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HomeMy WebLinkAbout1.1 Vicinity MapENGINEERING 2009 INTERNATIONAL BLDG. CODE OR LATEST ADOPTED EDITION 2011 NATIONAL ELECTRIC CODE OR LATEST ADOPTED EDITION TIA/EIA-222-G OR LATEST EDITION PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENTS FOR THE AT&T WIREIFSS TELECOMMUNICATIONS NETWORK. SITE INFORMATION PROPERTY OWNER: ADDRESS: TOWER OWNER: COUNTY: LATITUDE (NAD 83): LONGITUDE (NAD 83): ZONING JURISDICTION: ZONING DISTRICT: PARCEL NUMBER: OCCUPANCY GROUP: CONSTRUCTION TYPE POWER COMPANY: TELEPHONE COMPANY: WOODWARD, DARLYNE M AND COLUSON, MARTHA G 356 COUNTY ROAD 101 CARBONDALE, CO 81623 CROWN CASTLE GARFIELD 39' 23' 57.8' N lOT 12' 21.4' W CITY OF CARBONDALE RESIDENTIAL 239334400018 U V -B XCEL ENERGY CENTURYLINK SITE ACQUISITION MANAGER: PETRA SCHROEDER (303) 256-4081 SITE ACQUISITION: CONSTRUCTION MANAGER: RF ENGINEER: MIKE McCREEOY (303) 332-1212 JOHN VAUGHAN (720) 412-4989 ROEL SIGUE (708) 599-6115 IF USING 11"x17" PLOT, DRAWINGS WILL BE HALF SCALE CONTACT INFORMATION ENGINEER: CONTACT: .. PHONE: BLACK & VEATCH CORPORATION 304 INVERNESS WAY SOUTH, SUITE 400 ENGLEWOOD, CO 80112 ADAM SMITH (720) 834-4296 CARBONDALE COL04049 10093706 ti -:.°Neo) at&t s.' i LTE - 2C WOOD POLE VICINITY MAP LOCAL MAP .car5"06utt New afbnaaaIIS (Zellwood COLL k,D,N111ADO ,- fiapfe �t.:J1 .Oyynan se1j f'"14 ,? a atenk ft III A‘4.., "._i:_,i ~ � �'i. �� '1""_ II.c,a�, 'Y.i r - c ` \jjE 1urii1! 1 'V-vr ' IL "aSG:.TZ r” �, k+, y1-.„, -- .�,,` ''",. Catherine CA SITE LOCATION' . ,. � ````111 :t j I' / PhT*'U c a /�-. �� El Jebel bxt i Beall .................•..._ .k. (a1� srtowlnese o •Snowmsse • Aspen .... SI;WFffl 1"So..,''''t,:- �w;�. !' If1:)E ~}sf�fW1,..MYlA. : ,\ ."N.Y,h aD j(�'��,331' SITE LOCATION' 1"4- ,. l ' 4'4,.�*`B "� ', r S r `L r .Y,!o'I.A ,,,4-7;,..♦ mix. t f� ,�'"-L q„_ ZA.x, 'I ;; `T --ACCESS ROAD e `\ 1 fA1 FTna Y t+Jlt4?: I R,'IAank° Marble 13.11iSnowInt$ L�RI1i1111fWRfAi Ii NL.. ELECTRICAL DC SURGE SUPPRESSOR DIAGRAMS .. -. .. 3 / s 1,,� �.::., tt ., — O.U, NNI'S A.H. I .. -.14 — 7 S /'{ NO SCALE DRIVING DIRECTIONS DIRECTIONS FROM AT&T OFFICE: HEAD SOUTH TOWARD INVERNESS DRIVE WEST. TURN SOUTHEAST ONTO INVERNESS DRIVE WEST. TURN WEST ONTO EAST COUNTY UNE ROAD. MERGE ONTO 1-25 WEST VIA THE RAMP TO FORT COLLINS. TAKE 1-70 WEST TOWARD GRAND JUNCTION. TAKE EXIT 116 TOWARD CO -82 EAST/GLENWOOD SPRINGS/ASPEN. TURN NORTHEAST ONTO C0-82 EAST. TURN EAST ONTO 6TH STREET. TURN SOUTH ONTO GRAND AVENUE/CO-82. CONTINUE TO FOLLOW CO -82 EAST. TURN SOUTH ONTO 00-133/HIGHWAY 133. TURN EAST ONTO MAN STREET, TURN SOUTH ONTO SNOWMASS DRIVE. TURN SOUTHEAST COUNTRY ROAD 101. TURN EAST ONTO RANCH DRIVEWAY WITH WHITE FENCE. GO NORTH PAST THE BUILDINGS. SITE ACCESS WILL BE ON THE WEST SIOE OF THE BUILDING. GENERAL NOTES THE FACILITY IS UNMANNED ANO NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. DRAWING INDEX SHEET NO. SHEET TITLE T -I TITLE SHEET RAW REDS: C-1 SITE PLAN C-2 EXISTING AND PROPOSED EQUIPMENT LAYOUTS C-3 EXISTING AND PROPOSED SITE ELEVATIONS C-4 ANTENNA LAYOUTS C-5 EQUIPMENT DETAILS E-1 ELECTRICAL DC ONE -UNE DIAGRAM E-2 ELECTRICAL DC SURGE SUPPRESSOR DIAGRAMS G-1 EQUIPMENT GROUNDING PLAN 0-2 GROUNDING DETAILS GN -1 LEGEND AND ABBREVIATIONS ON -2 GENERAL CONSTRUCTION NOTES CN -3 GENERAL SITE WORK AND DRAINAGE NOTES CN -4 GENERAL CONCRETE WORK NOTES GN -5 GENERAL STRUCTURAL STEEL NOTES GN -6 GENERAL ELECTRICAL NOTES DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OF COLORADO (800) 922-1987 WWW.UNCC.ORG 3 WORKING NAYS I)RUTY NOTIRCADON POOR TO CONSTRUCTON at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 BLACK & VEATCH 304 INVERNESS WAY SOUTH SUITE 400 ENGLEWOOD, COLORADO 80112 PROJECT/PHASE NO: 122061/9039` DRAWN BY: BOJ CHECKED BY: RAW REDS: --- T.I.D. 1,100 • 0 041)0/14 ISSUED FOR CONTERUC110N REV DATE DESCRIPTION • IT IS A 410LATXXI OF LAY FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER T1RS DOCUIMENT. CARBONDALE COL04049 356 101 ROAD CARBONDALE, CO 81623 LTE — 2C SHEET TITLE TITLE SHEET SHEET NUMBER T-1 I0.-0" x--x-_...-.-x_- z NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY 50'-O EXISTING AT&T 24.-0-x12.-0" EQUIPMENT SHELTER EXISTING WOOD LAMINATE POLE EXISTING ICE BRIDGE LENGTH, 8'-0"_ 11.-10" L 111111 SEE EQUIPMENT LAYOUT 30"-7' EXISTING 12'-0" DOUBLE -SWING ACCESS GATE EXISTING CHAINLINK FENCE WITH BARBED WIRE (TYP) 0 0 SITE PLAN 12.6`0 1' 2' 3' 4' •5' 6' 7' 3/6"-1'-0" .0„00, at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEW00D, CO 80112 BLACK & VEATCH 304 INVERNESS WAY SOUTH SUITE 400 ENGLEWOOD, COLORADO 80112 i PROJECT/PHASE NO: 122061/9039 DRAWN BY: BDJ CHECKED BY: RAW REDS: --- T.I.D. 1.100 I 0 0(/18/14 ISSUED FOR CONSTRUCTION REV DATE DESCRIPTION I IT IS A VIOLATION Of LAW FOR ANY PERSON. UNLESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. J CARBONDALE C0L04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE SITE PLAN SHEET NUMBER C-1 11'-3" NOTE I at&t ''''••rrrr 188 INVERNESS DRIVE WEST SUITE400 ENGLEW00D, CO 80112 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 11'-3' EXISTING INTERIOR EXISTING EXISTING INTERIOR EXISTING GPS UNIT `�� ^� ICE BRIDGE GPS UNIT �,r„�, FAVATAT 149 ICE BRIDGE EXISTING k7�7�A7�� EXISTING 11���AYR CONCRETE STOOP EXISTING 6 TON EXISTING COAX r7�7�7�� CONCRETE STOOP•.17�7�'i. EXISTING COAX i HVAC UNIT ENTRY PORT k�7�7�7i EXISTING 6 TON HVAC UNIT ENTRY PORT ����`�� ffAVAVAVAI I \N I \\\\\\\\ \\ \ • ;\ \\\\\\\\\�\\�\N I>- Nt�\\�\�\���\\ `I BLACK 304 INVERNESS SUITE ENGLEWOOD, Le & VEATCH WAY SOUTH 400 COLORADO 80112 . • ; S\ \ .. PROPOSED DC ANO I FIBER CABLES \ ' / EXISTING 200A AC PANEL A EXISTING STORAGE CABINET e \ (6) EXISTING TRI-PLEXERS VERTICALLY STACKED ON UNISTRUT ABOVE STORAGE CABINET / ROl1TEO IN EXISTING ��ER� I -EXISTING 200A y AC PANEL A ' EXISTING 200A I •1411 \ AC PANEL B I EXISTING STORAGE CABINET -I- \ VERTCALLYEXISTING STACIKED£ONaS \ UNISTRUT ABOVE STORAGE CABINET \ (({\\\ `` EXISTING 2'-6” \` ACCESS DOOR \ EXISTING 200A 1 AC PANEL 8 EXISTING 2'-6" ACCESS DOOR ` EXISTING UMTS CABINET PROJECT/PHASE NO: 722061/9039, -' ! G EXISTING UMTS CABINIET \ \ I / '--- i DRAWN BY: BDJ CHECKED BY: RAW L F===c= ; ` F__=_= {{�\ 1 1 EXISTING GSM 11 EXISTING REDS: --- ■ EXISTING 400A ` SERVICE METERRRRR----�� •ti1 +I • .4 x 4 � '��`- 1900 CABINET ` EXISTING 400A SERVICE METER \ •• . +` - 1900 CABINET \ `T_LD. 1.100 \\ •w1 II • F.-====:.... EXISTING FIF EXISTING J // • i • F===== 11 EXISTING 1` CSM 850 GSM850 EXISTING REMOTE \ irk RADIO HEAD MOUNTED • II +1 • z x s` CABINET + • •z•‘,\ ,� �y d ��— CABINET IN EXISTING FIF RACK VI jQ --- TO BE RELOCATED TO TOWER (TYP OF 3)__.. _- \ x g w III • _ F ----^- +++ EXISTING '^ Q PROPOSED BCEM CARD TO 8£ INSTALLED IN EXISTING ` W • • n • F--== l EXISTING \ n q I • l\ i �, `^ GSM 900 CABINET I ee'v Z \ 88U + I +I • N4 l• `�` 1900GSM CABINET r, ; z - -- 1 __. - _ = J EXISTING \F===== \ X •4i+ II • EXISTING ` . 0 o•/le/11 ISSUED FOR CONSTRUCTOR 11 (12) EXISTING \ MARATHON BATTERIES i--- / I EXISTING 1 k• . - GSM 850 CABINET (12) EXISTING MARATHON BATTERIES - i-- ` / r I EXISTING UMTSL. ‘\ `- CSM 850 CABINET REV DATE DESCRIPTION I ! nr �� si' 1 ,� O ••••1•••• )1 i O. �.`t,......814j•�.'p� rll C� �/� V-} a ,,,,Zia -Alk '.' : 3913A3 ; /// %4/�/`!- W p� ••• O1i� ((F ('�<< `�4NALE ... 1 (BELOW) !/ CABINETUMTS I (BELOW) CABINET \ - ARGUS - L ` ARGUS \\ • DC _ - PLLANT- -r-(I-Ii-r- ,— /� / L 1 I EXISTING UMTS CABINET I ! \ DC PLANT _ / ''- I EXISTING S i/ ; CABINET -_L}I�C� ; _ _ _ \ (20) EXISTING MARATHONBATTERIES IN -POWER- i /-1 _ !L EXISTING CAB ET \ (20) EXISTING IN BATUMTS ON BATTERIES RACK POWER �_v. /'--y EXISTING CAUBM'ST f+ ; I L \ it[r BATTERY RACK EXISTING FIBER BOX ,� I rLL - RACK ■'� EXISTING FIBER BOX IT IS A VIOLATION OF LAW FOR MY PERSON, UNLESS THEY ME ACTING UNDER THE OFIECTION OF A UCENSfD PROFESSION/1 ENGINEER, ` TO ALTER MS DOCUMENT. , EXISTING OPS UNIT \ \\\\\\\\\\\-\\\\\\\\j\\\\ ` "' EXISTING PULL ` FIBER BOX EXISTING 6 TON HVAC UNIT EXISTING ` \ CPS UNIT T\\\\\ \\�' EXISTING FIBER PULL BOX ` \ ` \\1�\\\\�\\\\\\\\\\\\\� ` EXISTING HVAC UNITDN CARBONDALE COL04049 356 101 ROAD CARBONDALE, CO 81623 LTE — 2C SHEET TITLE EXISTING AND PROPOSED EQUIPMENT LAYOUTS loi , SHEET NUMBER C-2 • EXISTING EQUIPMENT LAYOUT 12' 6' 0 1' 2' 3' 4' 5' u 1 • • PROPOSED EQUIPMENT LAYOUT 1Z; 6' 0 1' 2' 3' 4' 5' 1/2'.1'-D• 1/2"_1•-D' 2 NOTE y`O I atm ./ "4.....^" 188 INVERNESS DRIVE WEST SUITE 400 ENCLEWOOD, CO 80112 (9) EXISTING AT&T ANTENNAS TOTAL CONTRACTOR SHALL F ELD VERIFY ALL DIMENSIONS (3) TO BE RELOCATED (6)TIP TO BE REM-0ED I I I TIP HEIGHT 26'-D' AGL I I I I I I I I I I H IU � I I I i THE EXISTING TOWER IS CURRENTLY BEING ANALYZED BY OTHERS TO DETERMINE RS STRUCTURAL CAPACITY TO CARRY THE PROPOSED NEW COAX AND ANTENNAS. THESE DRAWINGS HAVE BEEN CREATED BASED ON THE ASSUMPTION THAT THE STRUCTURAL ANALYSIS WILL SHOW I I I '- --' `--,-0 I — EXISTING CHAINUNK THAT THE TOWER HAS SUFFICIENT CAPACITY TO SUPPORT THE PROPOSED NEW LOADS. INSTALLATION OF THE COAX AND ANTENNAS SHALL NOT COMMENCE u p EXISTING WOOD FENCE (TYP) LAMINATE POLE EXISTING ICE BRIDGE EXISTING GPS UNrt p {�, v UNTIL AN APPROVED STRUCTURAL ANALYSIS HAS BEEN RECEIVED BY THE OWNER OR AT&T AND HAS BEEN REVIEWED BY BUCK & VEATCH. o 0 EXISTING EXISTING AT&T CPS UNIT EQUIPMENT BLACK & VEATCH 304 INVERNESS WAY SOUTH SUITE 400 ENGLEWOOD, COLORADO 80112 N o Ef,x SHELTER o a L. rr rr r. rr .-=:-, rr -r 'R i PROJECT/PHASE NO: 122061/9039 DRAWN BY; BDJ CHECKED BY_ RAW lIla. A /2//A A/,A /s>/A/A,./,/A ,/, /,.//,/A/A A/,/,/Y/,//,./,/A/,\/T?'/,/27/2////./.2'.A A/, /,.//A, RFDS;//.. T.I.D. 1.100 4' 2' 0 4' 6' EXISTING SOUTH ELEVATION 1 /4' -1' -0 - 1/4' -1'.--0- NOTE NOTE 0 04/18/14 ISSUED FOR CONSTRUCTION (12) AT&T ANTENNAS TOTAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS REV ` DATE DESCRIPTION / (3) RELOCATED AT&T ANTENNAS ._.. (9) PROPOSED AT&T ANTENNAS %'Y� �—oo"`�\���'1'1' r p P•�K LC//VV� ,� �� • f ��\e / %<0,.., • Q /‹- I' 39133 �% �i, .• 4X$/`4 e • • �� 'lll O� ••••••••••• +�u,` /0NA1., N�'—" TIP HEIGHT 2U'-D� AGL [� C-8 11 j i (2) PROPOSED DC POWER TRUNKS AND PROPOSED FIBER TRUNK Ei (1) ROUTED UP EXISTING WOOD POLE ® EXISTING CHAINLINK -?EOUPMENTT 0 J a o Z RTO i �' I EXISTING WOOD FENCE (TYP) LAMINATE POLE EXISTING ICE BRIDGE EXISTING GPS UNIT EXISTING GPS UNIT EMSTING SHELTER R IS A VIOLATION OF LAW FOR ANY PERSON, UNLEOME ACTING UNDEFt THE DIRECTION F UCENSED PROFESSIONAL ENGINEER, ALTER THIS DOCUMENT. U. O a CARBONDALE COL04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C L- rr rr --::::•:::,: :;5 SHEET TITLE EXISTING AND PROPOSED SITE ELEVATIONS •\ `' '. \/ \ \/ �7'\/\\ \\�\\/\\�\`/\`�� \\%\\/\\/\` \\/\\/\'\/�\\• \\/\\%\' '../ \� \/\\�\\/\\\ \`/\\/�\/\\/�\�\\%\\%\\%\\/ `�\\/\\�\\/\h , ..... ,, A ...`. .., ,��i� i,.. ,/,�i�,, . ,,,, ,.. ,.. /\,y.,,, ��.r/ i,. .,. i�,. ,.. ,. /,.. A �A .I: // �����%��%��%��%?\.\//l. //%/A /.,- �A A A /A / SHEET NUMBER C-3 • . 'SOUTH 4' �� PROPOSED ELEVATION 2 1/4--1'-0• NOTE CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS SECTOR TRANSMISSION CABLE DC JUMPERS FIBER JUMPERS FOR ALL RF OETNLS. ANTENNA TYPE TECHNOLOGY OTY TYPE NEEDED NEEDED at&t Al PROPOSED PROPOSED ANTENNA UMTS 4 COAX - - \•%.,....---"/ --"1 1`� A2 PROPOSED ANTENNA - - - - - A3 RELOCATED ANTENNA GSM - NO CHANCES - - 188 INVERNESS SUITE 400DRIVE WEST A4 PROPOSED ANTENNA LTE 3 SEE CHANGES BELOW YES YES ENGLEW00D, CO 80112 B1 PROPOSED ANTENNA UMTS 4 COAX - - B2 PROPOSED ANTENNA - - - - _ 03 ALLOCATED ANTENNA GAY - NO CHANGES - - p 64 PROPOSED ANTENNA LTE 3 SEE CHANGES BELOW YES YES 4v, Cl PROPOSED ANTENNA UMTS 4 COAX - - BLACK & VEATCH C2 PROPOSED ANTENNA - - - - - C3 RELOCATED ANTENNA, GSM - NO CHANGES - - 304 INVERNESS WAY SOUTH SUITE 400 C4 PROPOSED ANTENNA LTE 3 SEE CHANGES BELOW' YES YES ENGLEWOOD, COLORADO 80112 '(2) PROPOSED DC POWER TRUNKS AND (1) FIBER TRUNK SUPPLY ALL LTE ANTENNAS r \ PROJECT/PHASE NO: 122061/9039 DRAWN BY: OW PROPOSED ANTENNA AND TRANSMISSION CABLE REQUIREMENT NO SCALE 1 CHECKED BY: RAW REDS: --- 7.1.0. 1.100 1 PROPOSED AT&T •s. ANTENNA (Ti? OF 3) EXISTING AT&TATPD ANTENNA TO BE RELOCATED TO POSITION EXISTING RELOCATED 3 (TYP OF 3) REMOTE RADIO HEAD FROM SHELTER EXISTING TWIN TMA UNIT (TYP OF 3) TO BE RELOCATED TO POSITION AI 3 (TYP OF 3) _ PROPOSED REMOTE MI �. RADIO HEAD (TYP OF 3) ® o 04/18/14tSSUE0 FOR CONSTRUCTION f C :V 1•:,,,,,,." ,. REV GATE DESCRIPTION I Sad PROPOSED AT&T a . I • e l+r - ,r Az C3/ • SZ -N.1..„ 11 ANTENNA (TYP OF 6) •�. A2 N,9, 6 Ca I �.'' ` `•\ ` if NV POO REGto,.. ��iir�•g1K,L� ••� j ' ' a3 n i , EXISTING AT&T ANTENNA C � �' �` PROPOSED DC 'w '1 � SURGE SUPPRESSOR � • -s�, c � TO BE REMOVED (TYP Of 3) •I, �w` / MOUNTED TO SECTOR �i��J/� MOUNT MM® C2� / i, 391 3 /•CZ i• 144 �0..... • • EXISTING TWIN TMA UNIT TO BE RELOCATED TO POSITION 1 Cl A4 (TYP OF 2 PER SECTOR) / F` �` EXISTING RELOCATED 1r ♦•• �'\ AT&T ANTENNA / (TYP OF 3) / •:- •• S %%%%%%• `%%% ... 1�\+V\\s/DAI/ll `�` ""` l!�: ` •` I.. . • - EXISTING AT&T ANTENNA EXISTING RELOCATED .,, a A4 TWIN TMA UNIT TYP Of 1,14 !+:ti 1 PER SECTOR ( ClC1 ) '���+�� / \�,, •:- \• FOR ANY PERSON, SLE siHi AcNAOLAIION °nRo uNoER THE ERECTION OF A WENSEO PROFESSION,/ ENGINEER. TO ALTER THIS DOCUMENT_ I :���� :•:~w��4P TO BE REMOVED _ , ' . ` `y --- _.-...:._. er_...c{y .,. • —��.ma (TYP OF 3) ___ =- -_ 82 0111‘ Ba L„__`^� ��� ExISTING WOOD B3 LAMINATE POLE a vw -.� E....__ :-CC: _ _ \ IMP/� \ 64 B3 Y L 4_ '` 82 - \ \------ . - TING WOOD tis ell AV NATE POLE m TWIN ITING MARUNITT ELOC((TYP OF 2 TED CARBONDALE COL04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C PER SECTOR) mw .. SHEET TITLE ANTENNA LAYOUTS • Ilik.'11111.11” 1111,111t) SHEET NUMBER EXISTING ANTENNA LAYOUT NO SCALE 2 ` PROPOSED ANTENNA LAYOUT NO SCALE 3 C-4 ALCATEL-LUCENT 9442 RRH2x40-07-L ALCATEL-LUCENT RRH2x60W-2100 ROSENBERGER D215RRU WIDTH 12.20' (310mm) Wil. d'Q...; j- WIDTH 10.63' (270 mm) TOTAL WEIGHT (UNFINISHED) 34 LBS (15.42 Kg) DEPTH 10.62' (275mm) 4' .-:-t-,- .,---,-*4 DEPTH 7.9' (180 mm) -. ROUND LSCS 1/2' DIA TO 5' DIA y HEIGHT 20.8' (530mm) i E ......:x- HEIGHT 20.8' (510 mm) 60 DEGREE ANGLE LEGS 1' DIA TO 5' DIA ` . � t TOTAL WEIGHT (WITHOUT MOUNTING KIT) 51 LBS (23 Kg) _ .'�"•'' TOTAL WEIGHT (WITHOUT MOUNTING KIT) 40 LBS (18 Kg) _. N.81., -. 90 DEGREE ANGLE LEGS 1' DIA TO 3.5' Du %411 ` I I / 0 PROPOSED O is / II 188 INVERNESS DRIVE WEST '.rtes! I .".._. �� 0,7 .�,-�+" ..-�H'�- i ? I f , :` a - K'84.34 i E I #' '" -�-.��, ^'es4..1„ �'±'eT U� ' r �, *mob ' r ( "kI A I * Y RRH ANGLE I MOUNT PROPOSED) RRH �� •`�. � `.� SUITE 400 ENGLEW000. CO 80112 TYP •j II I L. -.n__., I I I I I �__�_J �‘ PROPOSED RRU ANGLE MOUNT BLACK Illor & VEATCH RRH SPECIFICATIONS (700 MHz) NO SCALE 1 RRH SPECIFICATIONS (2100 MHz) NO SCALE 2 RRH BACKTO BACK MOUNTING NO SCALE 3 304 INVERNESS 4W Y SOUTH 00 ENGLEW00D, COLORADO 80112 REMOTE RADIO HEAD MOUNTING RAYCAP DC6-48-60-18-8F 1110, ANGLE BRACKET PROPOSED REMOTE RADIO HEADS MOUNTED PROJECT/PHASE NO: 122061/9039 DIMENSIONS, WzO4H 11'x31.25' BACK-TO-BACK ON ANGLE BRACKET DRAWN BY: FM NOMINAL OPERATING VOLTAGE 48 VDC i • �., ES _ � INSTALL PROPOSEDMUN ANTENNA MOUNTING CHECKED BY: RAW NOMINAL DISCHARGE CURRENT 20 kA 8/20 Ps • m---7- � 1 MAXIMUM DISCHARGE CURRENT 60 kA 8/20 Ps ' ` ✓ f. , PROPOSED SURGE PROTECTION UNIT P/N DC6-48-60-18-8F) ARM PIPE IF NEEDED MAXIMUM CONTINUOUS OPERATING VOLTAGE 75 VDC — „Ir.'s.. �� 'I (RAYCAP 011.0101M RFDS• --- —_� L.]A/7 T.1.0. 7.100 , / VOLTAGE PROTECTION RATING 400 V (� WIND LOADING 150 MPH SUSTAINED(105.7 LBS):x,STING INS MPH GUST (213.6 LBS) JSOMETRIC \�� SQUARE TUBING \ ` J i PROPOSED DC SURGE SUPPRESSOR MOUNTED TOSECTORSTANDOFF TOTAL WEIGHT 32.8 LBS 11• T -ARM MEMBER \I �t \ I `i F } \ / 1 1,. � 1 . . ��, • �� �\, ,, �� III ` U PROPOSED ��, �% , ' LI ! ANTENNA 0 In to.I`1---moi e. el CC O 04/18/14 LSSl1FD FOR OONSIRUCiHkt ono " 4.1)►•_•r.,„ 1, n REV DATE DESORRIPIIONIti.uuu/ ' .,• TOPsascuximat PROPOSED STAND-OFF ARM PROPOSED 3/8' DIA DC \ � 1 �'`� d RE �5,`�� Q rj + O� T�` CONTRACTOR TO USE 'THREAD LUBRICANT' ON SIDE FRONT MOUNT (COMMSCOPE P/N XP -197-5 OR ENGINEER MOUNTING BOLTS DURING INSTALLATION APPROVED EQUAL) PROPOSED 2-3/8" DIA X 24' SCH 40 PIPE MOUNT NSIDER NONMEGWC 3/4• 1 DIA SEAL-11TE (TYP) ... ......... !i per! 91° .\\ K. Les/%1=2,,,,. �h j'' PROPOSED 1/2' PROPOSED 1/4' DIA FIBER CABLE ROUTED _ COAX JUMPER INSIDE NONMETALLIC 3/4' DIA SEAL -TRE (STOP PROPOSED NSC 6-8' BEFORE FIBER TERMINAnON)(TYP) OU (EYP) CABLE i V f �� n Q / • Q y2 ""^Fj •• 39133 (TYp) ANTENNA MOUNTING F -SCALE 6 •• : q i�- �a.,•., • •f ���'� DC SURGE SUPPRESSOR DETAIL NO SCALE 4 DC SURGE PROTECTION MOUNTING NO SCALE 5 FLEXIBLE INNER RIGID EMT N UR V A� .`'� R IS A VIOI.ATtON OF LAW FOR A71V PERSON, UMFSS THEY ARE ACTVIC Lk10ER THE DRECTION OF A LICENSED PROFESSIONAL ENQNTFR, TO ALTER 1H'S DOCUMENT. ! EXISTING ICE T BRIDGE '1` li II 11 (2) PROPOSED 2' DIA CONDUITS --- -� - II II II -CONDUIT SUPPORT BRACKET AND BANDING (SABRE P/N C20 -1e0-100 AND CARBONDALE COL04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C AA ��! C40-091-004 OR APPROVED (DUAL) I0'-0' O.C. EXISTING COAX—" c —i MONOPOLE SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER C-5 —t — _I FLEXIBLE INNER DUCT CONDUITS .. I NO SCALE I 7 NOT USED NO SCALE 1 8 NOT USED NO SCALE 9 r :I'I'I'I,' 1,l'i'I'i-I'I'i'I'F-i,i'i'i'E FROM TO "liI'I.1.[ 'I 1.1.1+i-1.1'1.1.1-1.1+1, -48VDC CIRCUIT •+I' I�I'I'I�I'I'I'I'F (1) 2-j10 TELCOFLEX III DC CABLE I'I'II1.41'I'I'I "I'I'I'I'ISI'I'I+f-+I'I'I'I'I-<±I'I'I'I'I 0000 r r PROPOSED MOUNT LOCATION - I -EXISTING 24V0C BATTERY DANK TYPICAL PER SECTOR RRH j1 RELOCATED RRH #2 PROPOSED -ROUTE TO THE NEAREST GROUND BAR (TYP) I -EXISTING LINEAGE UPS +24/-48VDC L J-1 TO EXIST,NG MASTER GROUND BAR IL FIBER OPTIC CABLE ROUTE TO THE NEAREST GROUND BAR (TYP) PROPOSED RAYCAP SURGE PROTECTION #1 DC6-48-60-18-8F y— U LTE BASE BAND UNIT EXISTING GROUND BAR RAYCAP SURGE PROTECTION DC6-48-60-RM .I, I EXISTING GROUND BAR J LOCATED WITHIN PROPOSED LTE RACK NOTES 1. DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY -48V. REFER TO ATT -002-290-701. 2. LTE DC POWER WIRING SIZE 14 AWG TO 10 AWG SHALL BE TELCOFLEX III. OC POWER WIRING 8 AWG AND LARGER SHALL BE TELCOFLEX IV. 3. LTE POWER WIRING SHALL BE IN ACCORDANCE WITH ATT -002-290-531. 4. GROUND CONDUCTOR MINIMUM SIZE SHALL BE 750 KCMIL FOR POWER PLANT CAPACITY GREATER THAN OR EQUAL TO 1.200 AMP. 5, QC ELECTRICAL LOAD DEMAND FOR PROPOSED ADDITIONS WERE INCLUDED IN PRIOR AC CALCULATION. DC CIRCUIT SCHEDULE NO FROM TO CONFIGURATION Oi -48VDC CIRCUIT LTE BASE BAND UNIT (1) 2-j10 TELCOFLEX III DC CABLE ® -48VDC CIRCUIT FLAyCAP PROTECTION 006 -48 -60 -RM (1) 2-110 TELCOFLEX III DC CABLE O-48VDC CIRCUIT PR4TECTIONGE DC6-48-60-RM (1) 2-j10 TELCOFLEX III DC CABLE O4 -48VDC CIRCUIT RAYCAP SURGE PROTECTION DC6-48-60-RN (1) 2-fI0 TELCOFLEX III DC CABLE O5 RAYCAP SURGE PROTECTION DC6-48-60-RM RAYCAP SURGE PROTECTION DC6-48-60-18-8F -18 _ (1)iYPE TYPE RN T CABLE -1 O6 RAYCAP SURGE PROTECTION DC6-48-60-RM RAYCAP SURGE PROTECTION DC6-48-60-18-8F (I)TrW IC-EERR DC �-1 O7 RAYCAP SURGE P4O-60-16TECTION Dcs-48-ao-Is-BF RRH REMOTE RADIO HEAD j1 (1) TYP2-#12 ITC-ERNDDCC CABLE -I 8O RAYCAP SURGE PROTECTION 006-48-60-18-8F RRH REMOTE RADIO HEAD j2 (1) 2-j12 THHN/iHWNMV-1 TYPE TC -ER DC CABLE ELECTRICAL DC ONE -LINE DIAGRAM NO SCALE 1 at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEW00D, CO 80112 BLACK & VEATCH 304 INVERNESS WAY SOUTH SUITE 400 ENGLEW00D, COLORADO 80112 PROJECT/PHASE N0: 122061/90391 DRAWN BY: BDJ CHECKED BY: RAW REDS: --- `T.I.D. 1.100, 04/1 0/1 4 ISSUED FOR CONSTRUCTION REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR AY PERSON. UNLESS THEY ARE ACTV4G UNDER THE DIRECTION Of A LICENSED PROFESSIONAL FHpNEER. TO ALTER THIS DOCUMENT. CARBONDALE C0L04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE ELECTRICAL DC ONE -LINE DIAGRAM SHEET NUMBER E-1 NOTE FOLLOW ATT-002-290-701 STANDARD COLOR CODE MD LABEL PER AUT-TP -76300 SECTION L INSTALLATION REQUIREMENTS._ LOW BAND RRH HIGH BAND RRH ‘tittu.....Aktizzsaweil at&t RED BLACK/GREEN RED/GREEN — II 11 — BLACK/BLUE RED/BLUE 1 f1 11 188 INVERNESS OR WEST SUITE 400 ENGLEWOOD, CO 80112 / ` BLACK Al/C1 83/03 c 0 0 -Th if- c.). V BLACK & VEATCH TORRH-fl BLACK/ORANGE RED/ORANGERED/ORANGE ll ll fT11 — V II II BLACK/ORANGE f111 SPARESUITE 304 INVERNESS WAY SOUTH 400 ENGLEW000, COLORADO 80112 �� ✓/ �� ' PROJECT/PHASE NO: 122061/9039 A2/C2 62/02 DRAWN BY: BDJ ii EXISTING PROPOSED RRH'S RRH'S SPARE CHECKED BY: RAW �- �',_ �--=-1'N\ ``\ • , ,_ , NO (DO NOT USE) RHOS: -- C (BLUE) TO RRH�, Al B1 C1 A2 62 C2 C1 C2 C3 D1 D2 03 NC (BLUE &WHITE) T.I.D.,1.100 II'' '''' ll__lJ 11 11 BLACK BLACK BLACK BLACK BLACK BLACK / r BLACK/BLUE —BACK/GREEN SPARE BLUE ORANGE GREEN BLUE ORANGE GREEN 0 O O O O 0 RED/BLUE RETURN — RED/GREEN fl 11 fl f1 SLACK BLACK BLACK BLACK BLACK BLACK USE C & NC �E� FROM GROUND FROM GROUND FROM GROUND FROM GROUND FROM GROUND FROM GROUND 0 0 0 0 0 0 0 , J RED REO RED RED AJ/C3 81/01 & & & & RED & RED a O O O O 0 0 BLUE ORANGE GREEN BLUE ORANGE GREEN o 04/IB/14 ISSUED FOR CONSTRUCTION %%O. 1 RED REO RED RED RED RED REV DATE DESCRIPTION ( V FROM FROM FROM FROM 0 0 0 0 0 TO RRH BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER S ALPHA BETA GAMMA ALPHA BETA GAMMA REG/N. U 11 11 11 SPARE STUDS (TYP) ti `- - - ROUTED TO TELCO Q Pp0 OCs•••••••• /F )1 K, C e•• �(O-_..T r� -' TRUNK CABLE '— ' (GRAY' TRUNK CABLE #2 (PURPLE) 5 ALARM BLOCK �(I+ �� 0 •f •\e� , • �� Qel • f TO GROUND BAR i�391 NC (BLUE & WHITE) C (BLUE) • AN Og ss'ONAl EN�'= \\\ (' NO (DO NOT USE) IT 6 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIORAL ENOREER• 6j TO ALTER THIS OOCUYENT. CARBONDALE 5 ROUTED TO RRH C0L04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE ELECTRICAL DC SURGE SUPPRESSOR DIAGRAMS SHEET NUMBER E-2 DC6-48-60-18-8F REAR VIEW OF DC6-48-60-RM DC SURGE SUPPRESSOR WIRE DIAGRAM NO SCALE NO SCALE 2 DC SURGE SUPPRESSOR WIRE DIAGRAM TYPICAL PER SECTOR EXOTHERMIC CONNECTION 111—. GROUND ROD • TEST GROUND ROD WITH • MECHANICAL CONNECTION IIT INSPECTION SLEEVE 1 1 w LEGEND 0=610-'4 11 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY.,t11,413....../,..,`'44.' 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND AT&T GROUNDING AND BONDING REQUIREMENTS (ATT -TP -76416) AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. ".at&t "`+. � 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 - n .I .I RRH RRH SURGE SUPPRESSION DEVICE °1j CiltOr < D? ') 0 <I 01#I1 Alai,�',jJI 1 io 1 Oil I < NI �` NOTES O EXTERIOR GROUND RING: O2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. (ATT -TP -76416 2.2.3.5 / 7.5.1) OB TOWER GROUND RING' THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN � /� BLACK & VEATCH ANTENNA TOWER'S LEGS, ANDGUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER ANDD THE BUILDING, AT LEAST TWO BONDS SHALL BE MADEE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM %2 AWG SOUD COPPER CONDUCTORS. (ATT -TP -76415 / 7.5.1) C INTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR O 304 INVERNESS WAY SOUTH SUITE 400 ENGLEWOOD, COLORADO 80112 ANTENNA GROUND BAR — — EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREAL ALL NON -TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND WITHIN A SITE SHALL BE I IDRAWN GROUNDED TO THE INTERIOR GROUND RING WITH /6 AWG STRANDED GREEN INSULATED CONDUCTOR, (ATT -TP -76416 / 7.6.4) A PROJECT/PHASE NO: 122061/9039 BY: BDJ O ONO TO SHALLBE INTERIORGROUNDATU�RItA'I. FOUR G SOLID POINTS ON THECOPPER WIRE INTERIORGROUND RMARY I ,BONGS OF THE BUILDING. (ATT -TP -76416 7.5.2,2) CHECKED BY: RAW LOCATED AT THE CORNERS REDS: --- O GROUND ROD• UL LISTED COPPER CLAD STEEL. MINIMUM 5/8' DIAMETER BY EIGHT FEET LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS T.I.D. 1.100 j TOWER EXIT GROUND BAR SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. (ATT -TP -76416) FER N BAR: POINT OF GROUND REFERENCE FOR ALL OCELL R . GROUND COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS )J2 AWG ONOTED __ _ I OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS, BOND TO GROUND RING WITH (2) #2 SOLID TINNED COPPER CONDUCTORS. (ATT -TP -76416 / 7.6.7) O HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH -PLATE AND A CEI. BAR ARE BOTH PRESENT, THE CRGB MUST BE CONNECTED TO THE -- TOWER GROUND RING O - - - - _ ..A.� - - - - - - - �� E I I - - - --A- REFERENCE GROUND AND TO THE INTERIOR GROUND RING USING (2) TWO j2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. 0 04 ISSUED cartlkuCTpN 9 •4; ;4 ,F 1.: LOCATED AT THE ENTRANCE TO THE CELL OH .41 ; 4; ..• .`� R /16//16/14 � • r - - I I • o O m c��ES. O V I I -- —A— Ex15TUdG SHELTER SITE BUILDING. BOND TO GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE. (ATT -TP -76416 / 7.6.7.2) OJ TOWER EXIT GROUND BAR: #2 AWG SOUD TINNED COPPER BOND TO THE TOWER t AppREGA,,, .. O� +, GROUND RING. (ATT -TP -76416 / 7.4.2.6) O IE tl 0 LINO BAR: BONO TO BOTH CELL RLFLHENCE GROUND BAR AND EXTERIOR ••8040•• cA .'• \ K. L66itifF ++�/ t �L� /y d S GROUND RING. (ATT -TP -76416 / 7.6.8) 0 FRAME BONDING' THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE : X391 3 :` / • GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. BOND THE FRAME GROUND TO THE 'I' SECTION OF THE CELL REFERENCE GROUND BAR OR SUPPLEMENTARY CONDUCTOR. (ATT -TP -76416 6.5.3 AND 7.8) UNIT METAL F O CABINETS AND INOMDUAL METALLIC UNITS''a�s/ONq� /// 40� ��/� 40 1" a •t, J O • fa'V i •4040j 0000 •4040 \' i �N�'`r HEDAREA OF THES: LOCATED WITH TOR IMNTEROR GROUND RING REQUIRE A AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. (AIT -TP -76416 / 7.12.3.1) GROUNDING -GROUND O BONDED R IS A VIOLATION OF LAW FOR ANY PERSON. EOOIIEC TION UNLESS THEY ARE ACTiNGROF UNDER THE ENGINEER. RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE TO GROUND RING WITH A /2 AWG SOUD TINNED COPPER CONDUCTOR AT AN INTERVAL NOT OF A OCEHSEA PROFLS TO ALTER THIS DOCUMENT. t • EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. (ATT -TP -76416 / 7.12.2.2) 0 EXTERIOR UNIT BONDS' METALUC OBJECTS, EXTERNAL. TO OR MOUNTED TO THE CARBONDALE L04049 BUILDING, SHALL BE BONDED TO THE EXTERIOR GROUND RING. (ATT -TP -76416 7.12.2) OQ ICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING 356 101 ROAD CARBONDALE, CO 81 623 CELL REFERENCE GROUND 8AR WITH d2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. (ATT -TP -76416 / 7.4.2.6) LTE - 2C 12 AWG I. # I I 31 aNnL I a _ _ 0DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADDmONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR (CRGB) PER TP76300 SECTION H 6 AND TP76416 SHEET TITLE EQUIPMENT GROUNDING PLAN EXTERIOR GROUND RING 0 _ OSHEET FIGURE 7-11 REQUIREMENTS. NUMBER G-1 TOWER ANTENNA EQUIPMENT GROUNDING ONE -LINE NO SCALE 1 KEY NOTES GROUNDING EXTERNAL %4 OR /6 AWG STRANDED CU CONDUCTOR WITH AN, THWN-2 INSULATTIOO N INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO TOOTHED EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO TOOTHED EXTERIOR TWO r ) at BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE ALL INTERIOR TWO -HOLE CONNECTOR BARREL CONNECTORS 3/8"OIAx1 1/ ' 145 TAG CLEAR HEAT S/S NUT SHRINK AMW I -HOLE SHRINK UV BUTT UP AGAINST THE CONNECTORS RATED CONNECTOR BARREL600V, 3/8"OIAx1 1/ " 145 TAG CLEAR HEAT S/S NUT SHRINK SAWA AMR GROUNDING BAR ON WALL,/ FLOOR, OR ON ANTENNA TOWER r "' —. " -.. 0 — q '' 168 INVERNESS DR VE WEST SUITE 400 ENCLEWOOD, CO 80112 S/S LOCK HIM INiii S 5 LOCK / 1E1111 I��I WASHER WASHER © u II 0 1 O OQ /16 ' ® ® S 5 FLAT MI W 'T TTT 1-,-.1TrTT II S/S FLAT - /'/re- / / / / / / /� WASHER JJJJJJII WASHER JJJ1111 - i - 1. - , _ TINNED COPPER TINNED COPPER GROUNDING BAR �^ S/S FLAT MINIM GROUNDING GROUNDING BAR / J S/SWAS FIAT �— IIIII INN j'Trrrr/-� JJJJ111 J WASHER -7-7-7-7-r.,-/-,1-7-7-7-7-r.,-/-,1WASHER ✓—/JJJ111 (TYP) J _I IL \_—_- 1--i S/S BOLT (1 OF 2) 1/16' MINIMUM SPACING Oo WSCOtu+ECT NOT HEMMr S/S BOLT (1 OF 2) 1 tfi' MINIMUM SPACING / DO DISCONNECT NOT C'-.. (2) TWO EXOTHERMIC TO BE USED COPPER GRUNOING 2 AWG SOLID BCO DICTOR EXOTHERMICQWELD TO URIED• GROUNDING RING AND GROUNDING BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END BLACK & VEATCH 304 INVERNESS WAY SOUTH 400 ENGLEWOOSUITECOLORADO 80112 'DO NOT DISCONNECT' TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS "DO NOT DISCONNECT' TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS INTERIOR TWO HOLE LUG NO SCALE EXTERIOR TWO HOLE LUG NO SCALE 2 INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR NO SCALE 3 , , PROJECT/PHASE NO: 122061/9039 1. EXOTHERMIC WELD (2) TWO, /2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL 1IF STOLEN DO NOT RECYCLE.' THE CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ('P', "A", 'I') WTH 1' HIGH LEIILRS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8' DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TO GROUNDING BUS. 6. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE. 600 VOLT INSULATION, ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 7. SUPPLIED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED, PROVIDING 50X SPARE CONNECTION POINTS. 9. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS). NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. DRAWN BY: BDJ CHECKED BY: RAW NO REQUIRED PART NUMBER DESCRIPTION REDS: --- O1 1 1/4"x4'x30' SOLID GROUND BAR T.I.D. 1.100 O2 2 A-6056 WALL MOUNTING BRACKET r O3 2 3061-4 INSULATORS O4 4 3012-1 5/8'-11x1' H.H.C.S. OS 4 3015-8 5/8" LOCKWASHER 0 04/18/I4 ISSUED FOR CONSTRUCTION ,..REV EWE DESCRIPTION (SEE NOTE 2) DOUBLE CRIMP / O RE +\T11 PD rj/(1 11' /, gyp. ��e\ K. L ee•• v iXr1 41 �1 _.��s//�• &c, / • 1OA%,(41. •........ C,, r.S CONNECTION GROUNDINTERIOR RING 0 0 4" EACH MI ✓ 0 /� 1/4 GROUNDING 1 ce$P 13" CONDUCTOR IE :� - G G TERMINATING per.-- ° p 0 (SEE NOTE 1) ON ANY NOTES NO SDALE 5 IT IS A VIOLATKHI OF LAW FOR ANY PERSON, UNLESS THEY ME ACTING UNDER IRE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOcuuENT. / GROUND BAR SHALL HAVE AN IDENTIFICATION TAG CARBONDALE 3566 49 1 011 0ROAD ROAD CARBONDALE, CO 81623 ITE — 2C ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGI ( AND DESTINATION SECTION "P" - SURGE PROTECTORS (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) (#2 AWG) (EC) TELCO GROUND BAR (#2 AWG) (EC) COMMERCAL POWER COMMON NEUTRAL/GROUNDING (EC) FIBER GROUND BAR (/2 AWG) EC POWER ROOM REFERENCE GROUND BAR (#2 AWG) (AT&T) RECTIFIER FRAMES (EC) INTERIOR GROUND RING (#2 AWG) (EC) EXTERNAL EARTH GROUNDING FIELD (BURIED GROUND (EC) BUILDING STEEL (IF AVAILABLE) (I/O AWG) SECTION "I" - ISOLATED GROUNDING ZONE BOND (3/0) RING) (#2 AWG) SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2 (AT&T) ALL ISOLATED GROUNDING REFERENCE (AT&T) GROUND WINDOW BAR . (MGB) REFERENCE GROUND BAR NO SCALE 4 NOT USED NO SCALE 6 NOT USED NO SCALE 7 EXOTHERMIC CONNECTION • MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ® TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM ® T EXOTHERMIC WITH INSPECTION SLEEVE • ❑ GROUNDING BAR AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR AC ALTERNATING CURRENT LB(S) POUND(S) ADDL ADDITIONAL LT LINEAR FEET AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION AFG ABOVE FINISHED GRADE MAS MASONRY AGL ABOVE GROUND LEVEL MAX MAXIMUM AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT ALUMINUM MECH MECHANICAL ALT ALT ALTERNATE MFR MANUFACTURER ANT ANTENNA MGB MASTER GROUND BAR APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH BATT BATTERY MW MICROWAVE BLDG BUILDING BLX BLOCK NEC NATIONAL ELECTRIC CODE NM NEWTON METERS BLKG BLOCKING NO. NUMBER BM BEAM BTC BARE TINNED COPPER CONDUCTOR R NUMBER NTS NOT TO SCALE BOF BOTTOM OF FOOTING OC ON -CENTER CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CANT CANTILEVERED OPNC OPENING CHG CHARGING P/C PRECAST CONCRETE CLC CEILING UR CLEAR PCS PERSONAL COMMUNICATION SERVICES COL COLUMN PCU PRIMARY CONTROL UNIT PRC PRIMARY RADIO CABINET COMM COMMON PP POLARIZING PRESERVING CONC CONCRETE PSF POUNDS PER SQUARE FOOT CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH DBL DOUBLE PT PRESSURE TREATED DC DIRECT CURRENT DEPT DEPARTMENT PWR POWER CABINET OF DOUGLAS FIR RAD RAO USTM on QUANTIPROPERTY OU DIAMETER DWG DIAGONAL RECT RECTIFIER DIM DIMENSION REF REFERENCE REINF REINFORCEMENT DWG DWL DOWEL DRAWING REQ.()REQUIRED RET REMOTE ELECTRIC TILT EACH EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY EL ELEVATION RMC RIGID METAWC CONOUIT ELEC ELECTRICAL RRH REMOTE RADIO HEAD EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT RWY RACEWAY ENG ENGINEER SCH SCHEDULE EQ EQUAL EXP EXPANSION SHT SHEET SIAD SMART INTEGRATED ACCESS DEVICE EXT EXTERIOR EW EACH WAY SIN SIMILAR SPEC SPECIFICATION FAB FABRICATION SQ SQUARE FF FINISH FLOOR FE FINISH GRADE SS STAINLESS STEEL STO STANDARD FM FACILITY INTERFACE FRAME FIN FlNISH(ED) TEMP TEMPORARY STL STEEL//ll FIR THA THICKNESS FDN FOUNDATIONFLOOR FOC FACE OF CONCRETE TN TOEEN�MOUNTED AMPLIFIER L FOM FACE OF MASONRY FOS FACE OF STUD TOA TOP OF ANTENNA FOW FACE OF WALL TOC TOP OF CURB TOE TOP OF FOUNDATION FS FINISH SURFACE FT FOOT TOP TOP OF PLATE (PARAPET) FTC FOOTING TOS TOP OF STEEL GA GAUGE TOW TOP OF WALL GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GEC! GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL UC UNDERGROUND GLB GLUE LAMINATED BEAM UL UNDERWRITERS LABORATORY GLV GALVANIZED UNLESS NOTED OTHERWISE GPS GLOBAL POSITIONING SYSTEM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM CND GROUND GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) HOG HOT DIPPED GALVANIZED VIE VERIFIED IN FIELD HDR HEADER w WIDE MGR HANGER w/ WITH HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT WEIGHT ���� ' 188 IT'NESUITES400DRIVE WEST ENGLEW000, CO 80112 GROUND ROD 111--41 TEST GROUND ROD WITH INSPECTION SLEEVE II[T I i� SINGLE POLE SWITCH DUPLEX RECEPTACLE dib DUPLEX CFCI RECEPTACLE ill r FLUORESCENT LIGHTING FIXTURE I (2) TWO LAMPS 48-T8 L SMOKE DETECTION (OC) .�- , F I J 0 BLACK 304 INVERNESS ENGLEWOOD, SUITEr7 & VEATCH 4W Y SOUTH COLORADO 80112 g EMERGENCY LIGHTING (DC) (( SECURITY LIGHT W/PHOTOCELL UTHONIA ALXW t I LED -1-25A400/51K-SR4-120-PE -DDBTXD CHAIN LINK FENCE PROJECT/PHASE NO: 122061/9039 DRAWN BY: $DJ CHECKED BY: RAW x x x x WOOD/WROUGHT IRON FENCE • REDS: --- • • • • • WALL STRUCTURE(////////////////////////j//.//J///A LEASE AREA .- _ T.I.D. 1.100 • e i • UNE (PL) SETBACKS "" -"` -� " -- - _ ICE BRIDGE d1► ►OV►At►oV►OOt►O�►�►�► ► te4Hke�►4 ►:-44f44►g►eti >yt►4�k CABLE TRAY WATER LINE — w w w — w -----w ---EA UNDERGROUND POWER UGP — UGP — UGP — UGP — UCP UNDERGROUND TELCO UGT UGT — UGT — MET — MET 0 04/18/14 ISSUED FOR CONKTRUCixxl `REV GATE OFSCRIP110N e OVERHEAD POWER —OHP OHP OHP OHP \\\ ��\\ ^^o�PpO REO/6,T�ILI �• *** S •�•*� 1 �i� (%r.\lz� K. Cel••• -ii, 11/ i /d • Co %�`_�.. ' /� /'-Jj� / j 391 3 • • • �t� //�J/o 13 G/7� •te 111'% ���•�•��\� L''�1\V'PONAI.EN-- OVERHEAD TELCO oFr ONT art OHT UNDERGROUND TELCO/POWER — UGT/P — UGT/P — UGT/P — UGT/P — ABOVE GROUND POWER — AGP — AGP — ACP — AGP — AGP — ABOVE GROUND TELCO AGT —AGT —AGT —AGT — ACT ABOVE GROUND TELCO/POWER — AGT/P — AGT/P — AGT/P — ACT/P — WORKPOINT W.P. SECTION REFERENCE410 i DETAIL REFERENCE f ® UNLESS THEY MEACTINGUNDER THE DANY ICTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. • CARBONDALE COL04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2CUNO SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN -1 . - LEGEND . ABBREVIATIONS r 'A GENERAL CONSTRUCTION NOTES S`:ENERAI CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS. THE FOLLOWING DEFINITIONS SHALL APPLY; GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (B&V) CONTRACTOR: (CONSTRUCTION) OWNER: AT&T 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMIUARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE NECESSARY PROVISIONS. PRIOR TO PROCEEDING WITH CONSTRUCTION, GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONTRACT DOCUMENTS, SITE CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON PLAN. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH APPUCABLE MUNICIPAL AND UTIUTY COMPANY SPECIFICATIONS IN ADDITION TO LOCAL JURISDICTIONAL CODES, ORDINANCES. AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS SHOWN ON THE DRAWINGS. 7. PLANS SHALL NOT BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. IT IS CRITICAL TO FIELD VERIFY ALL DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE PLAN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND APPROVED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THE PLAN, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL. BE RESPONSIBLE FOR THE SAFETY OF WORK AREA ADJACENT AREAS, AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK ACTMTIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS. SHALL BE MADE WITH UL OSTEO MATERIALS, APPROVEO BY THE LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF ALL DEBRIS DAILY. 14. AS -BUILT CONDITIONS ARE REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER. 48 HOURS PRIOR TO COMMENCEMENT OF WORK. IS. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS. LANDSCAPING, AND STRUCTURES DURING CONSTRUCTION OPERATIONS. ANY DAMAGED AREAS/ SITE ELEMENTS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR THE NOTIFICATION OF TIER -TWO FACILITY/UTILITY OWNERS. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES, AT ALL. TIMES. 21. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C LOCATED WITHIN 25 FEET OF TRAVEL DISTANCE TO WORK ALL AREAS OR WHERE WORK IS BEING PERFORMED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UIIUTIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. TRAINING SHALL INCLUDE BUT NOT BE UNITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER. WATER, GAS, ELECTRIC. AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED. CAPPED. PLUGGED. OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL. OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND PROPERLY STABIUZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE SITE DURING CONSTRUCTION. EROSION CONTROL AND SEDIMENT CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH FEDERAL AND/OR LOCAL JURISDICTIONS. 26. FILL OR EMBANKMENT MATERIAL SHALL NOT BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR IN OPEN SPACE. ALL TRENCHES IN THE PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH PLOWABLE FILL OR OTHER MATERIAL, PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS. DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES. OPERATION MANUALS, MAINTENANCE MANUALS. CATALOGS. SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. •• 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REOUNES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. THE PROPOSED FACILITY WILL BE UNMANNED, DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 32. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION OF APPROXIMATELY TWO TIMES PER MONTH BY AT&T TECHNICIANS. 33. NO OUTDOOR STORAGE OR SOUD WASTE CONTAINERS ARE PROPOSED. 3+. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBIUTY GROUNDING STANDARD 'TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM WIRELESS SITES' AND 'TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS ANO THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 37. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE OBSERVATIONS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. WHITE STROBE LIGHTS ARE NOT PERMITTED. IF LIGHTING IS REQUIRED, IT SHALL MEET FM STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE CONTRACTOR SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOIINTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/DA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 'ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE', UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK WASHERS AND/OR DOUBLE NUTS, AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA AND ASSOCIATED GROUNDING PER MANUFACTURER'S RECOMMENDATIONS. 47. ALL UNUSED PORTS ON ANY ANTENNA OR TMA, SHALL BE COVERED BY CONCEALOR CAP WITH PROPER WEATHER PROOFING OR BE TERMINATED WITH A 50 0 LOAD. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS MID ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 3 DEGREES AS DEFINED BY THE REDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5 DEGREES AS DEFINED BY THE REDS. REFER TO ATT -002-290-210. 49. JUMPERS FROM THE TOWER MOUNTED AMPLIFIERS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD ME SERIAL NUMBER, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TOWER MOUNTED AMPLIFIERS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL. POSITION. 52. ANTENNAS SHALL HAVE A 4'-0' MINIMUM CENTER -TO -CENTER HORIZONTAL SEPARATION. TORQUER O lift M NTc 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. A TORQUE MARK FORMING A CONTINUOUS STRAIGHT UNE IS TO BE MADE IN THE FOLLOWING APPUCATIONS: A. RF CONNECTIONS - MARK BOTH SIDES OF THE CONNECTOR 8. GROUNDING AND ANTENNA HARDWARE - MARK ON THE NUT SIDE OF THE BOLT, STARTING FROM THE THREADS TO THE SOUD SURFACE. SOUD SURFACE EXAMPLES INCLUDE A GROUND BAR OR ANTENNA BRACKET METAL. 55. ALL 81,1 ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED IN CONDUITS OR INNERDUCT. WHEN UTILIZING A CABLE TRAY SYSTEM, PLACE FIBER OPTIC TRUNK CABLE INTO AN INTER -DUCT. A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER -DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SHALL BE SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NEPA 70 (NEC) ATRICLE 770 RULES SHALL APPLY. 61. TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS OR CABLE TRAYS, AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) FEET. WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS OR CABLE TRAYS THAT ARE SERVICING UTILIZATION EQUIPMENT OR DEVICES. A TRANSITION DISTACE EXCEEDING (6) FEET REQUIRES CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CAR F NOTES 63. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 64. CONTRACTOR SHALL VERIFY THAT THE DOWNTILT OF EACH ANTENNA IS WITHIN +/- 0.5 DECREES OF SPECIFICATION WITH AN OCI APPROVED DIGITAL LEVEL. 65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO LASTEST REVISION OF THE "ANTENNA SYSTEM LABELING STANDARD.` 66. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE IN AN APPROVED MANNER, NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 67. COAXIAL CABLE SHALL BE SECURED TO THE DESIGNATED SUPPORT STRUCTURE(S) PER MANUFACTURER'S SPECIFICATIONS. GENERAL CABLE MD EQUIPMENT NOTES 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, COAX CONFIGURATION, MAKES, AND MODELS PRIOR TO INSTALLATION. 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 71. AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE, ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKUNG. BUTYL BLEEDING IS NOT ALLOWED. SELF BONDING TAPE AND PLASTIC ENCLOSURES ARE PERMITTED PER ATT -002-290-041, SECTION 7. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A B. C. D. TEMPERATURE SHALL BE ABOVE 50 DEGREES FAHRENHEIT. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. FOR REGULATED TOWERS, FM/FCC APPROVED PAINT IS REQUIRED. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. AT THE FOLLOWING LOCATIONS PER MANUFACTURER'S RECOMMENDATIONS: A. B. C. D. THE ANTENNA LEVEL. THE MID LEVEL, TOWERS WHICH ARE OVER 200'-0', ADDITIONAL CABLE GROUNDING REQUIRED. BASE OF TOWER PRIOR TO TURNING HORIZONTAL. OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. 76. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0' T -BOOM SECTOR ANTENNA MOUNT INCLUDING ALL HARDWARE, IF APPUCABLE. „,‘.tasifter at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEW00D. CO 80112 BLACK & VEATCH 304 INVERNESS WAY SOUTH SUITE 400 ENGLEW000, COLORADO 80112 A' PROJECT/PHASE NO: 122061/9039 DRAWN BY: BDJ CHECKED BY: RAW REDS: T.1.0. S 1.100 i 0 04/18/14 ISSUED FOR CONSTRUCTION `REV DATE DESCRIPTION A' A' IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ME ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT, i CARBONDALE C0L04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE GENERAL CONSTRUCTION NOTES SHEET NUMBER GN -2 GENERAL SiTE WORK AND DRAINAGE NOTES PART 3 - EXECUTION 3.5 AGGREGATE ACCESS ROAD: 3.1 GENERAL A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF A RAIN EVENT, THE SITE CAN PROPERLY DRAIN AT ANY TIME. B. PRIOR TO SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS, AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH, OTHER DEBRIS, AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE GROUND SURFACE. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, BRUSH, REFUSE, AND OTHER DEBRIS EMBEDDED IN ORSUITE PROTRUDING THROUGH THE GROUND SURFACE. RAKE, DISK, OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE MATERIAL TO A DEPTH OF 12 INCHES BELOW THE BOTTOM DEPTH OF ROOTS AND OTHER DEBRIS. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLEROLL MATERIALS. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING, AND DEMOUTION WORK COMPLETELY WITH SUITABLE FILL. D. ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN AN AUTHORIZED LANDFILL BURNING OF DEBRIS WILL NOT BE PERMNTED. E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WELL PREVENT ACCOMPUSHMENT OF THE WORK AS INDICATED ON THE PLANS. F. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3.2 BACKFILL A. AFTER COMPLETING O CONSTRUCTIONIN-PLOF A STRUCTURE,,BAC INCLUDING EXCAVATIONAANN OF THE SPECIFIED MINIMUM CURINGESPERIODHFOR CAST-IN-PLACE GR CONCRETE, BACKFILL THE WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED CRANE, 1. PRIOR TO PLACING BACKFILL. AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE CLEANED OF ALL TRASH, DEBRIS. AND UNSUITABLE MATERIALS. 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN UFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH. 3. IF THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEOING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING. ADDING WATER, OR INCREASING THE COMPACTNE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. 8. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM 0698. 3.3 TRENCH EXCAVATION: UTILITY TRENCHES SHALL BE EXCAVATED AT LOCATIONS, DEPTHS, AND WIDTHS SHOWN ON PLAN, OR AS DIRECTED BY THE GENERAL CONTRACTOR. EXCAVATION CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUCHING OF THE TRENCH WALLS.• B. THE TRENCH WIDTH SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. 3.4 TRENCH BACKFILL: A. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFlWNG. B. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE PUN MO THE UTILITY REQUIREMENTS. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFlWNC. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED UFTS AND TO 12 INCHES OVER THE CONDUITS. SOUOLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F. ABOVE 6-NCH THICK LOOSE UFTS CONDUIT EMBEDMENT RESTOREZONE, THE REQUIRED FINISHED SURFATHE CE GRADE, CKFILL MATERIAL IN MAXIMUM G. COMPACT THE TRENCH BACKFILL A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D698. PART 1 - GFNFRAI A. CLEAR, GRUB, STRIP, AND EXCAVATE FOR THE ACCESS ROAD AS SHOWN ON PLAN. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES, AND OTHER DEFECTS SHALL BE CORRECTED. B. THE SUBGRADE OF THE DISTURBED AREA SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D1557. C. AFTER PREPARATION OF THE ROAD SUBGRADE IS COMPLETE, INSTALL THE GEOTEXTILE FABRIC (MIRAFl 500C. LONGITUDINALLY THEX1ROADWAY. AT THE FABRICONS T SHALL NOTT BE RAGGED ACROSS ON THE PLAN BY ROWNG ETHE SUBGRADE. FABRIC OUT THE ENTIRE ROLL IN A SINGLE OPERATION AND ROLL IT OUT AS SMOOTHLY AS POSSIBLE. 1. GEOTEXTILE FABRIC OVERLAPS THAT ARE PARALLEL TO THE ROADWAY WILL BE PERMITTED ALONG THE CENTERLINE OF THE ROAD AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL. OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE. .4411.101114:1!,1 5; ��� ...---'- 188 INVERNESS DRIVE WEST 400 ENGLEWOOD, CO 80112 CONTRACTOR SHALL PROVIDE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION, AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, CURRENT EDITION) B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION) 1.2 INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB. THIS WORK SHALL BE COORDINATED BY THE SUBCONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL. CONTRACTOR. THE INSPECTIONS SHALL BE CARRIED OUT WITH SPECIFIC CONCERN FOR PROPER PERFORMANCE OF THE WORK AS SPECIFIED ANO/OR CALLED FOR ON THE PLAN. IT IS THE SUBCONTRACTOR'S RESPONSIBIUTY TO REQUEST THE REQUIRED INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. 8. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT DAMAGED TO EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR MODIFICATION OR REMOVAL. C. KEEP SITE FREE OF PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNS, AND SIMILAR DEVICESCOMPACTION NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE DURATION OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY U11UTY SERVICES HAVE BEEN PROVIDED.EXCAVATION 1. NOTICE TO ENGINEER SHALL BE PROVIDED A MINIMUM OF 48 HOURS PRIOR TO OUTAGE. PART y�pROp II _ 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) GEOTEXTILE FABRIC OVERLAPS AT THE END OF A SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT WITH THE PREVIOUS ROLL ON TOP OF THE NEW ROLL, AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET. 3. ALL GEOTEXTILE FABRIC OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG TO INSURE PROPER POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT A MINIMUM OF 25-FOOT INTERVALS AND TRANSVERSE SEAMS AT A MINIMUM OF 5-FOOT INTERVALS. D. THE AGGREGATE BASE AND SURFACE AGGREGATE SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCHES (COMPACTED) IN THICKNESS. AGGREGATE TO BE PLACEO ON GEOTEXI1LE FABRIC SHALL BE END-DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. THE FIRST UFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO COMPACTION. AT NO TIME SHALL EQUIPMENT. EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE GEOTEXTILE FABRIC. BLACK 304 INVERNESS SUITE ENGLEWOOD, Q � / VV & VEATCH WAY SOUTH 400 COLORADO 80112 E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D1557. A TAMPING ROLLER, PNEUMATIC-11REO ROLLER, OR VIBRATORY MACHINE, OR ANY COMBINATION THEREOF MAY BE USED FOR PROCEDURES. THE TOP LAYER SHALL BE GIVEN A FINAL ROWNG WITH A THREE-WHEEL PROJECT/PHASE NO: 122061/9039 OR TANDEM ROLLER. DRAWN BY: BDJ 3.6 FINISH GRADING: CHECKED BY: RAW A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL PROPERLY REDS: --- KENO WITH SURROUNDING TOPOGRAPHY AND STRUCTURES. T.1.0. 1.100 B. IF DEEMED SUITABLE PER GEOTECHNICAL ENGINEER, UTIUZE FILL MATERIAL RESULTING FROM EXCAVATION FOR THE CONSTRUCTION 2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, 9, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN ANY DIMENSION. 2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM 02321 (CLASS III, IVA OR TAB) COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN THREE (3) INCHES IN ANY DIMENSION. 2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM 02321 (CLASS IA, IB OR II) COARSE AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES, OR ROCKS LARGER THAN THREE (3) INCHES IN DIAMETER, OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E650-95. FORA. USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL IS REQUIREO. 2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 CLASSIFIED AS SE OR SW-SM SOILS). 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM 02940. 2.7 UNSUITABLE MATERIAL HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (11>45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOUSHEO BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN DIAMETER, AND DEBRIS. THESE WILL BE SOILS CLASSIFlEO BY ASTM AS PT, MH, CN, OH, ML, AND OL. 2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUIVALENT. 2.9 PLASTIC MARKING TAPE SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTIUTIES, SIX (6) INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004' TAPE SHALL HAVE MINIMUM STRENGTH OF 1,500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METAWC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT B FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. :. OF FILLS, EMBANKMENTS, AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. . C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2- - 3/4" CRUSHED STONE ON IF APPLICABLE, TOP OF SOIL STABILIZER FABRIC. D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS DISTURBED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. 3.7 ASPHALT PAVING: SHALL BE PERFORMED PER COLORADO DEPARTMENT OF TRANSPORTATION (COOT), DMSION 400 - COOT PAVEMENT STANDARDS AND SPECIFICATIONS. 0 04/10/14 ISSUER FOR CONSTRLCIIOR `REV DATE DESCRIPTION . ^='S REG/LS/ 0011000. ice/' �N'''....`e\ K. LeB�ti;/-1 y!! V 1'/ % Q !/ 3 3 • I �_� A i ; A��%'J- • !!1:51')::-..4::::(5:.:9..%..034-:-......•t'-'-. O�`V efr�•••�� �\: t n/OiYAL Ti 1� L7 Gam`' � ""••%•%� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER THE DIRECTION Of A UCENSEA PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. CARBONDALE COLO4049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE GENERAL SITE WORK AND DRAINAGE NOTES - SHEET NUMBER GN-3 GENERAL CONCRETE WORK NOTES 0. EMBEDOED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT NO CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT. 3.3 REINFORCEMENT PLACEMENT: A. PLACE REINFORCEMENT ACCORDING TO CONSTRUCTION PLN SET DRAWINGS AND IN ACCORDANCE WITH ACI 301 AND ACI 318. S. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORMf%/ WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOUDATION. SUPPORT REINFORCING ON METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS, C. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. SPLICES SHALL SE STAGGERED AND FULL DEVELOPMENT LENGTH SHALL BE PROVIDED ACROSS JOINTS. 0. LOCATE REINFORCING TO PROVIDE CONCRETE COVER NO SPACING SHOWN ON THE DRAWINGS. MINIMUM COVER SHALL SE AS REQUIRED BY ACI 318. E. WELDING OF AND TO ANY REINFORCING MATERIALS, INCLUDING TACK WELDING OF CROSSING BARS, IS STRICTLY PROHIBITED. 3.4 CONCRETE PLACEMENT: A. PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL TEMPORARY BRACING, TIES, AND CLEATS REMOVED; AU. OPENINGS FOR UTILITIES PROPERLY BOXED; ALL FORMS PROPERLY SECURED IN THEIR CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND DIRT SHALL BE CLEANED OFT AND ALL STANDING WATER AND OTHER FOREIGN MATERIAL REMOVED. 8. CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE PLACED AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESH CONCRETE. CONCRETE PLACEMENT, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION THE SECTION IS COMPLETED. COLD JOINTS ARE NOT ALLOWED UNLESS PRE -APPROVED BY ENGINEER. C. ALL CONCRETE SHALL BE THOROUGHLY CONSOUDATED AND COMPACTED BY VIBRATION SPACING, RODDING, OR FORKING DURING THE OPERATION OF PLACING IN ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNER OF THE FORMS SO AS TO ELIMINATE ALL AIR POCKETS AND VOIDS. 3.5 FINISHING: A. FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 AND SHALL INCLUDE A MINIMUM OF THREE TROWEUNGS. IN ACCORDANCE WITH ASTM E 1155 THE SLAB FINISH TOLERANCE AS MEASURED SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS OF FI= 20 AND FT = 15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, Ff= 15 AND F1=10.• B. SURFACE OF FLOOR SLAB SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNR. C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF ACI 301. 3.6 CURING: A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT AND COW TEMPERATURES, AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER CURING OF THE CONCRETE. B. CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE INITIAL CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS: 1. PONDING OR CONTINUOUS SPRINKUNG. 2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. 3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE. 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET. 5. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES FAHRENHEIT OR VAPOR MIST BATH. 6. CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN PERPENDICULAR DIRECTION C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF,39 NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50 DEGREES' FAHRENHEIT HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE ENO OF THE CURING PERIOD SHALL BE PREVENTED. . t; at&� 188 INVERNESS DRIVE WEST SUITE 400 CO 80112 PART 1 - GFNFRAI 1.1 SCOPE: A. FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST -IN PLACE CONCRETE, FINISHING, CURING, AND TESTING FOR STRUCTURAL CONCRETE FOUNDATIONS. 1.2 REFERENCES: A ACI (AMERICAN CONCRETE INSTITUTE) 1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE.ENGLEW00D, 3. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING. 4. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING. 5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. 6. ACI 309 STANDARD PRACTICE FOR CONSOUDATION OF CONCRETE. 7. ACI .318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 8. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. 8. THE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ARE REFERENCED IN THE ACI STANDARDS AND ARE A PART OF THIS SPECIFICATION. PART 2 -PRODUCT$ BLACK 304 INVERNESS SUITE ENGLEWOOD, & VEATCH WAY SOUTH 400 COLORADO 80112 2.1 REINFORCING MATERIALS:UNTIL B. REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BILLET -STEEL BARS, PLAIN FINISH. C. CONTRACTOR SHALL FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT OF REINFORCING STEEL AND WIRE FABRIC. 2.2 CONCRETE MATERIALS: A. PORTLAND CEMENT SHALL BE TYPE II, CONFORMING TO ASTM C-150. B. AGGREGATE SHALL CONFORM TO ASTM C-33. 1, FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN, SHARP. AND WASHED NATURAL OR CRUSHED SAND, FREE FROM ORGANIC IMPURITIES. 2. COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR CRUSHED ROCK CONSISTING HARD. STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS. 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C-33 GRADATION SIZE NO. 67. C. WATER USED IN CONCRETE MIX BE GLEN, AND FREE FROM OILS, ACIDS, SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, MISHALLOR OTHER POTABLE,DELCLEAN,ARIOUS FREE SUBSTANCES. D. THE CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-260 AND ACI 212. 1R AND A WATER -REDUCING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI 212.1R. ADMIXTURES SHALL BE PURCHASED ND BATCHED IN LIQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS PROHIBITED. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE: 1. W.R. GRACE 2. SIKH CORPORATION• 3. MASTER BUILDERS++ 4. EUCUD CHEMICAL COMPANY E. CURING COMPOUND SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND 0, AND ASTM C171 AS APPUCABLE. 2.3 CONCRETE MIX: A. PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, CONCRETE OF MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI SHALL 8E USEO. B. THE CONCRETE DISCHARGE. MIXESX SHALL BE DESIGNED FOR A OF THE STIFFEST CONSISTENCY THAT CAN BE EFFICIENTLY UM SLUMP OF EPLACED SHALL BEAT TtiE P USEDOINT . C. ALL CONCRETE SNAIL HAVE THREE (3) TO FIVE (5) PERCENT ENTRAINED AIR. 0. ALL STRUCTURAL. CONCRETE SHALL CONTAIN A WATER -REDUCING AGENT. PART 3 - EXECUTION , , PROJECT/PHASE NO: 122061/9039 DRAWN BY: BOJ CHECKED BY: RAW RFDS: -"'- T.1.D. 1,100 N o os/se/14 rswlp FOR CONSTRUCOaN REV DATE DESCRIPTION ` ,%%%% \.k.k p 1"` U c^. O,1io0 L�EGj/n�',il'I ��...����. i f.* �� K. L0B�•.��, i// / V ! Q 33 0 ..� / �• ,, / �T 04 .�� • se +11���.715���..�O��N(;,\�� tT\\V\/ONAL '.v R ISA W FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF ENT NLL N� LI TOALTER DIG DOCUMENT. 3.1 GENERAL.:A A. CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. B. COLD -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. C. HOT -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. 3.2 INSERTS. EMBEDDED COMPONENTS, AND OPENINGS: A CONTNGS FOR OPENIINNGS, SLEEVES, CTOR SHALL CHECK ALL CM, NC OR BOLTS, INSERTS,C AND OTHER ITEMS TO BEANDE NCORPORATEDLECTRICAL WINTO THE CONCRETE WORK. 8. COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS. RECESSES, SLOTS, CHASES, ANCHORS,S, INSERTS, ND OTHER ITEMS TO BE EMBEDDED. C. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS. LOCATED AND MEASURED FROM ESTABLISHED SURVEYED REFERENCE BENCHMARKS. CARBONDALE COL04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE GENERAL CONCRETE WORK NOTES SHEET NUMBER GN -4 GENERAL STRUCTURAL STEEL NOTES PMT 1 - GFNFRAI I.1 SCOPE: A PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ELEMENTS AS SHOWN ON THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. 1.2 REFERENCES: A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AJSC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN (ASO). 8. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). ASTM A36: STRUCTURAL STEEL ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC -COATED WELDEO AND SEAMLESS. ASTM Al 08: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALTY. ASTIR A123: ZINC (HOT -DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 P.S.I. 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: COLO -FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES. ASTM A563: CARBON AND ALLOY STEEL NUTS. ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED 014 IRON AND STEEL ASTM F436: HARDENED STEEL WASHERS. ASTM F959: COMPRESSIBLE -WASHER -TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL FASTENERS. C. AMERICAN WELDING SOCIETY (AWS): AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES. AWS 01.1: STRUCTURAL WELDING CODE - STEEL D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS." A5 ENDORSED BY NSC. E. STEEL STRUCTURES PAINTING COUNCIL (SSPC): SSPC-SP3: POWER TOOL CLEANING. SSPC-PANT 11: REO IRON OXIDE, ZINC CHROME, RAW UNSEED 011. OR ALKYD PAINT. 1.3 SUBMI1TAS: A SUBMIT THE FOLLOWING FOR APPROVAL: 1. FABRICATION MWD ERECTION DRAWINGS SHOWING ALL DETAILS. CONNECTIONS, MATERIA. DESIGNATIONS. AND ALL TOP STEEL ELEVATIONS. B. WELDERS SHALL BE QUALFIEO AS PRESCRIBED IN AWS D1.1. PART 2 - PRODUCTS 2.1 STRUCTURAL STEEL A. SHAPES, PLATES. AND BARS SHALL CONFORM TO ASTM A36. B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFIRM TO ASTM A53. TYPE E OR S, GRADE 8. 2.2 ANCHOR BOLTS: A ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. 2.3 BOLTS: A COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER. 8. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325 ONE HIGH. STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, AND A HARDENED WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL 8E INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING. UNLESS NOTEO OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. 2.4 WELDING ELECTRODES: A. WELDING ELECTRODES SHALL COMPLY WITH AWS 01.1 USING A5.1 OR A5.5 E70XX AND SHALL 8E COMPATIBLE WITH THE WELDING PROCESS SELECTED. 2.5 PRIMER: A. PRIMER SHALL BE RED OXIDE -CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION N0. 11. PART 3 - EXECUTION 3.1 FABRICATION: A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. 1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE ASC -ASD SPECIFICATIONS, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. 3. PROPERLY MARK ANO MATCH -MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO INTENDED LOCATION. 4. FABRICATE AND DEUVER IN A SEQUENCE WHICH WILL EXPEOITE ERECTION AND MINIMIZE FIELD HANDUNG OF MATERIALS. 5. WHERE FINISHING 15 REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. 6. THE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINISHED STRUCTURE SHALL BE FREE FROM MARKINGS, BURNS. AND OTHER DEFECTS. 8. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: 1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. USE 3/4' DUMETER A325 BOLTS UNLESS NOTE0 OTHERWISE. 2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS.' 3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE. QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK. 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CUPS FOR F1T-UP OF WELDED CONNECTIONS. 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH OF THE NSC -ASD SPECIFICATION. 6. GUSSET AND STIFFENER PLATES SHALL BE 3/8' THICK MINIMUM. CHAPTER E4 3.2 PRIMING: A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN. UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFIRM TO SSPC-SP3, 'POWER TOOL CLEANING.' C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH NSC CODE OF STANDARD PRACTICE IN THE A50 MANUAL OF STEEL CONSTRUCTION. D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE. MANUFACTURER'S POT-UFE REQUIREMENTS SHALL BE STRICTLY ADHERED T0. E. PRIMER SHALL BE APPUED TO DRY. CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES FAHRENHEIT, THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS LESS THAN 5 DEGREES FAHRENHEIT ABOVE THE OEW POINT. F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPUCATION SHALL BE LIMITED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN. G. PRIMER SHALL BE UNIFORMLY APPUED WITHOUT RUNS. SAGS, SOLVENT BUSTERS. DRY SPRAY, OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIREO OR REMOVED AND THE AREA RE -COATED. SPECLAL ATTENTION SHALL BE PND TO CREVICES, WELD UNES, BOLT HEADS, CORNERS, EDGES. ETC., TO OBTAIN THE REQUIRED NOMINAL FILM THICKNESS. H. DRY COAT FILM THICKNESS OF THE PRIMER SHALL 8E 2.0 MILUMETERS 1. IF THE PRIMER IS DAMAGED BY WELDING OR IN ANY OTHER MANNER, THE AREA SHALL BE TOUCHED UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE PREVIOUS APPUEO PRIMER COAT WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILLIMETERS. 3.3 INSTALLATION: A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AJSC 'CODE OF STANDARD PRACTICE." B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC PROCESS. WELDED CONSTRUCTION METHODS SHALL COMPLY WITH AWS D1.1. C. PROVIDE ANCHOR BOLTS A140 OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO MASONARY WALLS AND TO OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. D. SPLICE MEMBERS ONLY WHERE INDICATED 014 THE DRAWINGS. E. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MAGE. F. BEFORE ASSEMBLY ALGIA AND ADJUST MEMBERS AND OTHER SURFACES WHICH WILL BE IN THE PERMANENT CONTACT, BEFORE ASSEMBLY. G. AS A MINIMUM. HIGH-STRENGTH BOLTS, SHALL BE TIGHTENED TO A 'SNUG -TIGHT' CONDINON AS DEFINED IN THE LATEST A150 SPECIFICATIONS. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SUP -CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT TENSION NOT LESS THAN SPECIFIED IN ASC TABLE J3.1. INSTALLATION SHALL 8E BY ANY OF THE FOLLOWING METHODS: TURN -OF NUT METHOD, A DIRECT -TENSION -INDICATOR, TWIST -OFF -TYPE TENSION -CONTROL BOLT. CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT. at&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 BLACK & VEATCH 304 INVERNESS WAY SOUTH SUITE 400 ENGLEW000, COLORADO 80112 + PROJECT/PHASE N0: 122061/9039 DRAWN 8Y: 130,.1 CHECKED 8Y: RAW RFDS: T.1.0. 1.100 04/18/14 ISSUED FOR CCHSIRUCIION `REV GATE DESCRIPTION • R IS A NOLAIION OF LAW FOR AHY PERSON, UNLESS THEY ARE ACL1NG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. CARBONDALE C0L04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE GENERAL STRUCTURAL STEEL NOTES SHEET NUMBER GN -5 GENERAL ELECTRICAL NOTES PART 1 - GFNFRAt 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO PERFORMING WORK. ANY QUESTIONS ARISING DURING THE BID PERIOD REGARDING THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, PRIOR TO THE AWARD OF THE CONTRACT. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS. AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE OF THE WORK UNDER THIS SECTION. C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES: A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES. STATUTES, AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS USTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION ANO ADDENDUM IN EFFECT ON THE DATE OF CONSTRUCTION. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBUCATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NEPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES. INC.) 5. AT&T GROUNDING MD BONDING STANDARDS TP -76416 1.4 SCOPE OF WORK: A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND TO ACHIEVE OPERATIONAL STATUS. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED. AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING. TRENCHING, BACKFIWNG, AND REMOVAL OF EXCESS SOIL, FILL, AND DEBRIS. D. THE CONTRACTOR SHALL FURNISH THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE JURISDICTIONAL AUTHORITIES. E. IF APPLICABLE, THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS TO DOCUMENT ALL WIRING EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT TO THE APPROPRIATE PARTY. PART 2 - PRODUCTS 2.1 GENERAL A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UL LISTED, AND FREE FROM DEFECTS. B. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES (UL) LABEL OF APPROVAL AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. C. ALL ITEMS, MATERIALS, AND EQUIPMENT SHALL BE ACCEPTABLE TO THE JURISDICTIONAL AUTHORITY AND SUITABLE FOR THE USE INTENDED. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING OF GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED (10,000 AIC MINIMUM). CONTRACTOR SHALL VERIFY THAT AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS. AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. UQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS, AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE -TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC AND INSTALLED USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. 8. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, ON PLANS THE MINIMUM SIZE CONDUCTOR USED SHALL BE I/ 12 AWG. 2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOUD OR STRANDED. #8 AWG AND LARGER ONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS COMPRESSION TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAJN-REUEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES. J -BOXES, EQUIPMENT. CABINETS SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE, QUICK -BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE, INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED, FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -O, OR ENGINEERED APPROVED EQUAL. D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM /2 AWG CU EXOTHERMALLY WELDED PIGTAIL PROTECTIVE BOXES, AND BACKFILL MATERIAL MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(+)CS OR K2L-(+)CS (+) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH BREATHER" HOLES. XIT MODEL #X8-22. ALL DISCONNECT SWITCHES AND CONTROWNG DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS IDENTIFICATION NUMBERING. AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED COPPER. ABOVE -GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED. ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB SHALL BE FURNISHED ANO INSTALLED BY THE CONTRACTOR AND THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH CONOUCTM7'Y, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH CLEAR HEAT SHRINK FOR MECHANICAL CONNECTIONS. USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK FOR INTERIOR AND BLACK HEAT SHRINK FOR EXTERIOR. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE ERICO 7615800. COPPER -CLAD STEEL WITH HIGH STRENGTH STEEL CORE AND ELECTROLYTIC GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, AND 5/8"x10'-0', ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES AS SHOWN ON DRAWINGS. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES ANO JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8. DURING INSTALLATION AND CONSTRUCTION PERIODS EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT. WATER, AND CHEMICAL OR MECHANICAL INJURY. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN IN A NEAT AND WORKMAN-UKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED, AND TESTED BY THE CONTRACTOR AS REQUIRED TO CONFIRM THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL NECESSARY LABELS, DEBRIS, CRATING, OR CARTONS, AND LEAVE THE INSTALLATION FINISHED ANO READY FOR OPERATION. 3.3 COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT SCHEDULED WORK. 3.4 INSTALLATION: B. CONDUIT: ELECTRICAL ITEMS WITH THE UNNECESSARY DELAYS IN THE 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3i TRADE SIZE SHALL BE UTILIZED. 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS UNLESS OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 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 NON -TRAFFIC APPUCATIONS (REFER TO 2008 OR LASTEST NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT AT LOCATIONS OF DIRECT CONNECTION TO EQUIPMENT THAT MOVES OR VIBRATES, OR FOR EASE OF MAINTENANCE, USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORTS TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 8. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULUNG AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 9. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 10. INSTALL 2' HIGHLY VISIBLE MO DETECTABLE TAPE 12' ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 11. CONDUITS SHALL 8E INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION DF TRAPPED CONDENSATION. 12. PROVIDE CORE DRIWNG AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL BE INSTALLED TO PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION PHASE A PHASE B PHASE C NEUTRAL GROUNDING 2_08/240/120 VOLT SYSTEMS_ BLACK RED BLUE WHITE GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES. OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE. 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL. USE NYLON OR HEMP ROPE FOR PUWNG CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING. AND BE OF SUFFICIENT LENGTH IN ALL BOXES AND EQUIPMENT TO ALLOW FOR A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS AND/OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE PROHIBITED. DAMAGED CABLES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB, AND CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS REQUIRED. D. GROUNDING: 1. ALL METAWC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP -76416. TP -76300. AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES. BONDING JUMPERS, AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND. GROUNDING CONDUCTORS SHALL HOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. AT BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWERS. AND WATER TOWER GROUND RING, TO THE EXISTING GROUNDING SYSTEM. THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2 AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, E BUILDING STEEL COLUMNS, THE LIGHTNING PROTECTION SYSTEM, AND/OR THE BUILDING MAIN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBUSHED TORQUE TIGHTENING SPECIFICATIONS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE 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 PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7, ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION PRIOR TO PERMANENT CONCEALMENT. B. APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND AREAS/COMPONENTS WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BONO ALL INSULATED GROUNDING BUSHINGS WITH A BARE 76 AWG GROUNDING CONDUCTOR TO A GROUND BUS. • 11. DIRECT -BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 30' MINIMUM BELOW GRADE, OR 6" MINIMUM BELOW THE FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF A CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL THE PROTECTIVE BOX FLUSH WITH GRADE. 14. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FEET FROM THE GROUND BAR AT THE BASE OF THE TOWER, INSTALL A SECOND GROUND BAR AT THE END OF THE ICE BRIDGE TO GROUND THE COAX CABLE GROUNDING KITS AND IN -UNE ARRESTORS. 15. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO BE NON-COMPLIANT WITH THE SPECIFIED REQUIREMENTS, THE NON-COMPLIANT ITEMS/ELEMENTS SHALL BE PROMPTLY REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS. C. TEST PROCEDURES: 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING I,000VOLT DC. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUFIY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES TO APPROPRIATE PARTS. 4. PERFORM GROUNDING TEST TO MEASURE RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT 'FALL -OF -POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. r.l .✓ t&t 188 INVERNESS DRIVE WEST SUITE 400 ENGLEWOOD, CO 80112 BLACK & VEATCH 304 INVERNESS WAY SOUTH SUITE 400 ENGLEW00D, COLORADO 80112 !PROJECT/PHASE NO: 122061/9039` DRAWN BY: BOJ CHECKED BY: RAW RFDS: T.I.D. 1.100 A 4. • 0 04/18/14 ISSUED FOR CONSTRUCTION `REV DATE DESCRIPTION • IT IS A VIOLATION OF LAW FOR MIT PERSON. UNLESS THEY ME ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUUENT. r CARBONDALE C0L04049 356 101 ROAD CARBONDALE, CO 81623 LTE - 2C SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN -6