINC (HOT-DIPPED GAIVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 P 51 TENSILE STRENGTH ASTM A325: HIGH-STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS.. ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS. 150 (KSI) (1035MPA) TENSILE STRENGTH ASTM A500: COLD-FORMED WELDED AND SEAMLESS CARBON S7EEL STRUCTURAL TUBING IN ROUNDS AND SHAPES ASTM A563: ACRBON AND ALLOY STEEL NUTS ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL ASTM Fa36: HnRDENEO STEEL WASHERS ASTM F959: COMPRESSIBLE-WASHER-'fYPE DIRECT TENSION INOICATOR FOR USE WITH SiRUCTURAL FASTENERS C AMERICAN WELOING SOCIEIY (AWS): AWS AS 1: COVERED CARBON STEEL ARC WELDING ELECTRODES AWS AS_5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES AWS D1.1: STRUCTURAL WELDWG CODE - STEEL D RESEARCH COUNCIL ON STRUCTURAI CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 HOLTS OR ASTM A490 BOLTS" AS ENDORSED BY AISC E STEEL STRUCTURE$ PAINTING COUNCIL (SSPC)� SSPC-SP3: POWER T60L CLEANING SSPC-PAINT 11� RED IRON OXIDE, ZINC CHRQME, RAW LINSEED OIL OR AIKYD PAINT 1 3 SUBM1ITALS: +� SUBMIT THE FOLLOWING FOR APPRpVAL: 1 FABRICATION AND ERECTION DRAWINGS SHOWINC A�� DETAILS, CONNECTIONS, MATERIAI DESIGNA710N5, AND ALL TOP STEEL ELEVATIONS U WELDERS SHALL BE OUALiFiEO AS PRESCRiBED IN AWS D7.1 PART 2 - PRODUCTS 2 1 STRUCTURAL STEEL: A SHAPES, PLATES AND BARS SHALL CONFIRM TO ASTM A36 B STRUCTURAL TUBMC SHA�L CO�FIRM TO ASTM A500, GRADE B STEEL PWE SHALL CONFIRM TO AST1A A53. TYPE E OR S. GRADE 8 2 2 ANCHOR BOLTS� A ANCHOR BOLTS SHALL CONFIRId TO ASTM A30J 1Y�TH HEAW HEXAGONAL NUTS 2 3 GOLTS A COAIMON (�JACHINE) fiOLTS SHALL CONFIRM TO ASTIA A307 CRADE A AND NUTS TO ASTM A563 ONE COMMON BOLT ASSEfABLY SHALL CONSIST OF A BO�T A HEAW HEJ( NUT AND A HARDENED YIASHER 8 HIGH STRENGTH BOLT SHALL CONFIRM TU ASTR1 A325, ONE HIGH STRENGTH BOLT ASSEMBLv SHALL CONSIST OF A HEAVV NEic STRUCTURAL BOLT, A HEAVY HEX NUT , A HARDENED WASHER CONFIRMiNG WITH ASTM F436 AND A DIRECT TENSION INDICATOR CONFIRMit2G WITM STM F959 7HE HARDENED �%ASHER SHALL 6E INSTALLED AGAINST THE ELEMENT TUR\ED IN TiGHTENING 2.4 WELOING ELECTRODES: A WELDINC ELECTRODES SHALL COMPLY WIiH AWS D1 1 USING AS 1 OR AS 5 E70XX AND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED 2.5 PRIMER: A PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING W�TH SSPC PAINT SPECIRCATION N0 it PART 3 - EXECUTION 3J FABRICATION: A SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN 1. FABRICATE ITEMS OF $TRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP ORAWiNGS 2 ALL EXPOSED STRUCTURAL STE£L SHAIL BE HOT DIP GALVANIZED PER ASTM 3. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR iDENTifICATION AS 10 LOCATION FOR WHiCH INTENDED. 4. FABRICATE ANO DELIVER IN A SEOUENCE WHICH WILI EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS 5, WHERE FINISHIMG IS REQUIRED, COMPLETE THE ASSEMBLY, INCWDING THE WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS 6 PROVIDE FINISH SURFACE OF MEMBERS EXPOSED 1N THE FINAL STRUCTURE FREE FROM MARKINGS, BURNS, ANO OTHER DEFECTS. B PROVIDE CONNECTIONS AS SPECIFIED HEREIN; 7 PROV�DE BOLTS AND WASHERS OF NPES AND S12E REDUIRED FOR GOMPLETtON OF FIELD ERECTION USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE 2 INSTALL HIGH STRENGTH 7HREADED FASTENERS IN ACCORDANCE WITH RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BO�TS." 3 WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1 1 FOR PROCEDURES. APPEARANCE, OUALitt OF WELD, AND MEfH00S USED IN CORRECTING WELDED WORK 4 THE FABRICATOR SHALL FURNISH AND INSTAIL ERECTION CIIPS FOR FIT-UP OF WELOED CONNECTIONS 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FIILERS SPACED IN ACCORDANCE WITN CHAPTER E4 OF THE AISC-ASD SPECIFICATION 6 GUSSEi AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMl1M 3.2 PRIIAING: A STRUCTURAI STEEL SHALL BE PRIt�AED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. B STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFIRM TO SSPC-5P3, "POWER TOOL CLEANINC.' C SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WI7H AISC CODE OF STANDARD PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION D MATERIALS SHA�� REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S POT-LfFE REOUIREMENTS SHALI 9E STRICTLY ADHERED TO E PRiMER SHALL BE APPUED TO DRY, CIEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTfONS. UNLESS OTHERWISE RECOMIAENDED BY 1HE MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT 7EMPERnTURE i5 LE55 ThiAN 50 DEGREE F THE RELATNE HUMIDi7Y iS MORE THAN 90 PERCENT, OR TtiE SuRFACE TEMPERATURE i5 LESS THAN 5 DECREE F ABOVE THE DEW POINT F CENERAL�Y ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE RESTRtCTEO TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN G PRIMER SHALI BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY OR OTHER BLEMISHES A�� BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAiRED OR REMOVED AND THE AREA RE-COATED SPECIAI ATTENTION SHALL BE PAID TO CREVICES, WELD �INES, BOLT HEADS, CORNERS, EDGES, E1C, TO OBTAIN THE REOUIRED NOMINAL FILM THICKNESS H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2 0 MILS- I IF THE PRIMfR IS DAMAGED BY WEIDINC OR PHYSICAI ABUSE, THE AREA SHALL BE TOUCHE� UP AND REPAIRED THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE APPLIES PRIMER WITH MINIMUM ORY FILM THICKNE55 OF 15 MIIS 3 3 INSTALLATION: A INSTALLATION OF S7RUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE" B STRUCiURA� FIELD WEIDING SHqll BE DONE BY THE ELECTRIC SUBMERGED OR S�iIEIDED METAL ARC PROCESS WELDED CONSTRUCTION SHALL COMPLY WITH AWS Dt i C PROVIDE ANCHOR 80LTS AND OTHER CONNECTORS REQUIRED �OR SECURING STRUCTURAL STEEI TO ELEVATOR SHAFT WALLS AND OTHER IN-PLACE WORK PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS D SPLICE MEMBERS ONLY WHERE INDiCATED ON THE DRAWINGS E ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN riRITNG BV THE PROJECT STRUCTURP.L ENGiNEER � PROViUE TEMPORARY SHORING BRACING W1TH GONNECTIONS OF SUFFICIENT STRENGTH TO 6EAR IMPOSED LOAOS REAIOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND THE FiNAL CONNECTIONS HAVE BEEN MADE G AUGN ANO RD.1U5T MEMBERS, AND OTHER SURFACES WHICH 1YILL BE IN THE PERldANENT C0IJTACT, 6EFORE ASSEMBLY H WSdALL AND FULLY TENSION HIGH STRENGTH iHREADEU FASTEkERS IN ACCORDANCE WITH RCSC, "SPECIFICATIONS i0R STRUCTURAL JOINT USMG ASTM A325 OR ASTM A490 BOLTS." u � � a t&f ATBtT PROJECT INFORMATION: VAIL VALLEY dc SUNBURST DRIVE COL04145 / COL09808 1309 ELKHORN DRNE VNL, CO 81657 GROWN �: 810106/APP � 189�31 � BLACK & VEATCH REV: DATE: DESCRIPI"ION: BY: 1 2/26/13 PREUM. ZONING SL 2 4/15/13 ZONING SL 3 5/10/13 REV. ZONING JN 4 4/17/13 PREUM CONST Sl 5 10/8/13 CONSTRUCTION SL PLANS PREPARED BY: 13969 W. 1st Ave. Golden, CO 80401 P:303-325-5606 F:303-325-5629 Y�� n�U�s Jf,�+'`� �Q. R JA�' " �.,��Q�� `�J'�;� i� :� 346i �,G.j_0 8 2013�'� . �n. • • ,a\�\/ GENERAL NOTES SHEEf NUMBER: GENERAL ELECTRICAL NOTES: PART 1 - GENERAL 1.t GENERA� CONDiTIONS: A CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID ANY QUESTIONS ARISWG DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THiS PROJECT SHALL 8E BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARiFICAT10N, NOT AFTER THE CONTRACT HAS BEEN AWARDED F. THE CONTRACiOR SHALL OBTAIN PERMIiS, UCENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTiON PERFORMANCE FOR 7HE WORK UNDER THIS SECTION. C DRAWINGS SHOW THE GENERAL ARRANGEIAENT OF AlL SYSTEMS AND COMPONENTS COVERED UNDER THiS SECTION THE CONTRACTOR SNALL VERIFY ALL DIMENSIONS DRAWiNG SHAL� kOT BE SCAIED TO DETERMINE DiMENSI0N5. 1 2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A All WORK SHALL 8E INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABIE LOCAL LAM1S. REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE IAiEST EDiTIDNS OF NEC t 3 REFERENCES: A THE PUBLICATIONS L157ED BELOW ARE PART OF THIS SPEqFICATION EACH PUBUCATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTfON UNLESS OTHERWISE NOTE�. EXCEPT AS MODIFIED BY THE REQUIREMENT� SPECiFIED HEREIN OR THE DETAILS OF iHE DRAWINGS, WORK INCIUDED IN THiS SPECIFICATION SHALL CONFORM TO THE APPUCABLE PROVISION OF THESE PUBLICATIONS. 1 ANSI/IEEE (AMERlCAN NATIONAL STANDARDS INSTITUTE) 2 ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3 ICE (INSULATEO CABLE ENGINEERS ASSOCIATiON) 4 NEMA (NATIONAL ELECiRICAL MANUFACTURER'S ASSOCIATION) 5 NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6 OSHA (OCCUPATIONAL SAFEiY AND HEALTH ADMINISTRATION) 7 UL (UNDERWRiTERS LABORATOPoES. WC) 8 AT&T GROUNDING AND BONDING STANOARDS TP-7641b 1 4 SCOPE OF WORK: A WORK UNDER THIS SECTION SHALL CON515T OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCiATED SfRVtCES REQUIRED TO COMPLETE REOUIRED CONSTRUCTION AN� BE OPERATIONAL B. ALL ELECTRICAL EOUIPMENT UNDER THIS CONTRACT SHALL BE PROPERIY TESTED, A0.IUSTED, AND ALIGNED BY THE CONTRACTOR C THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALl EXCAVATWG, DRAINING. TRENCHES, &4CKFILIING, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECiION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVWG JURISDICTION E THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS, DOCUMENT ALl WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT THE AS-BUIIT ORAWINGS SHALL BE SUBMITTED AT COMPLETION OF iHE PROJECT PART 2 - PRODUCTS 2 1 GENERAL: A ALL MATERIALS AND EOUIPMENT SHALL 8E UL LISTE�, NEW. ANp FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS ANO EOUIPMENT SHALL BE ACCEPTABLE TO THE AUTHOR1IY HAVING JURISDICTION AS SUITABLE �OR 7HE USE INTENDED, C ALL EQUIPMENT SHAII BEAR THE UNDERWRITERS LABORATORIES IABEL OF APPROVAL, AND SHAiI CONFORM TO REOUIREMENT 0� THE NATIONAL ELECTRICAL CODE D ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTINC CURRENT RA71NG EOVAL TO OR GREATER THAN THE SHORT CIRCUIT CURRENT 70 WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT E%CEED THE RATING OF ELECTRICAL EOUIPMENT. 2 2 uATERIALS AND EOUIPMENT: A CON�U�T: i. RIGID METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDWG ENDS AND fHREA05 AND ENAMELED OR LACOUERED INSIDE IN ADDITtON TO GALVANIZING 2 UOUIDTIGHT FLE%18�E METAI CONpUIT SHAIL BE UL USTED } CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MAL�EABLE iRON A�L FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALl CONDUIT TERMINATIONS. 4 NONMETALLIC CONDUIT AND F1ITINGS SHALL BE SCHEDUIE 40 PVC. INSTALL USING SOWENT-CEMENT-ttPE JOiNTS AS RECOMMENDED BY THE MANUFACTURER. 8 CONDUCTORS AND CABLE: 1 CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AN� HEAT RESISTANT THERMOPIASTIC, SINCLE CONDUCTOR, COPPER, ttPE THHN/THWN-2, 600 YOIT, SIZE AS INOICATED, /12 AWG SHALL BE THE MINIMUM S12E CONDUCTOR USED 2 �f10 AWG AND SMALLER CONDUCTOR SHAII BE SOUD OR STRANDED AND p8 AWC AND LARGER CONDUCTORS SHALL BE STRANDED J SOIDERLE55, COMPRESSION-NPE CONNECTORS SHALI BE USED FOR TERMINA710N OF ALL STRANDED CONDUCTORS. 4 STRAIN-RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EOUAL CABLES SHALI BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATiONS 5 All CONDUCTORS SHALL BE TAGGED AT BOTH ENOS OF THE CONDUCTOR, AT ALL PULL BOXES, J-BOXES, EOUIPMENT AND CABINETS AND SHALL 8E IDENiIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAF7, BRADY, OR APPROVED EQUA�� C DiSCONNECT SwitCHES i DISCONNECT SYlITCHES SMA�L BE HEAVY DUTY, DEAD-FRU�T, OUICK-IAAKE, OUICK-6REAK, EXTERWALLY OPERABIE. HA�DLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSiT10N, RATING AS iNDiCATED, UL LABELED FURNIShiED IN NENA 3R ENCLOSURE, SOUARE-D OR ENGINEERED APPROVED EOUAL D CHE�iCAI ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REOUIRED THE SYSTEM SHALL BE ELECTROLtt�C MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM �'2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL MANUFACTURER SHALI BE LYNCOLE XIT GROUNDING ROD TYPES K2-(•)CS OR K2L-(•)CS (•) LENGTH AS REOUiRED. 2. GROUNO ALCESS BOX SHALL BE A POLYPLASTIC BOX FOF NON-TRAFFIC APPIICATIONS, tNCLU0ING BOLT DOWN FLUSH COV£R WITH "BREATHER' HOLES, XIT MODEL a%8-22 ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHAL� BE PROVIDED WITH ENGRAVED LAMICOID kAMEPLATES INDICATING EOUIPMENT CONTROLLED, BRANCH CIRCWTS i0 NUMBERING, AND THE ELEC7RICAL POWER SOURCE 3. BACKFlIL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL E SYSTEM GROUND�NG: 1 ALL GROUNDIkG COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHA�� Bf �'2 AWG BARE, SOUD, TiNNED, COPPER ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2 GROUNDING BUSES SHALL BE BARE, TlNNE�, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION STANpARD 8U5 BARS bIGB, SHALL BE FURNISHED AND INSTA�LED BY THE CONTRACTOR THEY SNALL NOT BE FABRICATED OR AIODIFIED IN THE FIELD. ALL GROUN�ING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETfERS BY WAY OF STENCILING OR DESIGNATION PLATE 3. CONNECTORS SHALL BE HIGH-LONDUCTIV17Y, HEAW DUiY, LISTED AMD IABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO-HOLE COMPRESSION LVGS WRH HEAT SHRINK FOR MECHANICAL CONNECTfONS. INTERIOR CONNECTIONS USE TWO-HOLE COMPRESSION lUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. a. ExOTHERMiC WELDED CONNECTIONS SHALL 8E PROwDED IN KiT FORM AND SELECTED FOR THE SPECiFiC T'PES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTNER ITEMS TO BE CONNECTEO 5 GROUND RODS SHALL BE ERICO N615600, COPPER-CLAD S7EEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLttIC-GRADE COPPER OUTER SHEATH, MOLTEN WELDED 70 CORE, 5/8'x70'-0" ALL GROUNDiNG RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES 6, INSTALL AN EOUIPMEMT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDiNG CONDUCTORS SHALL BE BONDED AT All JUNCT�ON 80XE5, PULL80XE5, DISCONNECT SWITCHES, STARTERS, AND EOUIPMENT CABINETS. F OlHER A�ATERIALS: 1. THE CONTRACTOR SHALL PROVIDE OTHER MA7ERIALS, THOUGN NOT SPECIFIGLLY DESCRBED, WHICH ARE REOUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALL4T70N OF THE WORK. 2 PROVIOE PULL BO%ES AND JUNCTION BOXES WHERE SHOWN OR REOUIRED BY NEC _ G. PANEIS AND LOAD CENTERS: � �--- t. All PANEL DIRECTORIES SHALL BE NPEWRITfEN. � -� - � � - - PART 3 - EXE�SLIlQC! :�'��f�. I 1 f ��l� 3.1 GENERAL: � � � ' � A ALl MATERIAI AND EOUIPMENT SHAIL BE INSTALLED IN S7RICT�A"CGORUANCE WITM THE r.�il0al P�j 1LRER'S RECOMMENDATIONS - - �� B. EOUIPMENT SHALL BE TIGHTLY COVERED ANO PRpTECTED AGAINS� DIRi pR WATER, AND AGA�ES CHEMICAL OR AIECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. -� -�� . 3.2 L4BOR AND WORKMANSHIP: A ALL LABOR FOR THE IMSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE E�ECTRICAI SYSTEM SHALL 8E INSTALLED BY EXPERIENCED WIREMEN, IM A NEAT AND WORKMAN-LIKE MANNER. B. ALL ELEGTRICAL EOUIPMENT SHAL� BE ADJUSTED, AUGNED AND TESTED BY THE CONTRACTOR AS REOUiRED TO PRODUCE THE INTENDED PERfORMANCE. C UPON COMPLETION OF WORK, THE CONTRACTOR SHAII THOftOUGMLY CLEAN AlL EXPOSEO EOUIPMENT, REMOVE ALL IABELS AND ANY DE8R15, CRATING OR CARTONS AND LEAVE THE INSTALLATION FlNlSHED AND READY FOR OPERATION 3.3 COORDINATION: A THE CONTRACTpR SHALL COORDINATE THE INSTALLATION OF E�ECTRICA� ITEMS WITH THE OWNER-FURNISHED EOUiPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSnRY DELAYS iN THE TOTAI WORK. 3 4 INSTA�LATION: A CONDUIT: 1, ALL ELECTRICAL WIRING SHALL 8E INSTALIED IN COMDUIT AS SPEGFIED NO CONDUIT OR TUBING OF LE55 THAN 3/4 IMCH TRADE SIZE 2. PROV�DE RIGtO PVC SCHEDULE 80 CONDUITS FOR A�L RISERS, RMC OTHERWISE NOTED. EMT MAY BE iNSTALIED FOR E%TERIOR CONDUITS WHERE NOT SUBJECT TO GHYSICAL DAMAGE 3. MSTALL SCH 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN AlL OTHER NON-TRAPFIC APPUCATIONS (REFER TO 2008 NEC, TABLE 300.5) 4. USE GALVANIZED FLEXIBIE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE USE LIQUID TIGHT, FLEXtBIE METAL CONDUIT FOR OUTDOOR APPLICATIONS WSTALL GALVANIZED FLEXIBLE STEEI CONDUIT AT A�L POWTS OF CONNECTION TO EOUIPMENT MOUNTEO ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION_ 5 A Rt/N OF CONDUIT BETWEEN BO%ES OR EOUIPMENT SHALL NOT CONTAIN MORE THAN 7HE EOUIVALENT OF THREE OUARTER-BENDS CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 �EGREE EL80W5 MAr BE u5E0 6. FlELD FABRICATED CONDUITS SHALL 8E CUT SQUARE WITH A CONDUIT CU?TI�G TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE 7 PROVIDE INSULATED GROUNDING BUSHlNG FOR ALL CONDUITS 8 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION TEMPORARY OPENINGS IN THE CONDUIT SvSTEM SHALL BE PLUCGEO OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAMWG FOREiGN MATERIALS THAT CANNOT BE REMOVED 9 ALL CONDUITS SHALL 8E SWABBED CLEAN BY PULLWC AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BE�ORE IIJSTALLATION OF CONDUCTORS OR CABLES CONDUIT SHALL BE FREE OF DIRT AND �EBRiS 10. INSTALL PULL STRI�GS IN ALL CLEAN EMPTY CONDUITS IDENTIFY PULL SiRINGS AT EACH END 11 iNSTALL 2" HIGHLY ViS�BLE AND OETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDURS AND CONDUC70RS. 12 CONOUITS SHALL BE INSTALIED IN SUCH A MANNER AS TO iNSURE AGAINST COLLECTION OF TRAFPED CO�DENSAiION 13 PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIOVS TO ALLOW FOR RACEWAYS At�'D CABLES TO BE ROUTED THROUGH THE BUILDING DO NOT PENETRATE STRUCTURAL MEMBERS $LEEVES AND/OR PENEIRATIONS 1N FlRE RATED CONSTRUCTiON SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIA� WHICH SHAL� MAWTAIN THE FIRE RATWG OF TME WALL OR STRUCTURE FIRE STOPS AT FLOOR PENETRATIONS SNALL PREVENT PASSAGE OF 1YATER, 5!AOKE, FIRE, AND FUMES ALL MATERIAL SHALL BE UL APPROVED FOR THiS PURPOSE B CONDUCTOR$ AND CABLE: 7 ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION 20H/240/120 VOLT SYSTEAIS PHASE A BLACK PHASE 8 RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2 SPLICES SHALL BE MADE ON�Y AT OUTLETS, JUNCTION 80XE5, OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE 3. PUILWG IUBRICANTS SHALL BE UL APPROVED CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUii. 4 CABLES SHALL 8E NEATLY TRA�NED, WITHOUT INTERIACWG, AND BE OF SUFFlCIENT LENGTH IN ALl 80XES k EOUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT CABLES SHAIL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED DAMAGED CABLES SHALI BE REMOVED ANp REPLACED AT THE CONTRACTOR'S EXPENSE C DISCONNECT SWITCHES: 1 INSTALL OISCONNECT SYJITCHES LEVEL AND PLUMB COMNECT TQ WIRING SYSTEM AND GROUNDING SYSTfM AS INDICATED 0 GROUNDING: 1 ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WH!CH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REOUIREMENTS OF THE BWLDING MANUFACTURER, AT&i GROUNDING AND BONDING STANDARDS TP-76416, ND-00135, AND THE NATIONAL ELECTRICAL CODE 2 PROVIDE ELECTRICAL CROUNDING AND BONDING SYSTEM INOICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORiES AS REOWRED FOR A COMPLETE INSTALLATION. 3. ALl CROUNDING CONDUCTORS SHALL PROViDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRAOUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NQT BE LOOPED OR SHARPIY BENT ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN TNE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDVCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS . GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, 7HE GROUNDING CONpUCTORS SHALL N0T -._. ._ BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WAiER LINE (FERROUS OR NONFERROUS MEfAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5 TIGHTEN GROUNDING AND BONpING CONNECTORS, INCLUDING SCREWS ANp BOLTS, IN ACCORDANCE WITFI MANUFACTURER'S PUBLISHED TOROUE TIGHTENING VALUES FOR CONNECTORS AND 80LTS WHERE MANUFACTURER'S TORQUING REOUIREMENTS ARE NOT AVAIIABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TOROUE VALUES SPECIF�ED IN Ul TO ASSURE PERMANENT AND EiFECTNE GROUNDING 6 CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN-POINTS TO THE EXISTING GROUNDING SYSTEM ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE � EXOTHERMIC WELD PROCE55 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS�. 7 ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TICHTNESS_ EXOTHERMIC WELOED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEfORE BEING PERMANENTLY CONCEAIED 8 APPLY CORROSION-RESISTANCE FINISH TO FiELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTNE COATINGS HAVE BEEN DESTROYED, USE KOPR-SHIELD ANTI-OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS 9 A SEPARATE. CONTINUOUS, INSULATED EOUIPMENT GROUNDWG CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS 10 BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONOUCTOR TO A GROUNO BUS 11 DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL OEPTH OF 36' MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 12 ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT 13 iHE WSTALLATION OF CHEMICAL ELECTROU'�IC GROUNDING SYSTEM IN STRICT ACCOROANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOIES INSTA�I PROTECTIVE BOX FlUSH WITH GRADE 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST LINE, 1151NG THE GREATER OF THE TWO DISTANCES. 15 IF COAX ON THE ICE BR�OGE IS taORE THAN 6 Ff FROM THE GROUNOiNG BAR AT THE BASE Of THE TOWER, A SECOND GROUNDING BAR WiLL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KiTS AND IN-IINE ARRESTORS 16 CONTRACTOR SHALL REPAiR. AND/OR REPUCE, EXISTING GROUNOING SYSTEM COMPONENTS DANAGED DURING CONSTRUCTION AT THE CONTRACTORS E7(PENSE 3 5 ACCEPTANCE TESTING: A CERTIFlED PERSONNEL USING CEftTIFIED EOUIPMENT SHALL PERFORM REQUiRED TESTS ANO SU9!A�T WRiTTEN TEST REPORTS UPON COMPlET10N. B WHEfd MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH TNE SPECIFIED REOUIREMENiS, THE NON-COMPLYWG ITEMS SHALL BE REMOVED fROM iHE PROJECT SIIE AND REPIACED WITH ITEMS COMPLYING WITH THE SPECIFIED REOUIREMENTS PROMPTLY AFTER RECEIPT OF NOTiCE FOR NON-COMPUANCE C 7EST PROCEDURES; � ALL FEEDERS SHALL HAVE INSULATION 7ESTED AFTER INSTAllA710N, BEFORE CONkECT10N 70 DEVICES THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNOS TESTING SHAII BE FOR ONE MINUTE USING 1000V DC PROVIDE WRITfEN DOCUMENTATION FOR ALL TEST RESUlTS � PRIOR 70 ENERGIZING CIRCUITRY, TEST WIRING DEViCES FOR ELECTRICAL CONTiNUITY AND PROPER POIARITY CONNECTIONS . lAEASURE AND FECORD VOLTAGES BEAVEEN PHASES AND BETWEEN PNnSE CONDUCTORS a.r:� NEUTRALS SUBMIT A REPORT OF MAXI�AUM AND MINiMUM VOLTAGES n PERFORM GROUND�NG TEST TO MEASURE GROUNOING RESiSTANCE OF GROUNDING SvSTEM USING THE IEEE STANOARD 3-POINT "FnLL-OF-POT£NTiAL" METH00. PROViDE P�OTTED TEST VALUES ANC LOCATiON SKETCH NOTIFY THE ENGIttEER IMMEDIATELY IF IAEASURED VALUE IS OVER 5 OHMS a t&t' AT&T PROJECT INFORMATION: VAIL VALLEY & SUNBURST DRIVE COL04145 / COL09808 1309 ELKHORN DRIVE va�, co e�s5� CROWN �: 810106/APP � 189031 � BLACK&VEATCH REV: DATE; DESCRIP'T'ION: BY: 1 2/26/13 PREUM. ZONING SL 2 4/15/13 ZONING SL 3 5/10/13 REV. ZONING JN 4 4/17/13 PREUM CONST SL 5 10/8/13 CONSTRUCTION SL PLAiJS PREPARED BY: �� 13969 W. tst Ave. Golden, CO 80401 P:303-325-5606 F:303-325-5629 ��Q'�� R c ws•T�,�P • Q .•�s�R JA�yFS•. F'� ].�CjQ f�� :y 346�0 * •� S.Cm ni n�� GENERAL ELECTRICAL NOTES SHEET NUMBER: PROJECT INFORMATION TOWER OWNER: CONTACT: CROWN SITE NAME: CROWN SITE NUI�BER: ATdcT SITE ID�J: ATdtT SITE NAME: SITE ADDRESS: CIiY, STATE ZIP: COUNiY: APPLICANT: ADDRESS: ENGINEERING MANAGER: ADDRESS: RF ENGINEER: PROJECT MANAGER: AdcE FIRM: NOTES CROWN CASTLE INTERNATIONAL 9830 S 51S7 ST PHOENIX, AZ 58044 WARREN BLOSS 303-495-9779 SUNBURST MONOPINE 810106 COU4145 VAII VALLEY & SUNBURST 1309 ELKHORN DRIVE VAIL, CO 81657 EAGLE ATdcT 188 INVERNESS DRIYE WEST. STE. 400 ENGLEWOOD, CO 80112 COLE MOSSMAN BUCK dc VEATCH 304 INVERNESS WAY SOUTH STE. 400 ENGLEWOOD, CO 80112 PHONE: (720) 834-4232 WINNIE LAI 314-724-9605 SHERRI ANDREWS 303-834-435i ATECS, LLC 13969 W. 1 ST AVE. GOLDEN, CO 80401 P: (303) 325-5606 F: (303) 325-5629 CONTACT: KHRISTOPHER SCOTT PE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY BLACK & VEATCH WHO WILL CONTACT THE ARCHITECT TO DISCUSS ANY OISCREPANCIES BEFORE PR�CEEDING WITH THE WORK. DRAWINGS WILL BE SCALED AS REQUIRED BY THE PERMI171NG GOVERNING AGENCY. ALL OTHER DRAWINGS SUPPLIED TO AT&T PLOTTED ON 11x17 SHEETS AT HALF SCALE. CALL BEFORE YOU DIG — COLORADO STATE REQUIRES 3 WORKING DAYS UTILIiY NOTIFICATION PRIOR TO CONSTRUCTION OPERATIONS. LOCATES ARE REQUIRED TO BE COMPLEfED WI7HIN 5 WORKING DAYS PRIOR TO BEGINNING THIS PROJECT. UTILITY NOTIfICATION CENTER OF COLORADO — 800.922.1987 THESE DRAWINGS MAY NOT INDICATE ALL UNDERGROUND UTILITIES. THE GENERAL CONTRACTOR SHALI EXERCISE EXTREME CARE DURING ALL EXCAVATIONS AND OTHER CONSTRUCTION ACTIVffIES. SI TE NAME: search ring number. VAIL VALLEY & SUNBtJRST COL04145 / COL09808 LATITUDE: 39' 38' 31.25 N LONGI TUDE: 106' 21' 29.78" W ��i�:� -�;��'�� GROUND ELEVAT►ON: 8260' .��y��_. . ` i - (o�^ I �_ _- _, VICINITY MAP PROJECT DESCRIPTION INSTALL NEW RADIO HEADS ON EXISTING MONOPOLE AND NEW RADIO EQUIPMENT IN EXISTING EQUIPMENT SHELTER PROJECT DATA JURISDICTION: ZONING DESIGNATION: OCCUPANCY GROUP: CONSTRUCTION TYPE: FULLY SPRINKLERED: N0. OF STORIES: EAGLE COUNTY ` '_%�i�:,._!1 �Z.a�� U2 --,; ' �� .._ �Q'_ V—B N/A t � 1 GOVERNING CODES: 2009 IBC, 2009 IFC, 2011 NEC A.D.A. COMPLIANCE: THIS FACILIN IS UNMANNED AND NOT FOR HUMAN HABITATION. 2C LTE �2xRX) CONSTRUCTION Town of Vail �� ALS TITLE SIGNATURE AT&T RF ENGINEER ATdcT PROJECT MGR ATacT OPS ATdcT COMPLIANCE BdcV CONST MGR BdcV SITE ACQUISITION SITE OWNER DATE ACKNOWLEDGMENT OR 'SIGN—OFF" BY PARTIES TO THE CONSTRUCTION DRAWINGS DOES NOT CONSTfME ALTERATION OF THE LEASE TERMS. DRAWING INDEX SHEEf DESCRIPTION T1 TITLE SHEET A1 SITE PLAN dc EQUIPMENT LAYOUT A2 ELEVATIONS A3 ANTENNA LAYOUT AND NOTES A4 EQUIPMENT DEfAllS E1 ELECTRICAL PLAN GN1 GENERAL NOTES GN2 GENERAL NOTES a t&t AT&T PROJECT INFORMATIOM: VAIL VALLEY & SUNBURST DRIVE COL04145 � COL09808 1309 ELK ORN DRIVE VAIL, CO 81657 CROWN �: 810106/APP � 189031 � BLACK&VEATCH REV: DATE: DESCRIPTION: BY: 1 2/26/13 PREUM. ZONING SL 2 4/15/13 ZONING SL 3 5/10/13 REV. ZONING JN 4 4/17/13 PRELJM CONST SL 5 10/8/13 CONSTRUCTION SL PLANS PREPARED BY: �Lr�/Y 7 3969 W. 1 st Ave. Golden, CO 80401 P:303-325-5606 F:303-325-5629 ��;��;,�,R JAM��;�� on��q ,,f'�o� .� �4s10 �'. �� :�; o,�}C10 � 241�� `�i SS/0 N A1.�-�� TITLE SHEET SHEET NUMBER: NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL T/MES .• 'J�WNOFYA�.�. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13-0519 Project #: PRJ12-0378 Job Address: 1189 ELKHORN DR VAIL Applied.....: 11/12/2013 Location......: 1309 ELKHORN DRIVE Issued. . . : 11/22/2013 Parcel No....: 210109200001 OWNER TOWN OF VAIL 11/12/2013 75 S FRONTAGE RD VAI L CO 81657 CONTRACTOR MASTEC NETWORK SOLUTIONS LLC 11/12/2013 Phone: 720-341-8608 ANDREW M MCCABE 7025 S REVERE PKWY SUITE 100 . ENGLEWOOD, CO 80112 � License: C000003891 APPLICANT TOWN OF VAIL 11/12/2013 75 S FRONTAGE RD VAIL CO 81657 Description: Reroute exisiting electrical service and main panel Occupancy: Type Construction: Valuation: $7,500.00 ..,«...,,.,,..,,.......,..��..,,...........................,,.,,,........_.,._._.....,.,,. FEE SUMMARY ...................,,.......«.......�.................+.....,..........,........ Building Permit-----------> $153.25 Bldg Plan Check----------> $99.61 Use Tax Fee-----------------------> $0.00 Electrical Permit---------> $345.00 Elec Plan Check-----------> $224.25 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> ($252.86) Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES--------------> $574.25 Payments-------------------------------> $574.25 BALANCE DUE------------------------> $0.00 ,�..................«......................,.........,...............................,,..................................,,....,...........,....,,..._..,,........«�«,.........,........ DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 � � �� l:�.I.ii �1 . . ....w..........x.x+++.xx+xxx�xw.x.wxx..nw+...w......wv.w�v.s.tr,r�,r�s.x�s.xwxxxxr.xws.xwx.��+t�w�s.xs.xw�w�x,r..+...w...,v.:rwe.wv,ww.«....ewrw+.+wwwww,r,r,r+:r...w.w.....w.,....v.r,r».+.,r.v.w,.xx.,.r.xx� CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 613-0519 Address: 1189 ELKHORN DR VAIL Owner: TOWN OF VAIL Location: 1309 ELKH�ORN DRIVE � � � �� .�: i4i1'rti1'Mf kYr�FYIM�kililrtft(4ilxf te�FR*/X/wie+Ma#'hfritYrf f�krt�k44i(#1.*f 41(tr/rtr�/rft�f�t`t�A*4tXxkfkitYrf f Y'fifrfifYrYrhY'tr�kYrFf%'fiYfrrtYlYlY'Y'+ttrrt�ki(*t*t(t`RRRtrd*4*tr#*RtrrtRtr�khRhhhArti4f iYrthPrtr+YrYrf trrttrrttrk�A'#'i4Y(rti#Yr#'trhYYeYrYrni4�F�A'Yr�kAMXT'R�R�R�F'kh4 . . � � „ . .(�,"�} combination permit_012811 � # � T'��N(�F VAI� ' „***�*****.**********,.....****,******�*******************�***********,.***********************************************�**..*.**.**.******,********,.***** REQUIRED INSPECTIONS AND STATUSES Permit#: B13-0519 Address: 1189 ELKHORN DR VAIL Owner: TOWN OF VAIL Location: 1309 ELKHORN DRIVE *.,***«******„********�*.*.***�*,,,,.,*******«*******«*«*„***«***********************************««********,,,,«„******«*****,,,,***.*„*,,,,,,********.*****,.*** Item: 00120 ELEC-Rough Item: 00190 ELEGFinal Item: 00542 PLAN-FINAL combination permit_012811 � *+***********+************++*++*************+**+**********+++****************************+** TOWN OF VAIL, COLORADO Statement �********************************+***************************************�****************** Statement Number: R130002019 Amount: $350.00 11/22/201301:46 PM Payment Method:Credit Crd Init: CG Notation: visa andrew mccabe ----------------------------------------------------------------------------- Permit No: B13-0519 Type: COMBINATION BLDG PERMIT Parcel No: 2101-092-0000-1 Site Address: 1189 ELKHORN DR VAIL Location: 1309 ELKHORN DRIVE Total Fees: $574 .25 This Payment: $350.00 Total ALL Pmts: $574 .25 Balance: $0. 00 **a********�*******************************+***************+***�****�*******************��** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 345.00 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- *********************+*�*��**�*�****+***�****�******************�***+**+*******+*********** TOWN OF VAIL, COLORADOCopy Reprinted on l 1-12-2013 at 14:41:27 11/12/2013 Statement ****�*****************************+**�*********s**�*****+*+*********�*****+�***�************ Statement Number: R130001959 Amount: $224 .25 11/12/201302: 91 PM Payment Method:Credit Crd Init: DR I Notation: VISA DUSTIN BAIRD ----------------------------------------------------------------------------- Permit No: B13-0519 Type: COMBINATION BLDG PERMIT Parcel No: 2101-092-0000-1 Site Address: 1189 ELKHORN DR VAIL Location: 1309 ELKHORN DRIVE Total Fees: $574 .25 This Payment: $224 .25 Total ALL Pmts: $224 .25 Balance: $350.00 ******�***************�*******************+*��******�********************************+**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 224 .25 ----------------------------------------------------------------------------- Department of Community Development 75 South Frontage Road TOWN OF VA11 ` va�i, co s�s57 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION �, (Separate applications are required for alarm 8�sprinkler) Project Street Address: Project#: PIIL S 1� ^ [��3� 1189 Elkhorn Drive (� DRB#: cIU�!� (� �D �j (Number) (Street) (Suite#) Crown Castle Sunburst Mono ine Building Permit#:��!� ^��f 9 Building/Complex Name: P� Contractor Information Lot#: Block# Subdivision: Business Name: Mastec Network Solutions Business Address: �025 S Revere Ste 100 Work Class: New(Q) Addition(Q) Alteration(�) City Centennial State: CO ZiP: 80112 Type of Building: Andrew McCabe Single-Family(Q) Duplex(Qj Multi-Family(Q) Contact Name: Commercial(Q Other(0) Contact Phone: 720-341-8608 Contact E-Mail: andrew.mccabe@mastec.com Work Type: Interior(Q) Exterior(� Both( .� I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Electrical (�'es (�No (�i Yes (QIVo comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to Mechanical (�Yes �No �Yes (�No the town's zoning and subdivision codes, design review ap- proved,Intemational Buildin and Residential Codes and other Plumbing (�Yes �No �Yes (�No ordin nces of the Town app able thereto. X � � Building (QYes �No �Yes QNo O Value of all work being performed: $ 7 SOC�. d Owner/Owner's Representative Signature(Required) (value based on IBC Section 109.3 8 IRC Section 108.3� Electrical Square Footage 200 Applicant Information Detailed Scope and Location of Work: Applicant Name: Andrew McCabe Add 3 radios to tower at existing ATT cell site, run low Applicant Phone: 720-341-8608 voltage (-48) DC power from shelter to radios. Applicant E-Mail: andrew.mccabe@mastec.com Project Information Owner Name: C�+^c,,,,� Cc+ s-��c ��e.��,�.��„Q1 Parcel#: 2/D)�O l:� -U(,c/D � l (For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit www.eag lecounty.us/patie) (use additional sheet if necessa For Office Use Only: r� � � � � � Fee Paid: � Date Received: D Received From: ` �S41l� � R� �d� 12 2U13 Cash Check# CC: Visa/MC Last 4 CC# exp date: A�tn # TOWN OF VAIL 2013-Feb O1 Congratulations, The waNet Card provided bebw is yo�r official wthonzalfon to pradioe. Photocoples are not o wr�fy e Cobredo ltcense for aedenliaflng or insuranCe purposes As a condibon af iicensing,yov have a continumg obligahon to campry wig�tlre statutes,n�les: Our wehsile is a good source,for ih'ss irtformatien If is your responsibilily b keep our of6ce ad� keeping your license c�rsrt and renewing if before the e�pi►anon date C4��r�� river I_ttr� : E�;,�,.04-21-2014 � 94-157-2838 �: 02.20-1� :... ,� .;�� ctns:A ooe. �' � E�; � Prc�F BLT� �x !A;`',� . n: .,,. R�t.02�We.2U� E1l�' Ht.6 � voro�� ,* �� . .,F•..:. i'i, � � MICHAEI 1�CCA8E pNOREW __ --- _ .. �r �a�nvh C?n�:,,,•n�Rf !'�i�c+ a�te! Te�r,Ato��r ? WESTIA NStER,CO�31 - E�etxriCal Contrat! - -- Boerd:eucma eora STATE OF COLURAUO Mail Corresponde Department of Reyulatory Agencies �� Diwsiw�ot Rotesslons and Occupatlons (Cirde one) Atxhre pR�NTED ON SECURE PAPER liome Pho�; EC .. EC.Di0D150 Dai�qr2�i� DBrlan.Ota Name�-- 00 __ Mumber lasue Date E i►e p�te� " StASE��CO;�'Aqen��es Mastec Netwvrk Solulions,LLC Slreet Address: ' cepartsne�t°f o Regist�alions D ON S�URE VRP� prv�gwn �crE Cnino CA si��a55at Ciry,State and Zi� � . �g�3p12��4 _. l__ I � A�gSER Ey ECTR►G1A� 03114f2012 ExP�g Drnsion D�reuor _...---- SI nature � �!Use lhe. 9 �TNIS tS YOUR 26g59 lssue Date NU�� M.p�ccalo� p,ndrew C� gpp�4 � United Stat�s -'�,�1 � :, � _ g�gnat�1e _ ,l ., y _ '��'�-„ �.�. /_ } � l��m��re�°� M /�� dy � � CG�� 20 _- 3 ��1 - �608 Design Review Board ACTION FORM . 1 Department of Community Development ��j��jr� ' 75 South Frontage Road, Vail, Colarado 81657 Atr r te1: 970.479.2139 fax: 970.479.2452 oo�.,�wrroe�� web: www.vailgov.com Project Name: ANTENNAS DRB Number: DR6130406 Project Description: ADDING ADDITIONAL RRU BEHIND EXISTING ANTENNAS. NOW NEW GROUND SPACE OR TOWER INCREASE IS PROPOSED FOR THIS MODIFICATION SEE PAGE A-5 FOR DETAIL Participants: OWNER TOWN OF VAIL 09/04/2013 75 S FRONTAGE RD VAIL CO 81657 APPLICANT TOWN OF VAIL 09/04/2013 75 S FRONTAGE RD VAIL CO 81657 Project Address: 1289 ELKHORN DR VAIL Location: 1309 ELKHORN DRIVE Legal Description: Lot: Block: Subdivision: UNPLATTED Parcel Number: 2101-092-0000-1 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 09/05/2013 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion.