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HomeMy WebLinkAboutB11-0120NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MOO 0YAII,` ` Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inlasections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11 -0120 Job Address: 1289 ELKHORN DR VAIL Location......: PUBLIC WORKS FACILITY Parcel No....: 210109200001 OWNER TOWN OF VAIL 05/19/2011 75 S FRONTAGE RD VAIL CO 81657 CONTRACTOR FRONT RANGE WIRELESS 06/28/2011 Phone: 303 - 703 -4667 7476 SOUTH EAGLE STREET, UNIT A CENTENNIAL CO 80112 License: C000003214 APPLICANT NATHAN WISER 05/19/2011 Phone: 720 - 979 -1491 556 CRAWFORD ST GOLDEN CO 80401 Description: TEMPORARY EQUIPMENT, GENERATOR & MONOPOLE. TEMPORARY SERVICE POWER TO EQUIPMENT SHALL BE 120/240VAC, 200 AMP, SINGLE PHASE. Occupancy: Type Construction: Project #: Applied.....: Issued... PRJ11 -0067 05/19/2011 06/28/2011 Valuation: $10,000.00 .... ............................... .................... ...........,... FEE SUMMARY ............. ... ................,..,... ....,......_..,,,,.,........... Building Permit ------ - - - - -> $181.25 Bldg Plan Check ----- - - - - -> $117.81 Use Tax Fee------------------ - - - - -> $0.00 Electrical Permit ---- - - - - -> $402.50 Elec Plan Check ------ - - - - -> $261.63 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $0.00 Mech Plan Check ---- - - - - -> $0.00 Additional Fees--------------- - - - - -> ($598.12) Plumbing ermit --- - - - - -> 9 $0.00 Plmb Plan Check ---- - - - - -> $0.00 Recreation Fee--------------- - - - - -> $0.00 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $5.00 TOTAL PERMIT FEES --- ---------- > $370.07 Payments -- ---------------------------- > $370.07 BALANCE DUE------------------ - - - - -> $0.00 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM- NJ. Si nature of Owner or Contractor Date �T Print Name combination permit_012811 011 T0WN CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B11 -0120 Owner: TOWN OF VAIL WORKS FACILITY Address: 1289 ELKHORN DR VAIL Location: PUBLIC combination permit-012811 OVA11" N Permit #: B11 -0120 Owner: TOWN OF VAIL WORKS FACILITY REQUIRED INSPECTIONS AND STATUSES Address: 1289 ELKHORN DR VAIL Location: PUBLIC Item: 00090 BLDG -Final Item: 00539 PW -FINAL C/O combination permit-012811 TOWN OF VAIL, COLORADO Statement Statement Number: R110000712 Amount: $108.44 06/28/201102:10 PM Payment Method:Credit Crd Init: SAB Notation: VISA - NATHAN STRAND REED - FRONT RANGE WIRELESS ----------------------------------------------------------------------------- Permit No: Bll -0120 Type: COMBINATION BLDG PERMIT Parcel No: 2101 - 092 - 0000 -1 Site Address: 1289 ELKHORN DR VAIL Location: PUBLIC WORKS FACILITY Total Fees: $370.07 This Payment: $108.44 Total ALL Pmts: $370.07 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- EP 00100003111100 ELECTRICAL PERMIT FEES 108.44 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 01 -04 -2013 at 13:45:59 01/04/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R110000686 Amount: $261.63 06/22/201109:42 AM Payment Method: Check Init: DR Notation: CK# 33346 OVERLAND CONTRACTING INC ----------------------------------------------------------------------------- Permit No: Bll -0120 Type: COMBINATION BLDG PERMIT Parcel No: 2101 - 092 - 0000 -1 Site Address: 1289 ELKHORN DR VAIL Location: PUBLIC WORKS FACILITY Total Fees: $370.07 This Payment: $261.63 Total ALL Pmts: $370.07 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 261.63 Department, of Community Development 75 South Frontage R ©ad Vail, £olaraclos, t Tert'" 97U�4 W6 Develop ient,R ` RM644, All BUILDING PERMIT M T APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: 1289 Elkhorn Dr. Vail, CO 81657 (Number) (Street) Building /Complex Name: Public Works Facility Contractor Information (Suite #) Project #: =e &11 - (-(n% DRB #: x(61 lC)OlS I Building Permit #: 611-Qao Lot #: Block # Subdivision: Business Name: Front Range Wireless, Inc. Work Class: New (V) Addition( ) Alteration Business Address: 7476 S. Eagle St. Unit A Type of Building: City Centennial State: CO Zip: 80112 Single - Family ( ) Duplex ( ) Multi - Family ( } Contact Name: Mark Greier Commercial (v/) Other ( ) Contact Phone: 303- 929 -2857 Work Type: Interior ( } Exterior (✓) Both ( ) Contact E -Mail: markg @frontrange- wireless.com Valuation of Work Included Plans Included Work Contractor Re tion Number: —` Electrical (y/)Yes ( )No (,/}Yes ( )No $10,000 X Mechanical ( )Yes (,/)No ( )Yes ( )No O ner/ is Representative Signature (Required) Plumbing ( )Yes (voNo ( )Yes ( )No Project Information Building ( )Yes (,/)No ( )Yes ( )No Owner Name: I own of Vail Parcel #: 2101- 092 -00 -001 Value of all work being performed: $10,000 (For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit (value based on IBC Section 109.3 & JAC Section 108.3) www.eaglecounty.us /patie) Electrical Square Footage Detailed Scope and Location of Work: AT &T Temporary telecommunications site. Temporary equipment, generator & monopole. Temporary service power to equipment shall be 120/240vac, 200amp, single phase. Location: 1289 Elkhom Dr. Vail. CO 81657 (use additional sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp date: Date Received: MAY 16 2011 TOWN OF VAIL BLACK & VEATCH 11- p 1 D10 Building a World of difference. June 17, 2011 Town of Vail Development Review David Rhoades 75 S. Frontage Rd. Vail, CO 81657 Re: Building Permit Application Fee AT &T Temporary Facility Dear David: Enclosed please find a check in the amount of $261.63 for the building permit application fee for the temporary facility for AT &T, site ID COU6404. Thank you! Nathan Wiser Site Acquisition Specialist o CIUW[E JUN 2 2 M1 TOWN OF VAIL BLACK & VEATCH CORPORATION • 6300 S. Syracuse Way, Suite 300 • Centennial, CO 80111 •720- 834 -4200 • Fax 720 - 834 -4285 3 0m oN m< w< ul >a j N m m� o� ao or �o �a SITE NAME: VAIL EAST COW at&t 00 SEARCH RING NUMBER: COU6409 289 ELKHORN DR. VAIL, CO 81657 PROJECT INFORMATION VICINITY MAP DRAWING INDEX PROPERTY OWNER: TOWN OF VAIL AT &T MOBILITY SITE ID #: COU64-09 AT &T MOBILITY SITE NAME: VAIL EAST COW SITE ADDRESS: 1289 ELKHORN DR. VAIL, CO 81657 APPLICANT: AT &T MOBILITY, LLC 188 INVERNESS DRIVE WEST, SUITE 400 ENGLEWOOD, CO 80112 PROJECT MANAGER: BRAD BRYANT BLACK & VEATCH CORP. 6300 S. SYRACUSE WAY, SURE 300 CENTENNIAL PHONE: 720.833 4.4200 4200 ZONING CONSULTANT: ETHAN GOODWIN BLACK & VEATCH 6300 S. SYRACUSE WAY, SUITE 300 CENTENNIAL, CO 80111 OFFICE: 720.834.4200 ARCHITECT: CHARLES STECKLY, CSAi 5935 S. ZANG ST., SUITE 280 LITTLETON, CO 80127 303.932.9974 SITE i// VAIL VALLEY DR. ` S. J S. FRONTAGE I -�o DIRECTIONS: If TAKE I -70 W TOWARD GRAND JCT. TAKE EXIT 180 TOWARD VAIL /E ENTRANCE, N.T.S. EXIT 176 TO VAIL RD. GO LEFT ON VAIL RD. TO S. FRONTAGE RD. TAKE S. FRONTAGE RD. TO VAIL VALLEY DR. TURN LEFT_ FOLLOW TO AROUND TO BACK OF BUILDING. SHEET DESCRIPTION T1.0 TITLE SHEET A1.0 SITE PLAN A2.0 ENLARGED SITE PLAN / ELEVATION A3.0 FIRE STOPPING DETAIL E1.0 ELECTRICAL SITE PLAN E2.0 ONE -LINE DIAGRAM AND PANEL SCHEDULE GN -1 GENERAL NOTES GN -2 GENERAL NOTES GN -3 GENERAL NOTES GN -4 GENERAL NOTES GN -5 GENERAL NOTES NOTES PROJECT DESCRIPTION CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY PROJECT MANAGER TO WHO WILL CONTACT THE ARCHITECT TO DISCUSS ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. DRAWINGS WILL BE SCALED AS REQUIRED BY THE PERMITTING GOVERNING AGENCY. ALL OTHER DRAWINGS SUPPLIED WILL BE SCALED AND PLOTTED ON 11x17 SHEETS. CALL BEFORE YOU DIG - COLORADO STATE REQUIRES 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION OPERATIONS. LOCATES ARE REQUIRED TO BE COMPLETED WITHIN 5 WORKING DAYS PRIOR TO BEGINNING THIS PROJECT. UTILITY NOTIFICATION CENTER OF COLORADO - 800.922.1987 THESE DRAWINGS MAY NOT INDICATE ALL UNDERGROUND UTILITIES. THE GENERAL CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATIONS AND OTHER CONSTRUCTION ACTIVITIES. AT &T TEMPORARY TELECOMMUNICATIONS SITE. TEMPORARY EQUIPMENT, GENERATOR & MONOPOLE W /ANTENNAS. CODE DATA JURISDICTION: - EAGLE COUNTY ZONING DESIGNATION: - - OCCUPANCY GROUP: - U CONSTRUCTION TYPE: - V -e FULLY SPRINKLEREO: - NO EXISTING NO. OF STORIES: - N/A GOVERNING CODES: 2003 IBC, 2003 IMC, 2003 IFC, 2002 NEC, 2006 IECC A.D.A. COMPUANCE: THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. CO- LOCATION STATEMENT: AT &T SHALL COOPERATE WITH OTHER COMPANIES AND ENTITIES TO ACHIEVE CO- LOCATION OF OTHER ANTENNAS ON THE PERMITTED STRUCTURE. APPROVALS TITLE SIGNATURE DATE RF ENGINEER BLACK & VEATCH Lull AT &T MOBILITY AT &T CONSTRUCTION TOWN OF VAIL SITE OWNER ACKNOWLEDGMENT OR "SIGN-OFF' BY PARTIES TO THE CONSTRUCTION DRAWINGS DOES NOT CONSTITUTE ALTERATION OF THE LEASE TERMS. 4 �Q C< 5 n U _N yr W Q � N M Q1 o� as -w �r �r 00 �a OHE - DHE - OHE - DHE OHE - OHJ DHE I I EXISTING TRANSFORMER ON POLE AT &T TEMPORARY EQUIPMENT TRAILER (COW) 0 GRADE W /50'H MONOPOLE RE: A2.0 DHE OHE - DHE - DHE OHE - OHE DHE - OHE - OHE - DHE DHE DHE - DHE - OHE DHE - DHE EXISTING ELECTRICAL ROOM INSIDE BUILDING \\ `EXISTING PARKING AREA INTERSTATE -70 A MAY 16 2011 TOWN OF VA {L NORTH 11 1 SITE PLAN I I SCALE: 30' 19 0 30' I srtE wvnE VAIL EAST COW COU6409 1289 ELKHORN DR. VAIL, CO 81657 REV: DATE: DESCRIPTION: By A �S111111 CO REVIEW TN PLANS PREPARED BY: CSAl* 'HARLES STECKLY ARCHITECTURE, Inc. ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG STEET. SUITE 280 LITTLETON. COLORADO 80127 OFFICE: 303.932.9974 FAX: 303.932.6561 UCENSURE NO: DRAWN BY. CHK: APV: TN TN CS CONSULTANT. SHEET TITLE: SITE PLAN SHEET NUMBER: A1.O oM UN W� >a � N RT o� aw NO 1 VAIL EAST COW COU6409 1289 ELKHORN DR. VAIL. CO 81657 REV: DATE DESCRIPTION: BY: A Oslt tAt CO aEV— TN PLANS PREPARED BY: CSAi. , Inc. ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG STEET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 FAX: 303.932.6561 LICENSURE NO: ECEiVE MAY 16 2011 CONSULTANT. SHEET TITLE: ENLARGED SITE PLAN & ELEVATION SHEET NUMBER: A2.0 I -------------- - - - - -- -- I � EXISTING U.G. w ELECTRICAL V) I I I I V) I I EXISTING ELECTRICAL o I I VAULT I I EXISTING CONTAINER I I (1) 52" AT &T PANEL ANTENNA PER SECTOR, I I (3) SECTORS 0 EACH RAD. CENTER TEMPORARY 15'x3O'x6'H I I I I CHAIN LINK FENCE W/ 12'W DBL GATE W/VINYL SLATS (GREEN) I I I I 50'H MONOPOLE TEMPORARY GENERATOR X ATTACHED TO TRAILER w J TRAILER O a � X o z X K O Z w c j ,270- °a d (1) AT &T PANEL ANTENNA w PER SECTOR, (3) SECTORS IX 0 I 0 I ° 0 EACH RAD. CENTER o RE: 2/A2.0 A21M WX UIFI EXISTING BUILDING O 'O r] f WX AT &T TEMPORARY EQUIPMENT TRAILER TEMPORARY 50'H WX MONOPOLE ON EQUIPMENT TRAILER AT &T TEMPORARY GENERATOR TRAILER E NEW ELECTRICAL EQUIPMENT RE E1.0 T - T TE:FENCE 'H CHAIN TEMPORARY EQUIPMENT TRAILER x W LINW 12 -W DB VINYL'S x W ROUTE CONDUIT THRU EXISTING BUILDING, SLN) . ° FIRESTOP ALL c r PENETRATION RE: 1 /A3.0 �t 0 15' -0" 5' -0 r METER AND DISCONNECT ON TEMPORARY H -FRAME F - - - -, r - - -- T E E T- j - -J I W I �(� ��� ROUTE CONDOR ALONG FACE OF WALL sII �'��������� C WALL THRU WALL TO TELCO " 1 )� ROOM W I IN EXISTING TELCO CLOSET F-- - - - - -- J- - - - - -- - -� EXISTING TELCO ROOM I I INSIDE BUILDING I I EXISTING ELECTRICAL CLOSET IN OFFICE I I 1 I I I I NORTH I 2 NORTH ELEVATION SCALE: q• y p q• 1 ENLARGED SITE PLAN SCALE: 4' 2' ° 0 4' va ° =r -0" v4 =I.0'. VAIL EAST COW COU6409 1289 ELKHORN DR. VAIL. CO 81657 REV: DATE DESCRIPTION: BY: A Oslt tAt CO aEV— TN PLANS PREPARED BY: CSAi. , Inc. ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG STEET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 FAX: 303.932.6561 LICENSURE NO: ECEiVE MAY 16 2011 CONSULTANT. SHEET TITLE: ENLARGED SITE PLAN & ELEVATION SHEET NUMBER: A2.0 3 w 0- N L� w¢ 5° m m� mg ao �F o� yo �a I I— — — — — — — — — — — — — — — — — — — — — — — — — — — - I I EXISTING U.G. 50 ELECTRICAL K I I I � I I w I I o I EXISTING ELECTRICAL n VAULT — — — — — — — — — — — — — — — — - I EXISTING CONTAINER I I I ( I I I I TEMPORARY 15'x30'x6'H CHAIN LINK FENCE W/ 12 -W DBL GATE W/VINYL SLATS (GREEN) I I I I TEMPORARY GENERATOR TRAILER x (1) AT &T PANEL ANTENNA x 27— Ix o PER SECTOR, (3) SECTORS o RED /A2. CENTER x 90. AZIMUTH I x M Wx Q x wx AUTOMATIC TRANSFER TEMPORARY 50'H w� SWITCH MONOPOLE ON IN F EQUIPMENT TRAILER x E NEW STEP DOWN TRANSFORMER AND IE DISCONNECT SWITCH TEMPORARY EQUIPMENT TRAILER x x I� ROUTE COND7—T W EXISTING BUI FIRESTOP AL PENETRATION o W RE: 1/A3.0 I 0 15' -0' 5' -0 r-------- -- --- -- - - -� T - -E FL_E I I I I I ROUTE TELCO CONDUIT ALONG FACE OF WALL I I THRU WALL TO TELCO I I ROOM W I I I I EXISTING TELCO CLOSET J_ L____ __ ____________J IN OFFICE r-- - - - - -- --- - - - - -� EXISTING TELCO ROOM INSIDE BUILDING I I EXISTING ELECTRICAL I I CLOSET IN OFFICE I I I I I I I I NORIH i SCALE: 4' 2' 0 4' 2 NO USED j ELECTRICAL SITE PLAN 1I4' =1' -0" s 7 VAIL EAST COW COUG409 1289 ELKHORN DR. VAIL, CO 81657 REV: DATE: DESCRIPTION: BY: A 05111/11 CD REVCW TN PLANS PREPARED BY: CSAi;',_ ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG STEET, SUITE 280 LITTLETON. COLORADO 80127 OFFICE: 301932.9974 FAX: 303.932.8561 LICENSURE NO: MAY 16 2011 TOWN OF VAIL DRAWN BV: CHK: APV: TN TN I CS CONSULTANT. SHEET TITLE: ELECTRICAL SITE PLAN SHEET NUMBER: E1.0 I DRAWN BV: CHK: APV: TN TN I CS CONSULTANT. SHEET TITLE: ELECTRICAL SITE PLAN SHEET NUMBER: E1.0 I 3 w 0 g� w¢ 5N NS - m a`o yo �a PANEL LA 120/240 VOLTS, 1 PHASE, 3 WIRES, SN, 200 AMP BUS, 200 AMP MAIN, CB 22,000 A.I.C. RATING (MINIMUM), NEMA 3R ENCLOSURE, SURFACE MOUNTED MFG RE: 1-LINE DESCRIPTION WIRE BKR POLE CKT VA 212.5 VA CKT POLE BKR WIREJ DESCRIPTION RECTIFIER #1 10 30 2 1 1500 A 200 2 1 20 #12 IDETECTORS 91.1 AMPS, 10, 3W, 240V 3 1500 B 200 4 1 20 #12 JHVAC CONTROL RECTIFIER #2 10 30 2 5 1500 A 6 PLANS PREPARED BY: 20 CHARLES STECK LY ARCHITECTURE, Inc. SPARE 5935 SOUTH ZANG STEET, SUITE 280 LITTLETON. COLORADO 80127 OFFICE: 303932.9974 7 1500 B DRAWN BY CHK: APV: 8 CONSULTANT. 20 ISPARE RECTIFIER #3 10 30 2 9 1500 A 10 20 SPARE 11 1500 B 12 SPACE RECTIFIER #4 10 30 2 13 1500 A 14 15 1500 B 16 ALARM BLOCK 12 20 2 17 100 A 18 19 100 B 20 LIGHTING #12 1 20 1 1 21 170 A 22 RECEPTACLES #12 20 1 23 720 B 24 CU -1 6 50 2 25 3165 A 26 27 3165 B 28 CU -2 6 50 2 29 3165 A 30 31 3165 B 32 SPACE 33 A 34 35 B 36 37 A 38 39 B 40 41 A 42 NOTES: 1. NSS INSTALLATION PER ELECTRICAL CONTRACTOR PHASE A = 12800 VOLTAMPS PHASE B = 13250 VOLTAMPS 12555 CINGULAR WAY ALPHARETTA. GEORGIA PANEL LOAD CALCULATIONS u I� LIGHTING 170 VOLTAMPS X 1.25 = 212.5 VOLTAMPS RECEPTACLES– 1ST 10 KVA 720 VOLTAMPS X 1.00 = 720 VOLTAMPS RECTIFIERS 6000 VOLTAMPS X 1.00 = 6000 VOLTAMPS CU -1 6330 VOLTAMPS X 1.25 = 7912.5 VOLTAMPS CU -2 6330 VOLTAMPS X 1.00 = 6330 VOLTAMPS OTHER 600 VOLTAMPS X 1.00 = 600 VOLTAMPS 21875 TOTAL DEMAND VA 91.1 AMPS, 10, 3W, 240V 1. SERVICE POWER TO EQUIPMENT SHALL BE 120/24OVAC, 200A, SINGLE PHASE. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND NOTES ON DRAWINGS. 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 4. BALANCE LOADS AFTER EQUIPMENT IS INSTALLED. 5.TELCO BOX TO BE A NEMA 313 ENCLOSURE (FURNISHED AND INSTALLED BY CONTRACTOR) W/ INTERNAL 5/8" THICK PLYWOOD BACKBOARD. COORDINATE WITH LOCAL UTILITY PRIOR TO INSTALLATION. CONTRACTOR SHALL FURNISH AND INSTALL. FAULT CALCULATIONS A. TRANSFORMER _ 1.732 x 450FT x 12,800A 1 16,500 x 480V = 1.26 __ M 1 1 + 1.26= •44 Isc = .44 x 12,800A = 5,632 AIC A. SERVICE: MAXIMUM DEMAND 26A 0 480V (INSTANTANEOUS) + 25% 6.5A + AT &T 45.55A 0 480V SWITCHBOARD (E) 150KVA TRANSFORMER 277/480V 30, 4W (E) SERVICE INSTALL NEW 10OA /3P CIRCUIT BREAKER TO MATCH EXISTING 2 12, 1 #6G, 1 1/4 °C NEW 480V EMON SUBMETER LOCATED IN (E) ELECTRICAL ROOM 2 #2, 1#6G, 1 1/4-C 50 KW STAND BY GENERATOR IMASIER GROUND 200A/2P DISC. SWITCH W /200A FUSES (ONLY IF GEN, DOES GROUND GROUND NOT HAVE INTEGRAL 200A ROD I ROD CIRCUIT BREAKER) 535.3 MLM (DC) 1 V) POS., 1 NEG. 1 GRND 0 0`0 14 COPPER TO GROUND ROD IATTERIE 3 #3/0, 1 #4G, 2'C 3 #350 KCMIL, 1 — #4G, 2 "C (MAX. 10') tea-{ b DC PANEL 'LA' POWER PLANT 2000A RECTIFIERS 12x12x4" 'J' BOX 0, 1 # 1 OG, 1 "C I LIGHTS RECEPT #4 COPPER TO GROUND ROD DO NOT BOND TO NEUTRAL O m (v20OA /2F NSS 30A /2P 2OA /2P —0 0- 30A/2P 20A /2P 30A /2P 20A /1P --0 C- 30A/2P 20A /1P 550A/2P 20A/1 P —O O 50A /2P _ —0 O 20A /1P o 20A /1P __ O .= „z. ISC= 12,800A ISC= 5,632A 100A13P I MOP 800A MAIN 277 /480V NEW 50KVA STEP DOWN TRANSFORMER W/ 480V 10 PRIMARY, 120/24OV, 10, 3W SECONDARY 3 #3/0, 1 #4G, 2 "C (1 OFT. MAX) 20OA /2P DISCONNECT SWITCH W/ 200A RK5 FUSES #4 COPPER TO GROUND ROD – BOND TO NEUTRAL HERE OR IN Tt 3 #3/0, 1 #4G, 2 "C 200A /2P AUTOMATIC TRANSFER SWITCH DETECTORS SPARE SPARE �EC�I EO MAY 16 TOWN OF- 12 1 PANEL SCHEDULE 11 I ONE LINE DIAGRAM I at &t 12555 CINGULAR WAY ALPHARETTA. GEORGIA 30004 u I� 6300 SOUTH SYRACUSE WAY, SUITE 300 CENTENNIAL, C0 80111 PROJECT INFORMATION: s� MME VAIL EAST COW COU6409 1289 ELKHORN DR. VAIL, CO 81657 REV: DATE: DESCRIPTION: BY: A �5 /11111 CO REVIEW iN PLANS PREPARED BY: CSAi CHARLES STECK LY ARCHITECTURE, Inc. ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG STEET, SUITE 280 LITTLETON. COLORADO 80127 OFFICE: 303932.9974 FAX: 303.932.6561 LICFNSL: RE NO: DRAWN BY CHK: APV: T11 I TN I CS CONSULTANT. IE SHFFT TITLE: ELECTRICAL ONE -LINE & PANEL SCHED. SHEET NUMBER: E2.0 0 3 v Om° ON m H w¢ m — 5 m - m m� 'o aw c°y O �a 3. CONDUCTORS: COPPER STRANDED OR SOLID TINNED BARE SIZE AS INDICATED 4. GROUND RODS: 5/8' DIAL X 10' -0' LONG COPPER CLAD GROUND ROD 5. CHEMICAL GROUND RODS: XIT GROUND ROD 10' -D' STRAIGHT SHAFT TYPE 6. COMPRESSION: HYGROUND AS MANUFACTURED BY FCI BURNDY. CONNECTIONS SHALL BE PROTECTED FROM CORROSION AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS CO., AS NEEDED. 7. CONNECTIONS: DOUBLE HOLE LUGS FOR ALL MECHANICAL CONNECTIONS. 6. EXOTHERMIC: CADWELD WITH PROPER MOLDS 2.8 SAFETY SWITCHES A. GENERAL HEAVY DUTY HORSEPOWER RATED, FULLY ENCLOSED, FUSIBLE (WITH REJECTION FUSE CUPS) OR NON -FUSED AS INDICATED, QUICK -MAKE; QUICK BREAK SWITCHING MECHANISM INTERLOCKED WITH COVER, AND NEMAI ENCLOSURE FOR DRY LOCATIONS, AND NEMA 3R ENCLOSURE FOR OUTDOOR LOCATIONS, UNLESS INDICATED OTHERWISE. SWITCHES TO BE LABELED AS 'SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT, WHERE REQUIRED. B. RATINGS; VOLTAGE, PHASES, AMPERAGES AND FUSING AS INDICATED. C. IN THE FUSED CONFIGURATION, SWITCHES SHALL HAVE AN INTERRUPTING CAPACITY OF AT LEAST 100,000 AMPS SYMMETRICAL AT SIX HUNDRED (600) VOLTS WHEN USED WITH CLASS RK5 TIME DELAY CURRENT LIMITING FUSES, AND 200,000 AMPS SYMMETRICAL AT 600 VOLTS WHEN USED WITH CLASS RKI CURRENT LIMITING FUSES. D. GUARDS: LINE SHIELD GUARDS TO PREVENT CONTACT WITH LIVE PARIS. E CONTACTS: SILVER ALLOY; SWITCH BLADES SHALL. BE DE- ENERGIZED N THE OPEN POSITION. F. LUGS: SOLDERLESS TYPE G. REJECTION FUSE CUPS: PROVIDE FOR FUSIBLE SWITCHES (30 -600A) TO PREVENT THE INSTALLATION OF CUSS H AND CLASS K NON- CURRENT -LMMNG FUSES. H. ACCEPTABLE MANUFACTURER: GENERAL ELECTRIC, SQUARED, SIEMENS. 2.9 FUSES A UL CLASS RK1, 250 VOLT OR 500 VOLT AS REQUIRED FOR SYSTEM VOLTAGE, DUAL ELEMENT, TIME DELAY CURRENT- UMITING, 200,000 ANC, AMPERE RATINGS AS INDICATED. SIZE AND QUANTITY AS INDICATED ON POWER DIAGRAM. B. ACCEPTABLE MANUFACTURERS: BUSSMANN 'FUSETRON', OR EQUAL BY FERRAZ SHAWMUT. 2.10 CIRCUIT BREAKERS A GENERAL MOLDED CASE WITH THERMAL AND MAGNETIC TRIPS UNLESS INDICATED OTHERWISE MINIMUM 10,000 AMPS INTERRUPTING CAPACITY, HIGHER RATINGS AS INDICTED OR REWIRED BY AVAILABLE FAULT CURRENT. B. CIRCUIT BREAKERS FOR EXISTING EQUIPMENT SHALL BE FROM THE SAME MANUFACTURER AS THE ORIGINAL EQUIPMENT. 2.11 LOAD CENTER / PANEIBOARDS A TWO -ROW GRCUIT BREAKER WITH MAINS, RATINGS AND BRANCH DEVICES AS INDICATED. B. MINIMUM 10,000 AIC FOR 20BV /240V UNLESS OTHERWISE NOTED. C. LOCKABLE COVER, COPPER BUS. D. LOAD CEMFR SHALL HAVE MAN CIRCUIT BREAKER (LOCKABLE IN ON & OFF POSITIONS). E COPPER BUS BARS ( ALUMINUM COMPONENTS N ELECTRICAL DEVICES IS PROHIBRED), ISOLATED NEUTRAL BUS AND FULL SIZE GROUNDING BUS. F. ACCEPTABLE MANUFACTURERS: GE, SQUARE D, SIEMENS, OR EQUIVALENT. 2.12 DEVICES A SWITCHES: 20AMP, 120 -277 VOLTS, AC. ONLY TOGGLE TYPE, SINGLE POLE, DOUBLE POLE, 3 -WAY, OR 4 -WAY TIMER STYLE AS INDICATED OR REQUIRED. B. RECEPTACLES: 20 AMP, 125V, NINA 5 -208V DUPLEX TYPE. FOR INDOOR MOUNTED, USE STAINLESS STEEL COVER FOR OUTDOOR DR WET LOCATION MOUNTED, USE DEVICE RATED FOR USE. PROVIDE GFCI TYPE WITH SOLID STATE GROUND FAULT SENSING & 5 MA TRIP FOR OUTDOOR OR WET LOCATIONS. C. AUXILIARY POWER (GENERATOR INLET): PROVIDE 3 -POLE, 4W, 125 /250 VOLT FLANGED INLET, BACKBOX AND CLOSURE PLUG AT EXTERIOR OF BUILDING WALL (APPLETON IA1A20033 -20ORS WITH MATCHING BACKBOX AND CLOSURE PLUG). 2.13 CABLE TRAY A PROVIDE A COMPLETE CABLE TRAY SYSTEM WITH BENDS, FITTINGS, ACCESSORIES, ETC. AS REQUIRED. B. DESCRIPTION: ALUMINUM ALLOY CONSTRUCTION. TYPE: LADDER WITH 12' MAXIMUM SPACING. DEPTH: MINIMUM 4'. WIDTH: AS INDICATED ON DRAWINGS, (MINIMUM 12' HORIZONTAL RUNS, MINIMUM 6' VERTICAL RUNS). SUPPORT SPAN: 8 FOOT MINIMUM, UNLESS OTHERWISE NOTED. LOADING: 100 POUNDS/FOOT. RADIUS: 36' MINIMUM, (SMALLER RADIUS MAY BE PERMITTED F APPROVED BY GENERAL DYNAMICS). COVER: VENTILATED .063 ALUMINUM, PROVIDE WERE INDICATED. C. GROUNDING: BOND ALL TRAY SECTIONS USING %2 AWG BARE COPPER GROUND D. ACCEPTABLE MANUFACTURERS: NEWTON INSTRUMENTS OR EQUIVALENT 2.14 SURGE SUPPRESSION A PRODUCTS MANUFACTURED BY ATLANTIC SCIENTIFIC. B. FURNISHED BY GENERAL DYNAMICS. INSTALLED BY CONTRACTOR. 2.15 TRANSFORMER: A. GENERAL - PURPOSE DRY -TYPE TRANSFORMERS SHALL BE ACCORDING TO NEMA TER 1, FACTORY- ASSEMBLED, GENERAL - PURPOSE, AIR - COOLED. PROVIDE TWO TAPS, FOR DE- ENERGIZED TAP - CHANGING OPERATION. INSULATE WITH CLASS 220 INSULATION AND RATE FOR 150 DEGREES C RISE AT CONTINUOUS OPERATION AT RATED KVA. B. TRANSFORMER SURFACE TEMPERATURE RISE TO BE LIMITED TO A MAXIMUM OF 65 DEGREES C. C. PROVIDE TERMINAL ENCLOSURE, WITH COVER, TO ACCOMMODATE PRIMARY AND SECONDARY COIL WINDING CONNECTIONS AND ELECTRICAL SUPPLY RACEWAY TERMINAL CONNECTOR. D. CUSHION TRANSFORMER COIL AND CORE ASSEMBLY FROM ENCLOSURE WITH VIBRATION ISOLATION SUPPORTS. E. PAINT WITH LIGHT GREY ENAMEL. F. TRANSFORMER SHALL BE PAD MOUNTED (PROVIDE HOUSEKEEPING PAD ACCORDING TO MFR'S RECOMMENDATIONS). PART 3 - EXECUTION 3.1 GENERAL A. THE INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. B. INSTALLATION REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS RECOMMENDED BY THE RESPECTIVE MANUFACTURERS, BY MECHANICS EXPERIENCED AND SKILLED IN THEIR TRADE, IN A NEAT AND WORKMANLIKE WINNER IN ACCORDANCE WITH THE STANDARDS OF THE TRADE, AND SO AS NOT TO VOID ANY WARRANTY OF UL LISTING. C. ADMINISTRATION AND SUPERVISION: ALL WORK SHALL BE PERFORMED UNDER THE CONTRACTOR'S DIRECT SUPERVISION, USING SUFFICIENT AND QUALIFIED PERSONNEL AS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE PROGRESS SCHEDULE THE CONTRACTOR SHALL ASSIGN ONE OR MORE COMPETENT SUPERVISORS WHO SHALL HAVE AUTHORITY TO ACCEPT AND EXECUTE ORDERS AND INSTRUCTIONS, AND WHO SHALL COOPERATE WITH THE OTHER CONTRACTORS AND SUBCONTRACTORS, THE ENGINEER, AND GENERAL DYNAMICS IN ALL MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS. D. MINIMUM MOUNTING HEIGHT: INSTALL EXPOSED RACEWAY AND Al OTHER EQUIPMENT (EC. LIGHTING FIXTURES) WITH NOT LESS THAN 7' -6' CLEAR TO FINISHED FLOOR, UNLESS INDICATED OR APPROVED OTHERWISE, AND EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS. E. DIMENSIONS AND CLEARANCES: FIELD MEASURE ALL DIMENSIONS AND CLEARANCES AFFECTING THE INSTALLATION OF ELECTRICAL WORK, IN RELATION TO ESTABLISHED DATUM, BUILDING OPENINGS AND CLEARANCES, AND WORK OF OTHER TRADES, AS CONSTRUCTION PROGRESSES. 3.2 EXAMINAT10N A CONDITIONS VERIFICATION: EXAMINE THE AREAS AND CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND IDENTIFY ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. A. GENERAL SEQUENCE, COORDINATE AND INTEGRATE THE INSTALLATION OF ALL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF WORK, IN CONJUNCTION WITH THE OTHER TRADES. REVIEW THE DRAWINGS FOR WORK OF THE OTHER TRADES, AND REPORT AND RESOLVE ANY DISCOVERED DISCREPANCIES, PRIOR TO COMMENCING WORK. B. COOPERATION: COOPERATE WITH THE OTHER CONTRACTORS AND INDIVIDUAL DISCIPLINES FOR PLACEMENT, ANCHORAGE, AND ACCOMPLISHMENT OF THE WORK. RESOLVE INTERFERENCES BETWEEN WORK OF OTHER DISCIPLINES OR CONTRACTORS PRIOR TO COMMENCING INSTALLATION. C. SUPPORTS AND SLEEVES: COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SLEEVES TO BE SET IN POURED -IN -PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS, AS THEY ARE CONSTRUCTED. D. OBSTACLES AND INTERFERENCES: WHEN INSTAWNG EQUIPMENT AND RACEWAYS, PROVIDE OFFSETS, FITTINGS, ACCESSORIES, AND CHANGES IN ELEVATION OR LOCATION AS NECESSARY TO AVOID OBSTACLES AND INTERFERENCES, PER ACTUAL FIELD CONDITIONS. 3.4 EQUIPMENT PROTECTION A PROTECT ALL EQUIPMENT, MATERIALS, AND WORK FROM THE WEATHER ELEMENTS, PAINT, MORTAR, CONSTRUCTION DEBRIS AND DAMAGE, UNTIL PROJECT IS SUBSTANTIALLY COMPLETE. REPAIR, REPLACE, CLEAN, AND RETURN TO ORIGINAL CONDITION ALL DAMAGED AREAS, EQUIPMENT, UTILITIES. ETC., AND WORK SO AFFECTED. 3.5 LAYOUT A. GENERAL INSTALL MATERIALS AND EQUIPMENT LEVEL AND PLUMB, AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED EXPOSED. B. SERVICEABILITY: INSTALL EQUIPMENT AND RACEWAYS, ETC. TO READILY FACILITATE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS, AND SO AS TO MINIMIZE INFERFI7RENCE WITH OTHER EQUIPMENT AND INSTALLATIONS. C. CLEARANCES: PRIOR TO COMMENCING WORK, VERIFY THAT ALL EQUIPMENT WILL ADEQUATELY FIT AND CONFORM TO THE INDICATED AND CODE REQUIRED CLEARANCES, IN THE SPACES INDICATED ON THE DRAWINGS. IF REARRANGEMENT IS REQUIRED, SUBMIT PLAN AND ELEVATION DRAWINGS OR SKETCHES INDICATING PROPOSED REARRANGEMENT, FOR THE ENGINEER'S APPROVAL DO NOT REARRANGE WITHOUT EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. D. RIGHT -DF -WAY: WHEN LAYING OUT WORK, GIVE FIRST PRIORITY TO COMMUNICATIONS WIRING, AND NEXT PRIORITY TO STEAM AND CONDENSATE LINES, SANITARY LINES, DRAIN UNES, FIRE PROTECTION PIPING, AND SHEET METAL DUCT WORK. PROVIDE OFFSETS AS REQUIRED TO AVOID CONFLICTS. RESOLVE ALL CONFLICTS BEFORE COMMENCING INSTALLATION. 3.6 MOUNTING HEIGHTS A. GENERAL INDICATED HEIGHTS ARE MEASURED FROM THE CENTER OF THE DEVICE OUTLET BOX TO THE FINISHED FLOOR OR GRADE, UNLESS INDICATED OTHERWISE. REOUEST INSTRUCTIONS FOR MOUNTING HEIGHTS NOT INDICATED- B. DEVICES: SWITCHES - 48' A.F.F. I RECEPTACLES - 18' A.F.F. I THERMOSTAT - 48- A.F.F 3.7 HOLES SLEEVES, AND OPENINGS A. GENERAL PROVIDE ALL HOLES, SLEEVES, AND OPENINGS REQUIRED FOR THE COMPLETION OF WORK, AND RESTORE ALL DAMAGED SURFACES TO MATCH SURROUNDING SURFACES. MAINTAIN INTEGRITY OF All FIRE AND SMOKE RATED BARRIERS USING APPROVED FIRESTOPPING SYSTEMS. WHEN CUTTING HOLES OR OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT, DAMAGE OR DISTURB STRUCTURAL ELEMENTS OR REINFORCING STEEL, UNLESS APPROVED IN WRITING BY THE PROJECT STRUCTURAL ENGINEER. B. CONDUIT PENETRATIONS: SIZE CORE DRILLED HOLES SO THAT AN ANNULAR SPACE OF NOT LESS THAN 1/4- AND NOT MORE THAN 1- IS LEFT AROUND THE CONDUIT. WHEN OPENINGS ARE CUT IN UEU OF CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING. SIZE SLEEVES TO PROVIDE AN ANNULAR SPACE OF NOT LESS THAN 1/4- AND NOT MORE THAN 1' AROUND THE CONDUIT, PIPE, ETC. PATCH AROUND SLEEVE TO MATCH SURROUNDING SURFACES. 3.8 RACEWAY SYSTEMS A. UNLESS INDICATED OTHERWISE, USE RACEWAY TYPES AS FOLLOWS: 1) OUTDOORS, EXPOSED: RIGID GALVANIZED STEEL CONDUIT AND SUNLIGHT RESISTANT SCHEDULE 40, WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 2) UOUID TIGHT FLEXIBLE STEEL CONDUIT: USE WHERE FLEXIBLE STEEL CONDUIT CONNECTIONS ARE REQUIRED IN DRY, DAMP, WET, OR OILY LOCATIONS, FOR CONNECTIONS TO TRANSFORMERS, VIBRATING EQUIPMENT, EQUIPMENT REQUIRING MINOR ADJUSTMENTS IN POSITIONS, AND FOR FINAL. CONNECTIONS TO ALL MOTORS AND SIMILAR EQUIPMENT. B. RACEWAY ROUTING: AS REQUIRED BY JOB CONDITIONS UNLESS SPECIFIC ROUTES OR DIMENSIONED POSITIONS ARE INDICATED ON THE DRAWINGS. INSTALL TIGHT TO SLAB, BEAMS, AND JOISTS WHEREVER POSSIBLE. ROUTE EXPOSED CONDUIT, AND CONDUIT INSTALLED ABOVE COUNGS, PARALLEL OR PERPENDICULAR TO WALLS, CEILINGS, AND STRUCTURAL MEMBERS. INSTALL TO MAINTAIN MINIMUM HEADROOM AND TO PRESENT A NEAT APPEARANCE. RUN PARALLEL RACEWAYS TOGETHER WITH BENDS MADE FROM THE SAME CENTERLINE VERIFY EXACT LOCATIONS OF ALL RACEWAYS, PULL BOXES, AND JUNCTION BOXES. RESOLVE ANY CONFLICTS BEFORE INSTALLATION. DO NOT INSTALL HORIZONTAL CONDUIT RUNS BELOW 7' -6' AFF IN EXPOSED LOCATIONS. 1) DO NOT ROUTE ANY CONDUITS INTO OR THRU, STAIRWAYS, ELEVATOR SHAFTS OR ELEVATOR MACHINE ROOM. 2) CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE POSSIBLE 3) COORDINATE All CONDUIT STUB UPS WITH ROOF TOP EQUIPMENT LAYOUT. 4) COORDINATE INSTALLATIONS OF CONDUITS, EQUIPMENT, ETC. WITH BUILDING OWNER PRIOR TO COMMENCEMENT OF WORK. C. RACEWAY INSTALLATION: CUT CONDUIT ENDS SQUARE USING SAW OR PIPECUTTER AND REAM EACH CUT END SMOOTH. CAREFULLY MAKE ALL CONDUIT BENDS AND OFFSETS SO THAT THE INSIDE DIAMETER OF PIPE IS NOT REDUCED. MAKE BENDS SO THAT LEGS ARE IN THE SAME PLANE. MAKE OFFSETS SO THAT LEGS ARE N THE SAME PLANE AND PARALLEL. PROTECT STUB -UPS FROM DAMAGE, AND CAREFULLY REBEND WHEN NECESSARY. D. FITTINGS: MAKE UP ALL RACEWAY FITTINGS TIGHT SO THAT FINAL INSTALLARDN OF RACEWAY, FITTINGS AND ENCLOSURES CONSTITUTES A FIRM MECHANICAL ASSEMBLY AND A CONTINUOUS ELECTRICAL CONTINUITY. PROVIDE INSULATING BUSHINGS ON CONDUIT TERMINATIONS. E PROTECTION: PROTECT ALL RACEWAYS, ENCLOSURES AND EQUIPMENT DURING CONSTRUCTION TO PREVENT ENTRY OF CONCRETE, DEBRIS AND OTHER FOREIGN MATTER. FREE CLOGGED CONDUITS OF ALL OBSTRUCTIONS, OR REPLACE PRIOR TO PULLING WIRE DO NOT PULL WIRE WITHIN BUILDINGS UNTIL BUILDINGS ARE COMPLETELY ENCLOSED. F. BOXES: INSTALL ALL OUTLET PULL AND JUNCTION BOXES RIGIDLY, PLUMB AND LEVEL SUPPORT AND SECURE BOXES INDEPENDENTLY FROM CONDUITS TERMINATING AT BOX. INSTALL ALL BOXES SO AS TO BE ACCESSIBLE AND SO THAT COVERS MAY BE EASILY REMOVED. G. PROVIDE CAP TO PREVENT ENTRY OF MATERIALS AND MOISTURE FOR ALL SPARE CONDUITS. H. CONDUIT STNS: INSTALL CONDUIT SEAL FOR EACH CONDUIT PENETRATING AT AN EXTERIOR BUILDING WALL, BELOW GRADE (UNLESS PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB), AND ELSEWHERE AS INDICATED, AND SO AS TO ACHIEVE A SEALED WATERTIGHT INSTALLATION. I. RIGID GALVANIZED STEEL CONDUIT SHAD. BE USED IN AREAS SUBJECT TO PHYSICAL DAMAGE. CUT ENDS WILL BE REAMED, THREADED AND COLD GALVANIZED (COMPRESSION FFFITNGS WILL NOT BE ACCEPTED). A MINIMUM CONDUCTOR SIZE: ALL BRANCH CIRCUIT WIRING SHALL BE MINIMUM 112 AWG. FEEDER CIRCUIT WRING SHALL BE MINIMUM 12 AWG UNLESS OTHERWISE NOTED. ALL CONTROL CIRCUIT WIRING SHALL BE MINIMUM 114 AWG, UNLESS INDICATED OTHERWISE PROVIDE LARGER SIZES, AS INDICATED OR REWIRED. A FULL SIZED EQUIPMENT GROUNDING CONDUCTOR WILL BE INSTALLED IN POWER AND LIGHTING CONDUITS, (CONDUITS WILL NOT BE USED AS A GROUNDING CONDUCTOR). B. IN RACEWAY: INSTALL ALL WIRING IN CONDUIT OR OTHER SPECIFIED RACEWAY, UNLESS INDICATED OTHERWISE ROMIX, BX, AC AND MC TYPE CABLES ARE NOT ALLOWED. C. TERMINATIONS: FURNISH AND INSTALL TERMINATIONS INCLUDING LUGS IF NECESSARY TO MAKE All ELECTRICAL CONNECTIONS INDICATED OR REWIRED. EXTERIOR AND SWTTCHGEAR TERMINATIONS SHALL HAVE AN AND - OXIDANT APPLIED. SPRING TYPE WIRE CONNECTORS USED IN EXTERIOR BOXES SHALL BE SILICONE FILLED. at &t 1 2555 CINGULAR WAY ALPHARETTA. GEORGIA 30004 6300 SOU I H SYRACUSE WAY, SUrrE 900 CENTENN8IL, CC 80111 PROJECT INFORMATION: srtE erg VAIL_ EAST COW COU6409 1289 ELKHORN DR. VAIL, CO 81657 REV: DATE DESCRIPTION: BY: A osnlnl co REVtw 1N PLANS PREPARED BY CSAi CHARLES STECKLY ARCHITECTURE, 6+e. ARCHITECTURE — PLANNING — DESIGN 5935 SOUTH ZANG SLEET. SUITE 280 LITTLE:TON. COLORADO 80127 OFFICE 303.9329974 FAX 303.9326551 LICENSLIRE NO: DRAWN BY: CHK: APO: TN TN CS LO ut U TV I 1 MAY 16 2011 SOWN OF VAIL SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN-3 a 3 31 L) E a 0 (N U _N Uw¢ 5� ro - m 'nr m 0w yo �m CONC� 1. ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILTTY TO INSURE THAT ALL STANDARDS ARE MET, AND TO BE ABLE TO PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST. 2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AT THE TESTING LABORATORY, AND INFORM GENERAL DYNAMICS WITHIN 24 HOURS OF THE INSPECTION OR TEST. THE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND TEST CYLINDERS. A TOTAL OF FIVE CYUNDERS SHALL BE TAKEN DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50 YARDS. THE FIRST CYLINDER WILL BE BROKEN AT 3 -1/2 DAYS, A SECOND AT 7 DAYS, A THIRD AT 14 DAYS AND A FOURTH AT 28 DAYS. THE LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF NECESSARY. 3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28 -DAY STRENGTH OF 4,000 PSI AND A SLUMP OF 5' MAXIMUM WITH THE MIXTURE PROPORTIONS MEETING THE ASTM AND ACI REQUIREMENTS. ALL ADMIXTURES AND MATERIALS USED FOR THE CONCRETE MIXTURE SHALL ALSO CONFORM TO THE PROPER ASTM REQUIREMENTS. 4. THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPUER TO HAVE AN APPROVED PLASTICIZER ON THE TRUCK TO AID IN THE POURING AND PLACING OF PIERS AND FOUNDATIONS. 5. AJR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO FREEZING TEMPERATURES 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS, SIZES, AND PROPER ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY. 7. THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS. ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH DOWELS AT 18' 0/C WITH A MINIMUM 6- EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE. 8. ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 9. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS; PREMATURE DRYING AND MECHANICAL INJURY TO INSURE PROPER CURING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR GAPS. METALS 1. ALL LABOR, MATERIALS, FABRICATION AND WORKMANSHIP SHALL CONFORM TO THE CODES AND STANDARDS OF ASTM AND AWS. 2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER. THE CONTRACTOR SHALL SUBMIT A COPY OF THE CERTIFICATION TO GENERAL DYNAMICS. 3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED. ANTENNAS AND CABLES I. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDUNG OF ALL MATERIALS ONCE THEY RAVE BEEN RELEASED FROM THE WAREHOUSE. 2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO MANUFACTURER'S RECOMMENDATIONS. 3. TOWER TECHNICIANS MUST BE CURRENT ANDREWS CERTIFIED FOR CABLE CONNECTOR INSTALLATIONS. 4. THE CONTRACTOR SHALL PERFORM THE SWEEP TESTING WITH A WILTRON METAL 330 OR EQUAL, AND PROVIDE TWO COPIES TO GENERAL DYNAMICS. THE REQUIREMENTS FOR THE TESTING RESULTS WILL BE ISSUED FROM GENERAL DYNAMICS PRIOR TO THE STMT OF THE PROJECT. THE CONTRACTOR IS TO FILL OUT THE FORM ON SHEET E -5 OF THIS DOCUMENT SET. (SEE PART 4) 5. THE CONTRACTOR SHALL REPLACE, AT HIS /HER EXPENSE, ANY CABLES, CONNECTORS, JUMPERS, PHASERS, AND ANY OTHER ITEMS OR MATERIALS THAT THE CONTRACTOR DAMAGES. IF A FAULTY PIECE OF MATERIAL OR EQUIPMENT IS FOUND, GENERAL DYNAMICS WILL REPLACE IT, BUT THE CONTRACTOR IS RESPONSIBLE TO REINSTALL IT AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR SWEEP ALL ITEMS PRIOR TO INSTALLATION. 6. THE FOLLOWING TABLE WILL BE USED TO DETERMINE THE MINIMUM - BENDING RADIUS OF EACH CABLE ANTENNA TRANSMISSION LINE BENDING RADII ALPHARETTA. GEORGIA 30004 DAM. OF CABLE LDFj RADIUS SUITE 300 CENTENNIAL, CO 80111 1/2 4 5' COU6409 7/8 5 10* A 1 -1/4 6 15' 1 -5/8 7 20' 7. THE CONTRACTOR SHALL RUN ALL UNES AND CONDUITS IN A NEAT, ORDERLY AND STRAIGHT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY. WARRANT] 1. THE CONTRACTOR SHALL WARRANTY ALL GENERAL WORK FOR A MINIMUM OF 16 MONTHS OR AS STATED ELSEWHERE IN THE CONTRACT. 2. ROOF WARRANTY: ALL WORK ON ROOFS SHALL BE PERFORMED IN FULL COMPLIANCE WITH THE ROOF MANUFACTURER AND CONTRACTOR STINT OBTAIN WRITTEN VERIFICATION FROM ROOF MANUFACTURER THAT THE WARRANTY REMAINS VALID AFTER CONSTRUCTION IS COMPLETE. FLFCTR 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, RUNG, AND FEES IN CONJUNCTION WITH THE PROJECT. 2. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE PROPER AUTHORITIES AND INFORM GENERAL DYNAMICS 48- HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO GENERAL DYNAMICS WITHIN 24 HOURS AFTER THE INSPECTION HAS TAKEN PLACE. 3. ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL CODES, RULES, REGULATIONS AND STANDARDS. 4. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL 5. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. 6. THOROUGHLY TEST ALL UNES, FEEDERS, EQUIPMENT, AND DEVICES WITH MAXIMUM LOADS TO ASSURE PROPER OPERATION. 7. CONDUITS AND FITTINGS FOR OUTSIDE APPUCATIONS SHALL BE RIGID OR NON-METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3 FEET OF ALL JUNCTION BOXES AND AT 8 -FOOT INTERVALS OR LESS AS NEEDED WITH APPROVED ANCHORING DEVICES. 8. ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER SIZE CONNECTORS PER LOCAL, STATE, AND NATIONAL CODES. 9. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPUCES. 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND UTILITY COMPANIES. 11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFUCTS. CONTRACTOR SHALL VERIFY ALL LOCATIONS. 12. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, EQUIPMENT BOXES, AND CABINETS WITH APPROVED PLASTIC TAGS. 13. ALL BREAKERS IN LOAD CENTER SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER. 14. ALL GROUND BUS BARS SHALL BE 1/4- X 4- X 20' UNLESS OTHERWISE NOTED AND STWE BE TINNED COPPER AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUNDING CONNECTIONS. THE HARDWARE SECURING ALL GROUND BARS SHALL BOND THEM TO THE STRUCTURE TO WHICH THEY ARE FASTENED. 15. ANY PENETRATIONS THROUGH WALLS, CEUNGS, FLOORS, ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A UL RATED FIRE SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS, THEN THE CONTRACTOR SHALL ASSUME A 1 -HOUR RATING. 16. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR, AND THE CONTRACTOR SHALL VERIFY ALL ITEMS PRIOR TO PLACEMENT, AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO GENERAL DYNAMICS. 17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. ALL SWEEPS OR BENDS, AND ABOVE - GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL OR PVC SCHEDULE 80. ALL CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. ALL CONDUIT RISERS TO INCLUDE SLIP TYPE EXPANSION JOINT. GROUNDING 1. THE CONTRACTOR SHALL VERIFY WITH GENERAL DYNAMICS THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, ONES, TRAYS, BRIDGES, PLATFORMS, AND ANY /ALL ITEMS ARE GROUNDED PROPERLY. 2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH EXOTHERMIC WELDS AND /OR MECHANICAL TWO -LUG COMPRESSION CONNECTORS AS INDICATED ON PLANS. USE ONLY STAINLESS STEEL SCREWS, BOLTS WASHERS, AND NUTS FOR FASTENING. 3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE METAL AFTER THE COATING HAS BEEN REMOVED, APPLY A NON - CORROSIVE APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL 4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE NON - CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS THAT WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. 5. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH T&B KOPR SHIELD ANTI- CORROSIVE AGENT. NO SUBSTITUTIONS ARE PERMITTED. VERIFY THE PRODUCT WITH GENERAL DYNAMICS PRIOR TO USAGE. 6. GROUND THE ANTENNA BASES, FRAMES, CABLE TRAYS AND RACKS, AND ANY OTHER METALUC COMPONENTS WITH 12 GROUNDING CONDUCTORS, AND CONNECT TO THE SURFACE - MOUNTED GROUND BARS. CONNECTION DETAILS SHALL BE PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR UGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN VERTICAL LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT. 8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM. GENERAL DYNAMICS' REPRESENTATIVE WILL BE INFORMED 48 HOURS IN ADVANCE OF THE TEST. PART 2 - PRODUCTS 2.1 GENERAL A. GENERAL REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH CONTRACT DOCUMENTS AND STANDARD PRODUCTS OF THE VARIOUS MANUFACTURERS, WITH ALL MATERIALS AND EQUIPMENT TO BE NEW, CLEAN, UNDAMAGED, AND FREE OF DEFECTS AND CORROSION. B. ACCEPTABLE PRODUCTS: THE PRODUCT OF A SPECIFIED OR APPROVED MANUFACTURER WILL BE ACCEPTABLE ONLY WHEN THE PRODUCT COMPUES WITH OR IS MODIFIED AS NECESSARY TO COMPLY WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. C. COMMON ITEMS: WHERE MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED, ALL SHALL BE OF THE SAME TYPE AND MANUFACTURER. D. UL USTING: ALL MATERIALS AND EQUIPMENT SHAH BE UNDERWRITERS LABORATORIES (UL) LISTED AND LABELED, WHERE UL STANDARDS AND LISTINGS EXIST FOR SUCH MATERIALS OR EQUIPMENT. 2.2 RACEWAY SYSTEM A RACEWAY SIZING: AS REQUIRED BY NEC (MINIMUM) WITH OVERSIZED RACEWAYS AS INDICATED ON DRAWINGS. MINIMUM CONDUIT SIZE: 3/4 - INCH, UNLESS INDICATED OTHERWISE. B. RACEWAY TYPES: RIGID GALVANIZED STEEL CONDUIT, ELECTRICAL METALLIC TUBING (EMT), FLEXIBLE STEEL CONDUIT, UOUID -TIGHT FLEXIBLE STEEL CONDUIT, SCHEDULE 40 HEAVY WALL, AND SCHEDULE 80 EXTRA - HEAVY WALL RIGID NON- METALLIC (PVC) CONDUIT, CONFORMING TO APPLICABLE ANSI, NEMA AND UL STANDARDS. C. FITTINGS: ALL RACEWAY FITTINGS (EXCEPT FOR RIGID NON- METAWC CONDUIT) TO BE STEEL OR MALLEABLE IRON, AND UL- LISTED FOR THE INTENDED APPLICATION. EMT FITTING TO BE COMPRESSION TYPE. D. OUTLET BOXES (SURFACE MOUNTED): CADMIUM PLATED CAST OR MALLEABLE IRON. E. PULL AND JUNCTION BOXES AND WIREWAYS: USE AS INDICATED AND REQUIRED. JUNCTION BOXES FOR GENERAL INDOOR USE (DRY LOCATIONS) TO BE OF GALVANIZED CODE GAUGE STEEL CONSTRUCTION MINIMUM 4' SQUARE x 1 1/2' DEEP WITH SCREW -ON COVERS. WIREWAYS TO BE UL LISTED, SHEET STEEL CONSTRUCTION WITH SCREW -ON COVERS. FOR EXTERIOR AND DAMP OR WET INDOOR LOCATIONS, USE BOXES AND WIREWAYS APPROVED FOR SUCH USE F. PIPE SLEEVES: RIGID STEEL CONDUIT OR IRON PIPE G. CONDUIT SEALS FOR CAST -IN -PLACE CONCRETE PLPUCATIONS - ACCEPTABLE MANUFACTURERS: D- Z /GEDNEY TYPE 'FSK'; THUNDERUNE CORPORATION 'UNK SEAL' WITH 'LINK SEAL WALL SLEEVE. FOR CORE- DRILLED AND PRE -CAST OPENING APPLICATIONS - ACCEPTABLE MANUFACTURERS: O-Z / GEDNEY TYPE 'CSML;* THUNDERUNE CORP. 'LINK SEAL" H. SWEEPS: All SWEEPS FOR COMMUNICATION EQUIPMENT OR INTO CONCRETE PAD SHALL BE MIN. 24" RADIUS 2.3 CONDUCTORS - 600 VOLT AND BELOW A GENERAL SINGLE - CONDUCTOR 98% CONDUCTIVITY, ANNEALED, UNCOATED COPPER CONDUCTORS WITH 600 -VOLT RATED TYPE 'THHN/THWN' INSULATION. B. CONNECTORS: NYLON SHELL INSULATED METAWC SCREW -ON CONNECTORS FOR 114 -110 AWG, AND BOLTED PRESSURE DR COMPRESSION TYPE LUGS AND CONNECTORS WITH INSULATING COVERS FOR 18 AWG AND LARGER. 2.4 HANGERS AND SUPPORTS A. GENERAL ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE HOT- DIPPED GALVANIZED OR EQUIVALENT CORROSION RESISTANCE BY TREATMENT, AND SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION. B. TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U- CHANNEL, THREADED RODS, ETC. AS INDICATED OR REQUIRED. 2.5 ELECTRICAL IDENTIFICATION A. NAMEPLATES: THREE -LAYER LAMINATED PLASTIC WITH MINIMUM 3/16° HIGH WHITE ENGRAVED CHARACTERS ON BLACK BACKGROUND AND PUNCHED FOR MECHANICAL FASTENING. B. FASTENERS: SELF - TAPPING STAINLESS -STEEL SCREWS OF NUMBER 10 -32 STAINLESS STEEL MACHINE SCREWS WTIH NUTS AND FLAT LOCK WASHERS. C. UNDERGROUND WARNING TAPE: SIX -INCH WIDE POLYETHYLENE TAPE, PERMANENTLY BRIGHT COLORED WITH CONTINUOUS- PRINTED LEGEND INDICATING GENERAL TYPE OF UNDERGROUND UNE BELOW AND 'CAUTION'. COLORS AS FOLLOWS: 1) RED = ELECTRIC, 2) ORANGE = COMMUNICATIONS. D. MARKING PENS: PERMANENT, WATERPROOF, QUICK DRYING BLACK INK. ACCEPTABLE MANUFACTURERS: SANFORD FINE POINT 'SHARPIE; OR EQUAL E. WIRE TAGS: VINYL OR VINYL -CLOTH SELF - ADHESIVE WRAPAROUND TYPE INDICATING APPROPRIATE CIRCUIT NUMBER, ETC. 2.6 ENCLOSURES A DRY LOCATION, INDOOR - NEMA 1. B. WET LOCATION OR OUTDOOR - NEMA 3R. 2.7 GROUNDING A SYSTEM DESCRIPTION: GROUNDING NETWORK SYSTEM SHALL ESTABLISH AN EARTH- RESISTANCE TO THE REFERENCE GROUND POINT NOT TO EXCEED 5 OHMS FOR BUILDING, CONSISTING OF BONDING OF STRUCTURE AND OTHER METAL OBJECTS INCLUDING GROUNDING ELECTRODES AND INTERCONNECTING CONDUCTORS. THIS SEAL BE PERFORMED WITH THE 3 POINT TEST METHOD. B. MATERIAL - INDICATED AS FOLLOWING: 1. WATER SERVICE METALLIC PIPE 2. BUILDING STEEL at &t 12555 CINGULAR WAY ALPHARETTA. GEORGIA 30004 6300 SOUTH SYRACUSE WAY, SUITE 300 CENTENNIAL, CO 80111 PROJECT INFORMATION: Sm _ VAIL EAST COW COU6409 1289 ELKHORN DR. VAIL, CO 81657 REV: DATE DESCRIPTION: BY: A 05/11/11 CO REVEW TN PLANS PREPARED BY: CSAi:, Inc. ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG SHEET, SUITE 280 LITTETON. COLORADO 80127 OFFICE 303.932.9974 FAX: 303932.5381 UCENSURE NO: DRAWN BY CHK: APV: TN TN CS CONSU TA D IL-G]II MAY 16 2011 TPA �fN OF VAIL GENERAL NOTES SHEET NUMBER: GN-2 0 3 0 0" ON w¢ SN m - m �R m� 0 o. W �°y O fa CONTRACTOR GENERAL NOTES 1. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, SAFETY EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPE OF WORK, BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY GENERAL DYNAMICS AND AT &T WIRELESS SERVICES. 2. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS, SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES AND ANY UTILITY COMPANY REGULATIONS AND DIRECTIVES. 3. ALL MATERIALS SUPPLIED BY THE GENERAL DYNAMICS REPRESENTATIVE, AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER MANUFACTURER'S RECOMMENDATIONS. 4. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF /HERSELF WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO GENERAL DYNAMICS PRIOR TO COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS, DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 6. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. ALL TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIAL WILL BE RETURNED TO GENERAL DYNAMICS AND DELIVERED TO THE WAREHOUSING FACILITY PER THE DIRECTION OF GENERAL DYNAMICS. 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO PROCEED (NTP) HAS BEEN ISSUED AND A PRE - CONSTRUCTION MEETING AT THE SITE HAS TAKEN PLACE. 8. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN 18 MONTH WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM GENERAL DYNAMICS. 9. THE CONTRACTOR SHALL HAVE DESIGNATED A MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS BEING PERFORMED. A SUB - CONTRACTOR IS NOT DEFINED AS A DESIGNATED MANAGER. 10. THE CONTRACTOR SHALL PROVIDE A SCHEDULED LIST OF ALL SUB - CONTRACTORS, WHICH SHALL INCLUDE ADDRESSES, CELL PHONE NUMBERS, HOME PHONE NUMBERS, VERIFICATION OF INSURANCE, ANY AND ALL PERTINENT LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE ISSUANCE OF AN NTP. A GENERAL FURNISH AND INSTALL ALL MATERIALS AS REWIRED FOR COMPLETE SYSTEMS, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED, DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO GENERAL DYNAMICS' ACCEPTANCE A GENERAL COMPLY WITH ALL GOVERNING FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS. WHERE THE CONTRACT DOCUMENTS EXCEED THESE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN. IN NO CASE SHALL WORK BE INSTALLED CONTRARY TO OR BELOW MINIMUM LEGAL STANDARDS. B. UTILITIES: COMPLY WITH ALL APPLICABLE RULES, RESTRICTIONS, AND REQUIREMENTS OF THE UTILITY COMPANIES SERVING THE PROJECT SITE / FACILITIES. C. NDN- COMPLIANCE: SHOULD ANY WORK BE PERFORMED WHICH IS FOUND NOT TO COMPLY WITH ANY OF THE ABOVE, CONTRACTOR SHALL PROVIDE ALL WORK AND PAY ALL COSTS NECESSARY TO CORRECT THE DEFICIENCIES. 1.5 REFERENCE STANDARDS A ALL LATEST PUBLISHED STANDARDS OF THE FOLLOWING ASSOCIATIONS / ORGANIZATIONS SHALL BE FOLLOWED AND APPLIED WHERE ARPUCABLE, AS MINIMUM REQUIREMENTS. 1) (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE 2) (ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS. 3) (ETL) ELECTRICAL TESTING LABORATORY. 4) (ICEA) INSULATED CABLE ENGINEERS ASSOCIATION. 5) (IEEE) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS. 6) (NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS. 7) (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 8) (NESC) NATIONAL ELECTRIC SAFETY CODE 9) (NFPA) NATIONAL FIRE PROTECTION ASSOCIATION. 10) (UL) UNDERWRITER'S LABORATORIES. 11) (BOCA) BUILDING OFFICIALS & CODE ADMINISTRATORS. 12) (NEC) NATIONAL ELECTRICAL CODE. 1.6 PERMIT S A GENERAL ALL PERMITS REQUIRED BY ALL APPLICABLE AGENCIES, WILL BE OBTAINED BY SUBCONTRACTOR. 1.11 MAINTAINING SITE CONDMONS A THE CONTRACTOR IS RESPONSIBLE FOR M 14TAJNING A NEAT AND ORDERLY PROJECT SITE. REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE, LITTER, AND ALL FOREIGN SUBSTANCES IN A LEGAL MANNER. REMOVE PETRO- CHEMICAL SPILLS, STAINS, AND OTHER FOREIGN DEPOSITS IN COMPLIANCE WITH OSHA REGULATIONS. RETURN ALL SURFACES TO ORIGINAL CONDITION. LANDSCAPING 1. THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD, CLEARING AND REMOVING A MINIMUM OF 6' TO ACHIEVE A STABLE SUB -BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO VERIFY THE LOCATION OF ANY UNDERGROUND UTILITIES OR LINES THAT EXIST WITHIN THE ENTIRE PROJECT AREA THE CONTRACTOR SHALL PLACE THESE ITEMS ON THE AS -BUILT DRAWINGS. 3. IF LANDSCAPING IS REQUIRED, SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD TO GENERAL DYNAMICS. IF A LANDSCAPE ALLOWANCE IS INCLUDED, PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. 4. ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES IN ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. 5. THE ACCESS ROAD, IF REQUIRED, WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE SITE IS PERMITTED. BRING THE ROAD TO SUBBASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO USE THE ROAD FOR THE PROJECT, AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE IS SUBSTANTIALLY COMPLETE. 6. ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE FLOW AWAY FROM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF GENERAL DYNAMICS IMMEDIATELY. 7. ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI -50OX GEOTEXTILE FABRIC, OR APPROVED EQUAL 8. A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES, AND BE AN EPA REGISTERED LIQUID COMPOSITION AND OF PRE - EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL BE GIVEN TO GENERAL DYNAMICS 9. GRAVEL FILL SHALL BE WELL- GRADED, HARD, DURABLE, NATURAL SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS SOD RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS: 13. ON ANY CO- LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 48 -HOUR NOTIFICATION TO GENERAL DYNAMICS IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO GENERAL DYNAMICS WITHIN 24 HOURS OF THE INSPECTION OR TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO HIM /HER, AND TO REPORT ANY SHORTAGES AND DISCREPANCIES TO GENERAL DYNAMICS AT THE TIME OF ISSUANCE. THE CONTRACTOR SWILL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT HIS /HER EXPENSE. 16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. PART 1 - PROJECT GENERAL NOTES 1_.1 SCOPE OF WORK A. PROVIDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS INDICATED ON THE DRAWINGS AND / OR AS SPECIFIED HEREIN. 1,2 DRAWING USE AND INT RPRLTATION A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS INDICATED OTHERWISE BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND ROUTINGS, ETC. SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND /DR INSTRUCTIONS OF THE ENGINEER AND /OR GENERAL DYNAMICS. C. SAFETY MEETING(S) MINUTES. D. NUMBER OF COPIES OF ALL SUBMITTALS: TWO 1.8 QUALITY ASSURANC A MANUFACTURERS QUALIFICATIONS: NOT LESS THAN THREE YEARS EXPERIENCE IN THE ACTUAL PRODUCTION OF THE SPECIFIED PRODUCTS. B. INSTALLERS QUALIFICATIONS: FIRM WITH NOT LESS THAN FIVE YEARS EXPERIENCE IN THE INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT SIMILAR IN SCOPE AND COMPLEELY TO THOSE REQUIRED FOR THIS PROJECT, AND HAVING SUCCESSFULLY COMPLETED AT LEAST TEN COMPARABLE SCALE PROJECTS. C. INCIDENTAL WORK: PANTING, PATCHING WELDING, CARPENTRY, MECHANICAL WORK AND THE LIKE REQUIRED FOR WORK SHALL BE PERFORMED BY CRAFTSMAN SKILLED IN THE APPROPRIATE TRADE. 1.9 INSPECTIONS A GENERAL DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED COSTS FOR INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT, IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT B. INSPECTIONS REQUIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND / OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. C. INSPECTION AGENCY: APPROVED BY THE LOCAL AND /OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. D. CERTIFICATES: SUBMIT Al REQUIRED INSPECTION CERTIFICATES 1.10 DELIVERY STORAGE AND HANDLING A PACKING AND SHIPPING: DELIVER PRODUCTS IN ORIGINAL UNOPENED PACKAGING, PROPERLY IDENTIFIED WITH MANUFACTURER'S IDENTIFICATION, AND COMPLIANCE LABELS. B. STORAGE AND PROTECTION: COMPLY WITH ALL MANUFACTURER'S WRITTEN RECOMMENDATIONS. STORE ALL PRODUCTS IN A MANNER WHICH SHALL PROTECT THEIR FROM DAMAGE, WEATHER, AND ENTRY OF DEBRIS. C. DAMAGED PRODUCTS: DO NOT INSTALL DAMAGED PRODUCTS. ARRANGE FOR PROMPT REPLACEMENT. 10. ALL FILL DIRT SHALL BE CLEAN AND NATURAL, FREE FROM ANY DELETERIOUS MATERIALS, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED TO GENERAL DYNAMICS WITHIN 24 HOURS FROM THE DELIVERY. 11. ALL TRENCHES SHALL HAVE A SIX -INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS, AND ANOTHER 12' OF CLEAN SAND FILL ON TOP OF THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPATIBLE FILL PLACED IN MAXIMUM LIFTS OF 8% AND MECHANICALLY COMPACTED TO A DENSITY OF 95 %. METALLIC WARNING TAPE SHALL BE PLACED AT 12' BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. 12. ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S FOOT VIBRATORY ROLLER WEIGHING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER -DRIVEN HAND -HELD TAMPER. ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 95%, AND TESTED BY AN INDEPENDENT LABORATORY. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE THE TESTING. ANY SCHEDULING FOR A PROCTOR WILL BE THE CONTRACTOR'S RESPONSIBILITY, AND MUST BE DONE IN A TIMELY FASHION TO ASSURE THE PROJECT WILL NOT BE DELAYED. 13. ANY FILL OR STONE WILL BE PLACED IN MAXIMUM B' LIFTS PRIOR TO COMPACTING. 14. FINISHED GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12- BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1, IN THE ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, AND WHEREVER INDICATED ON PLANS. 16. SEED FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWATS NOT OTHERWISE RIPRAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS THAT WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 17. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH, NET, AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWTH EY THE TIME OF COMPLETION OF THE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. at &t 12555 CINGULAR WAY ALPHARETTA. GEORGIA 30004 1.7 SUBMITTALS SIEVE NUMBER % PASSING BY WEIGHT 11. THE CONTRACTOR IS TO KEEP A COMPLETE AND UP -TO -DATE SET OF THE DRAWINGS, wil /11 4• 100 SPECIFICATIONS, SCOPE OF WORK, AND BILL OF MATERIAL ON THE SITE AT ALL TIMES. THIS WILL BE A REQUIRED SUBMITTALS INCLUDE LIST OF SUBCONTRACTORS; PRODUCT DATA; SHOP DRAWINGS; SAMPLES; 1/2' 50 - 85 REFERENCED AS THE AS -BUILT DRAWINGS AND MUST BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN TEST REPORTS; CERTIFICATIONS; WARRANTIES; MAINTENANCE MANUALS; RECORD DRAWINGS; AND VARIOUS ADDITION TO THE PERMIT SET. ADMINISTRATIVE SUBMITTALS. #4 40 - 75 #10 30 - 60 12, A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR THE B. RECORD DOCUMENTS: INDICATE ACTUAL INSTALLED LOCATIONS FOR ALL EQUIPMENT AND DEVICES ROUTING #40 10 - 30 COMPLETION OF THE PROJECT TO BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF OF MAJOR INTERIOR RACEWAYS, LOCATIONS OF ALL CONCEALED AND UNDERGROUND EQUIPMENT AND 1100 5 - 20 AS -BUILT DRAWINGS TO THE NEW COPY. THIS NEEDS TO BE SUBMITTED TO GENERAL DYNAMICS WITH RACEWAYS AND ALL APPROVED MODIFICATIONS TO THE CONTRACT DOCUMENTS, AND DEVIATIONS NECESSITATED 1200 0 - 8 THE CLOSEOUT DOCUMENTS. BY FIELD CONDITIONS AND CHANGE ORDERS. 13. ON ANY CO- LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR EACH PROJECT. A 48 -HOUR NOTIFICATION TO GENERAL DYNAMICS IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE SUBMITTED TO GENERAL DYNAMICS WITHIN 24 HOURS OF THE INSPECTION OR TEST. 15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO HIM /HER, AND TO REPORT ANY SHORTAGES AND DISCREPANCIES TO GENERAL DYNAMICS AT THE TIME OF ISSUANCE. THE CONTRACTOR SWILL STORE THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING AND STORAGE, THE CONTRACTOR WILL REPLACE IT AT HIS /HER EXPENSE. 16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT. 17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION. PART 1 - PROJECT GENERAL NOTES 1_.1 SCOPE OF WORK A. PROVIDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS INDICATED ON THE DRAWINGS AND / OR AS SPECIFIED HEREIN. 1,2 DRAWING USE AND INT RPRLTATION A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS INDICATED OTHERWISE BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND ROUTINGS, ETC. SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND /DR INSTRUCTIONS OF THE ENGINEER AND /OR GENERAL DYNAMICS. C. SAFETY MEETING(S) MINUTES. D. NUMBER OF COPIES OF ALL SUBMITTALS: TWO 1.8 QUALITY ASSURANC A MANUFACTURERS QUALIFICATIONS: NOT LESS THAN THREE YEARS EXPERIENCE IN THE ACTUAL PRODUCTION OF THE SPECIFIED PRODUCTS. B. INSTALLERS QUALIFICATIONS: FIRM WITH NOT LESS THAN FIVE YEARS EXPERIENCE IN THE INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT SIMILAR IN SCOPE AND COMPLEELY TO THOSE REQUIRED FOR THIS PROJECT, AND HAVING SUCCESSFULLY COMPLETED AT LEAST TEN COMPARABLE SCALE PROJECTS. C. INCIDENTAL WORK: PANTING, PATCHING WELDING, CARPENTRY, MECHANICAL WORK AND THE LIKE REQUIRED FOR WORK SHALL BE PERFORMED BY CRAFTSMAN SKILLED IN THE APPROPRIATE TRADE. 1.9 INSPECTIONS A GENERAL DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED COSTS FOR INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT, IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT B. INSPECTIONS REQUIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND / OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. C. INSPECTION AGENCY: APPROVED BY THE LOCAL AND /OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. D. CERTIFICATES: SUBMIT Al REQUIRED INSPECTION CERTIFICATES 1.10 DELIVERY STORAGE AND HANDLING A PACKING AND SHIPPING: DELIVER PRODUCTS IN ORIGINAL UNOPENED PACKAGING, PROPERLY IDENTIFIED WITH MANUFACTURER'S IDENTIFICATION, AND COMPLIANCE LABELS. B. STORAGE AND PROTECTION: COMPLY WITH ALL MANUFACTURER'S WRITTEN RECOMMENDATIONS. STORE ALL PRODUCTS IN A MANNER WHICH SHALL PROTECT THEIR FROM DAMAGE, WEATHER, AND ENTRY OF DEBRIS. C. DAMAGED PRODUCTS: DO NOT INSTALL DAMAGED PRODUCTS. ARRANGE FOR PROMPT REPLACEMENT. 10. ALL FILL DIRT SHALL BE CLEAN AND NATURAL, FREE FROM ANY DELETERIOUS MATERIALS, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED TO GENERAL DYNAMICS WITHIN 24 HOURS FROM THE DELIVERY. 11. ALL TRENCHES SHALL HAVE A SIX -INCH BASE OF CLEAN SAND FILL TO ACCEPT THE CONDUITS, AND ANOTHER 12' OF CLEAN SAND FILL ON TOP OF THE CONDUITS. THE REMAINDER OF THE TRENCH SHALL HAVE A CLEAN COMPATIBLE FILL PLACED IN MAXIMUM LIFTS OF 8% AND MECHANICALLY COMPACTED TO A DENSITY OF 95 %. METALLIC WARNING TAPE SHALL BE PLACED AT 12' BELOW FINISHED GRADE ALONG THE ENTIRE TRENCH. 12. ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY A SHEEP'S FOOT VIBRATORY ROLLER WEIGHING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY A POWER -DRIVEN HAND -HELD TAMPER. ALL COMPACTED AREAS SHALL BE COMPACTED TO WITHIN 95%, AND TESTED BY AN INDEPENDENT LABORATORY. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE THE TESTING. ANY SCHEDULING FOR A PROCTOR WILL BE THE CONTRACTOR'S RESPONSIBILITY, AND MUST BE DONE IN A TIMELY FASHION TO ASSURE THE PROJECT WILL NOT BE DELAYED. 13. ANY FILL OR STONE WILL BE PLACED IN MAXIMUM B' LIFTS PRIOR TO COMPACTING. 14. FINISHED GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12- BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1, IN THE ENTIRE DITCH FOR 6 FEET IN ALL DIRECTIONS AT CULVERT OPENINGS, AND WHEREVER INDICATED ON PLANS. 16. SEED FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWATS NOT OTHERWISE RIPRAPPED. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS THAT WILL ENCOURAGE ROOTING. PREPARE SURFACE PROPERLY TO ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 17. THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCAPED AREAS BY WATERING, STRAW, MULCH, NET, AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL AREAS MUST HAVE SUSTAINED GROWTH EY THE TIME OF COMPLETION OF THE PROJECT. 18. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. at &t 12555 CINGULAR WAY ALPHARETTA. GEORGIA 30004 6300 SOUTH SYRACUSE WAY, SUITE 300 CENTENNIAL, CO 80111 PRO.IECT INFORMATION: SRE RatE VAIL EAST COW COU6409 1289 ELKHORN DR. VAIL. CO 81 657 REV: DATE DESCRIPTION: BY: A wil /11 co wvV TN PLANS PREPARED BY CSAiz,,_ ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG STEET, SUITE 280 LITTLETON. COLORADO 80127 OFFICE: 3039329974 FAX: 303.932.6561 MAY 16 2011 TN TN CS CONSULTANT. SHEET TITLE: GENERAL NOTES SHEET NUMBER: GN- 1 e o Sew° QN UN m I- w¢ 5R a'1 Ti m o � °mow �O �a A GENERAL: RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND EQUIPMENT TO BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENER SUITABLE FOR THE USE, MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FEET ON CENTER. B. OVERHEAD MOUNTING: ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK OR SUPPORTING METAL FRAMEWORK. DO NOT MAKE ATTACHMENTS TO STEEL ROOFING, STEEL FLOORING OR CEILING MINERAL TILE. C. WALL MOUNTING: SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY, CONCRETE BLOCK, METAL FRAMING OR SUB - FRAMING. D. EXTERIOR WALLS: MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR OR EXTERIOR BUILDING WALLS, AT LEAST ONE INCH AWAY FROM WALL SURFACE, USING SUITABLE SPACERS. E. STRUCTURAL MEMBERS: DO NOT CUT, DRILL OR WELD ANY STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER. F. INDEPENDENT SUPPORT: DO NOT SUPPORT MATERIALS OR EQUIPMENT FROM OTHER EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME. G. TEMPORARY CONDITIONS: DO NOT ATTACH TO OR SUPPORT ELECTRICAL WORK FROM REMOVABLE OR KNOCKOUT PANELS OR TEMPORARY WALLS OR PARTITIONS. H. RACEWAY SUPPORTS: RIGIDLY SUPPORT ALL RACEWAY WITH MAXIMUM SPACINGS PER NEC, AND SO AS TO PREVENT DISTORTION OF ALIGNMENT DURING PULLING OPERATION. USE APPROVED HANGERS, CLAMPS AND STRAPS FOR INDIVIDUAL RUNS. DO NOT USE PERFORATED STRAPS OR TIE WIRES. WHERE MULTIPLE PARALLEL RACEWAYS ARE RUN TOGETHER, USE TRAPEZE TYPE HANGER ARRANGEMENT MADE FROM U- CHANNEL AND ACCESSORIES, SUSPENDED BY THREADED RODS, AND ALLOW AT LEAST 25% SPARE CAPACITY FOR FUTURE INSTALLATION OF ADDITIONAL RACEWAYS. RIGIDLY ANCHOR VERTICAL CONDUITS SERVING FLOOR - MOUNTED OR 'ISLAND' TYPE EQUIPMENT MOUNTED AWAY FROM WALLS WITH METAL BRACKET OR RIGID STEEL CONDUIT EXTENSION SECURED TO FLOOR. I. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETS, ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT J. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH. A VERIFICATION: OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT FURNISHED BY OTHERS. EXAMINE ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS AND REQUIREMENTS. B. ROUGH -IN: PROVIDE ALL REWIRED CONDUIT, BOXES, FITTINGS, WIRE, CONNECTORS AND MISCELLANEOUS ACCESSORIES, ETC., AS NECESSARY TO ROUGH IN THE MAKE FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. IN GENERAL, MOTORS AND EQUIPMENT SHALL BE WIRED IN CONDUIT TO A JUNCTION BOX (OR SAFETY SWITCH) NEAR THE UNIT, AND FROM THERE TO THE UNIT IN FLEXIBLE METAL OR LIQUID TIGHT FLEXIBLE STEEL CONDUIT. C. CONNECTIONS: PROVIDE PROPERLY SIZED OVERLOAD AND SHORT CIRCUIT PROTECTION FOR ALL EOUIPMENT CONNECTED, WHETHER FURNISHED UNDER THIS CONTRACT OR BY OTHERS. VERIFY PRIOR CONNECTIONS WITH MANUFACTURER'S PUBLISHED DIAGRAMS AND COMPLY WITH SAME. VERIFY THAT EQUIPMENT IS READY FOR ELECTRICAL CONNECTIONS, WIRING AND ENERGIZATION, PRIOR TO PERFORMING SAME D. CONTROL WIRING: PROVIDE ALL CONTROL MIRING TO REMOTE DEVICES OR EQUIPMENT, AS INDICATED OR REQUIRED. MODIFY EQUIPMENT CONTROL WIRING, INSTALL OR DISCONNECT JUMPERS, ETC., AS REQUIRED. 3.12 IDENTIFICATION A GENERAL: LOCATE NAMEPLATE MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN ABOVE COUNGS AND WHEN IN MECHANICAL OR ELECTRICAL EQUIPMENT ROOMS OR OTHER UNFINISHED AREAS, AND ON INSIDE OF FRONT COVER WHEN IN FINISHED ROOMS / AREAS. USE CONTRACT DOCUMENT DESIGNATIONS FOR IDENTIFICATION UNLESS INDICATED OTHERWISE. B. NAMEPLATES: PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH, PANELBOARD, TRANSFORMER, MOTOR STARTER, AND ALL OTHER EQUIPMENT, ETC. C. UNDERGROUND WARNING TAPE: DURING TRENCH BACKFIWNG FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS UNE, PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE LOCATED DIRECTLY ABOVE UNE AT SIX TO EIGHT INCHES BELOW FINISHED GRADE. D. MARKING PEN LABELING: MARK EACH JUNCTION AND PULL BOX INDICATING SOURCE DESIGNATION AND CIRCUIT NUMBER(S) FOR THE ENCLOSED CONDUCTORS. E. LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINATION AND IN ALL PULL BOXES AND JUNCTION BOXES. FOR POWER CIRCUITS, APPLY WIRE TAGS INDICATING APPROPRIATE CIRCUIT OR FEEDER NUMBER TO EACH CONDUCTOR PRESENT IN DISTRIBUTION PANEL AND PANELBOARD GUTTERS, AND TO EACH CONDUCTOR IN PULL AND JUNCTION BOXES. F. LOAD CENTER CIRCUIT DIRECTORIES: AT COMPLETION OF PROJECT, ACCURATELY COMPLETE EACH PANELBOARD CIRCUIT DIRECTORY CARD, IDENTIFYING LOAD SERVED OR - SPARE' OR SPACE" FOR EACH CIRCUIT POLE. WHEN MODIFYING, ADDING OR DELETING CIRCUITS AT AN EXISTING PANELBOARD, UPDATE THE EXISTING (OR PROVIDE NEW) CIRCUIT DIRECTORY CARD TO ACCURATELY REFLECT FINAL CONDITIONS. 3.13 GROUNDING SYSTEM A EXAMINATION: VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AND THAT THE FIELD MEASUREMENTS ARE AS SHOWN ON SHOP DRAWINGS. B. INSTALLATION - INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED: 1) GROUNDING NETWORK SYSTEM SHALL INCLUDE ELECTRICAL TRENCHING, BACKFILL AND COMPACTION PER THIS SECTION; GROUNDING WIRE, GROUNDING ELECTRODES AND ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE SPECIFIED SYSTEM. 2) ALL GROUND CONNECTIONS SHALL CONFORM TO IEEE STD 837 AND /OR UL467 PROTECTED FROM CORROSION AS NOTED ON DWGS. USE CADWELD OR DOUBLE LUG FOR OUTDOORS ABOVE AND BELOW GRADE, INDOORS, AND ON ROOF INSTALLATIONS, AS INDICATED ON PLANS.. 3) ALL CLAMP CONNECTIONS SHAH BE MADE ACCESSIBLE FOR INSPECTION. USE ONLY WHERE SPECIFIED. 4) ALL UNDERGROUND CONNECTIONS SIWl BE INSPECTED BY GENERAL DYNAMICS' REPRESENTATIVE PRIOR TO BACKFIW NG. 5) IF ROCK IS ENCOUNTERED, GROUND ROD SHALL BE INSTALLED IN A 2 INCH DIAMETER DRILLED HOLE TO THE REQUIRED DEPTH AND BACKFILLED WITH APPUCAMONS OF MAGNESIUM SULFATE OR COPPER SULFATE. 6) GROUNDING WIRE SHALL NOT BEND LESS THAN 90' IN ANY LOCATION WITH A MINIMUM BEND RADIUS OF 8'. 7) PROVIDE CORROSION PROOFING PAINT ON SURFACES EXPOSED DURING INSTALLATION. 8) ALL BELOW GROUND CONNECTIONS SHALL BE CADWELD. PROVIDE CORROSION PROTECTION TO CONNECTION AREA, IF INDICATED. 9) ALL ABOVE GROUND CONNECTIONS SHALL BE BOLTED CLAMP. BURNDY CONNECTIONS SHALL NOT BE USED FOR EXTERIOR GROUNDING, UNLESS NOTED. 10) ALL GROUND CONNECTIONS TO THE GROUND BAR SHALL BE MADE WITH DOUBLE HOLE HYDRAULICALLY INDENTED LUGS, EXCEPT FOR TWO CADWELDS, AS SHOWN ON PLANS. 11) WHERE GROUND CONNECTIONS ARE MADE, THE CONTACT POINTS ARE TO BE CLEANED AND MADE FREE OF FOREIGN MATERIALS, SUCH AS PAINT AND CORROSION, TO ENSURE AN ADEQUATE BOND. 12) ALL GROUNDING AND BONDING INSTALLATIONS AND CONNECTIONS SHALL COMPLY WITH AT &T WIRELESS SERVICES ELECTRICAL AND GROUNDING SPECIFICAT10%. 13) ALL MECHANICAL GROUNDING CONNECTIONS MADE THROUGHOUT THESE DRAWINGS SHALL BE MADE WITH KOPR- SHIELD. THERE IS NO EQUIVALENT FOR THESE ANTIOXIDATION COMPOUNDS. NO OTHER COMPOUND WILL BE ACCEPTED. COAT ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING. C. FIELD QUALITY CONTROL - FIELD INSPECTION AND TESTING WILL BE PERFORMED AS REQUIRED: 1) THE CONTRACTOR SHALL VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED, MEETS NEC ARTICLE 250 REQUIREMENTS, AND IS ACCEPTABLE TO THE LOCAL UILTTY AND LOCAL AUTHORITY HAVING JURISDICTION. 2) THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING NETWORK SYSTEM. SYSTEM SHALL BE TESTED AT THE TIME OF INSTALLATION. 3) THE GROUNDING NETWORK SYSTEM TEST PROCEDURE SHALL COMPLY WITH NFPA 78 THREE POINT TECHNIQUE FOR GROUND RESISTANCE, EXCEPT AS MODIFIED HEREIN. 4) CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE INSTALLED SYSTEM. CONTRACTOR SHALL CONDUCT -SITE RESISTANCE TO EARTH GROUNDING TESTING' PER AT &T STANDARD. INSTALLED SYSTEM SHALL ACHIEVE A GROUND RESISTANCE OF LESS THAN 5 OHMS. 5) RECORD GROUND RESISTANCE TEST RESULTS ON AT &T GROUND RESISTANCE TEST' FORM. 6) TEST SHALL BE WITNESSED BY AT &T REPRESENTATIVE. 7) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO GENERAL DYNAMICS' REPRESENTATIVE & ENGINEER. 3.14 CHECKOUT, TESTING, AND ADJUSTING A CORRECTION /REPLACEMENT: AFTER TESTING BY CONTRACTOR, GENERAL DYNAMICS OR ENGINEER CORRECT ANY DEFICIENCIES, AND REPLACE MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY. B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY & INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH & POWER CABINET. C. GROUNDING - IEEE FALL OF POTENTAL TESTS: CONDUCT TEST WITH A ATTIC MODEL #4500 TESTER. THE METHOD OF USING TWO AUXILIARY GROUND RODS (AS DESCRIBED IN LEES STANDARD 181 - 1983, PART 1) SHALL BE USED. THE AUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROM THE RODS SO THAT THE REGIONS IN WHICH THEIR RESISTANCE IS LOCALIZED DO NOT OVERLAP. 3.15 SYSTEMS DEMONSTRATION A INSTRUCT GENERAL DYNAMICS' REPRESENTATIVQS) IN THE START -UP, OPERATION AND MAINTENANCE OF ALL ELECTRICAL SYSTEMS AND EQUIPMENT AS REQUESTED BY GENERAL DYNAMICS' REPRESENTATIVE. 3.16 CLEANING AND TOUCH -UP PAINTING A GENERAL PERIODICALLY REMOVE FROM THE PROJECT SITE, ALL WASTE, RUBBISH AND CONSTRUCTION DEBRIS ACCUMULATED FROM CONSTRUCTION OPERATIONS. THE PREMISES SHALL BE LEFT CLEAN AND FREE OF ANY DEBRIS AND UNUSED CONSTRUCTION MATERIALS PRIOR TO FINAL ACCEPTANCE. B. ELECTRICAL EQUIPMENT: REMOVE ALL DUST, DIRT, DEBRIS, MORTAR, WIRE SCRAPS, RUST, AND OTHER FOREIGN MATERIALS FORM THE INTERIOR AND EXTERIOR OF ALL ELECTRICAL EQUIPMENT AND ENCLOSURES, AND WIPE DOWN. CLEAN ACCESSIBLE CURRENT CARRYING ELEMENTS AND INSULATORS PRIOR TO ENERGIZING. C. TOUCH -UP PAJNTING: RESTORE AND REFINISH TO ORIGINAL CONDITION ALL SURFACES Of ELECTRICAL EQUIPMENT THAT IS SCRATCHED, MARRED AND /OR DENTED WRING SHIPPING, HANDLING, OR INSTALLATION. REMOVE ALL RUST, AND PRIME AND PAINT AS RECOMMENDED BY THE MANUFACTURER. 3.17 COAXIAL CABLE INSTALLATION A THE COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS. B. COAXIAL CABLE SUPPORTS. 1) SUPPORT COAXIAL CABLES INSIDE MONOPOLES WITH 'KELLEM' GRIP TYPE PRODUCTS. 2) SECURE AND SUPPORT COAXIAL CABLES ON OPEN WAVEGUIDES STRUCTURAL TOWERS. 3) SECURE AND SUPPORT COAXIAL CABLES ON ICE BRIDGES AS INDICATED ON DRAWINGS. C. COAXIAL CABLE GROUNDING: 1) THE COAXIAL CABLES STWl BE GROUNDED TO BUS BAR(S) A THE ANTENNAS USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS. 2) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BAR AT THE BOTTOM OF THE TOWER OR MONOPOLE USING THE GROUNDING KITS SPECIFIED ON THE DRAWINGS. 3) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BAR AT THE BULKHEADS USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS. 3.18 TELEPHONE SERVICE A GENERAL ARRANGE WITH THE UTILITY COMPANY AND AWS FOR A TIMELY INSTALLATION OF THE T -1 SERVICE. COMPLY WITH AND COORDINATE ALL REQUIREMENTS OF THE UTILITY COMPANY. B. GENERAL DYNAMICS WILL ORDER THE T -1 SERVICE. C. CONTRACTOR WILL ARRANGE FOR T -1 SERVICE INSTALLATION AND PAY FOR ASSOCIATED UDUTY CHARGES. 3.19 ELECTRICAL SERVICE A GENERAL ARRANGE WITH THE UTILITY COMPANY AND AT &T WIRELESS SERVICES FOR A TIMELY INSTALLATION OF THE TEMPORARY ELECTRIC SERVICE (IF REQUIRED) AND PERMANENT ELECTRIC SERVICE. COMPLY WITH AND COORDINATE ALL REQUIREMENTS OF THE UTILITY COMPANY. B. GENERAL DYNAMICS WILL ORDER THE ELECTRIC SERVICE. C. CONTRACTOR WILL ARRANGE FOR ELECTRIC SERVICE INSTALLATION AND PAY FOR ASSOCIATED UTILITY CHARGES. D. ARRANGE FOR AN INSPECTION OF THE ELECTRICAL SERVICE BY THE AUTHORITY HAVING JURISDICTION. OBTALN A CERTIFICATE OF INSPECTION. FURNISH A COPY OF CERTIFICATE TO AWS AND A COPY TO THE UTILITY COMPANY. E. COORDINATE METER SOCKET REQUIREMENTS WITH AT &T WIRELESS SERVICES AND ELECTRIC UTILITY. F. GROUNDING: PROVIDE GROUNDING ELECTRODE SYSTEM FOR THE SERVICE, PER THE NEC, PER UTILITY COMPANY REQUIREMENTS, AND AS INDICATED. G. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. PART 4 - ANTENNA SWEEP TEST CONTRACTOR WILL PERFORM TESTING ON EACH COAXAL CABLE TO MEASURE INSERTION LOSS, RETURN LOSS, AND TO ENSURE THAT EACH CABLE IS INSTALLED AND CONNECTED TO THE APPROPRIATE ANTENNA THESE MEASUREMENTS MUST BE PERFORMED ON THE COAXAL CABLE WITH THE ANTENNA JUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON THE ENTIRE ANTENNA SYSTEM. 4.1 PRELIMINARY INSPECTION: PRIOR TO TESTING, CONTRACTOR WILL PERFORM INSPECTION OF ANTENNA AND COAXIAL SYSTEM AND RECORD FINDINGS ON 'ANTENNA INSPECTION FORM! ALL ITEMS SHOULD BE LISTED AS COMPLETE ON THIS FORM PRIOR TO ANTENNA SYSTEM TESTING. 4.2 EOUIPMENT TEST EQUIPMENT SHALL BE WILTRON 3315 OR GENERAL DYNAMICS- APPROVED ALTERNATNE ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 TO VSWR at &t 12555 CINGULAR WAY ALPHARETTA. GEORGIA 30004 i 6300 SOUTH SYRACUSE WAY, SUITE 300 CENTENNL AL, CO 80111 PROJECT INFORMATION: sRE VAIL EAST COW COU6409 1289 ELKHORN DR. VAIL CO 81657 REV: DATE DESCRIPTION: By A 05/11/11 co REVEW TN PLANS PREPARED BY: CSAi., Inc. ARCHITECTURE - PLANNING - DESIGN 5935 SOUTH ZANG STEET, SUITE 280 LITTLETON. COLORADO 80127 OFFICE 303.932.9974 FAX: 303.9328561 LICENSURE NO: DRAWN BY: CHK: APV: TN TN CS CONSULTANT. _S H EET TITLE: GENERAL NOTES SHEET NUMBER: GNA 3 �a N U �! m F- w¢ S N W - [O ao �w c°N O �a 4.4 FREQUENCIES ALL TESTS SHALL BE PERFORMED FOR THE FOLLOWING FREQUENCIES: PCS FREQUENCY BLOCK UPLINK FREQUENCY RANGE MHz DOWNLINK FREQUENCY RANGE MHz A 1850 -1865 1930 -1945 B 1870 -1885 1950 -1965 C 1895 -1910 1975 -1990 D 1865 -1870 1945 -1950 E 1885 -1890 1965 -1970 F 1890 -1895 1970 -1975 4.5 NOTIFICATION: CONTRACTOR SHALL NOTIFY THE GENERAL DYNAMICS - WTS DESIGNATED REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. 4.6 AZIMUTH VERIFICATION: PRIOR TO TESTING, CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS AND DOWNDLTS ARE TRUE. CONTRACTOR SHALL ENSURE THAT ALL CONNECTORS HAVE BEEN INSTALLED TO THE SPECIFIED TORQUE VALUES. 4.10 PHOTOS: CONTRACTOR SHALL TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSIDAS, PHOTOS SHALL BE SUBMITTED AS PART OF THE CLOSE -OUT DOCUMENTATION. CONTRACTOR IS REQUIRED TO SUBMIT QUALITY PHOTOS, PHOTOS TAKEN WITH INSUFFICIENT LIGHT OR LACKING IN DETAIL WILL BE REJECTED AND WILL BE RE- PHOTDGRAPHEI AT CONTRACTORS EXPENSE. CONTRACTOR SHALL PAY DEVELOPING COSTS OF ALL NON- DIGITAL PHOTOGRAPHS. PHOTOS REQUIRED OF THE FOLLOWING: ANTENNA AZIMUTHS (3 REQUIRED, I PER SECTOR) PICTURE SHOULD INCLUDE THE TOP OF EACH ANTENNA AS A SIDE NEW AND WILL BE USED TO VERIFY THAT CORRECT DOWNTILT HAS BEEN APPUED TO EACH SECTOR. VIEW FROM FACE (3 REQUIRED, 1 PER SECTOR) PICTURE TO BE VIEW FROM BACK OF TRANSMIT ANTENNA TO INCLUDE THE TOP OF THE TRANSMIT ANTENNA AND THE SURROUNDING LANDSCAPE. TOP BUS BAR (1 PER BUS BAR). PICTURE SHALL BE USED TO INDICATE GROUNDING KITS HAVE BEEN GROUNDED APPROPRIATELY. DRIP LOOP (1 REQUIRED PER COAX). PICTURE WILL BE USED TO VERIFY THAT THE CONTRACTOR HAS INSTALLED DRIP LOOP IN TRANSMISSION LINE EXIRNG TOWER. EXTERIOR BULKHEAD PENETRATION (1 REQUIRED). PICTURE WILL BE USED TO VERIFY GROUNDING STRAPS ARE INSTALLED, NEATLY SWEPT AND BULKHEAD HAS BEEN WEATHERPROOFED. 4.7 DOCUMENTATION : INTERIOR BULKHEAD PENETRATION (1 REQUIRED). PICTURE WILL BE USED TO VERIFY ALL TEST RESULTS SHALL BE RECORDED IN SUPPUED 'BASE STATION INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. ANTENNA SYSTEM SUMMARY SHEET% ALONG WITH RESULTS OF EACH INDIVIDUAL TEST. ONE 4.11 DELIVERY: HARD COPY WILL BE LEST AT THE SITE AND 2 WARD COPIES AND 1 SOFT COPY WILL BE SUITE 300 SUPPLIED TO GENERAL DYNAMICS- WTS AS PART OF THE CLOSEOUT DOCUMENTATION. CONTRACTOR SHALL ISSUE PACKAGE TO GENERAL DYNAMICS - WTS DESIGNATED sI*E w�n+E REPRESENTATIVE AFTER SITE HAS BEEN ACCEPTED AND WITHIN 5 WORKING DAYS. 4.8 REQUIRED TESTS: CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL UNIT AND 4.12 COLOR - CODING: COORDINATE W/ GENERAL DYNAMICS PROJECT MANAGER. RECORD EACH READING ON BASE STATION ANTENNA SYSTEM SUMMARY SHEET. OPEN VSWR, REV: DATE: DESCRIPTION: By SYSTEM VSWR, LOAD VSWR, SYSTEM RETURN LOSS, OPEN RETURN LOSS, DISTANCE TO FAULT. D911/11 4.9 AUDIT: CONTRACTOR SHALL CONDUCT AUDIT OF MATERIALS TO INCLUDE: ANTENNA SERIAL NUMBERS AND MODEL NUMBERS PER IDENTIFIED SECTOR. CONTRACTOR SHALL RECORD FINDINGS IN 'SWEEP AUDIT SHEET.' GENERAL NOTES NOT USED CONTRACTOR DEUVERABLES 1. THE CONTRACTOR SHALL CARRY ON HIS WORK IN ACCORDANCE WITH ALL GOVERNING NATIONAL, STATE, COUNTY AND LOCAL CODES, AS WELL AS, OSHA REGULATIONS. 2. TESTING OF CAST -IN -PLACE CONCRETE, STRUCTURAL STEEL AND ANY OTHER MATERIAL USED SHALL BE AS REQUIRED BY AND IN ACCORDANCE WITH LOCAL REGULATIONS. 3. THE GROUNDING SYSTEM FOR EACH SITE SHALL BE TESTED FOR A GROUND RESISTANCE OF 5 OHMS, ONE OF THREE TESTS SHALL BE USED: IEEE FALL -OF- POTENTIAL TEST, AN APPROVED CLAMP ON TEST, OR A DIRECT METHOD (TWO- TERMINAL) 'CONTINUITY' TEST. THE FALL-OF-POTENTIAL TEST IS THE PREFERRED TESTING METHOD AND SHALL BE USED WHENEVER POSSIBLE. ANY GROUND RESISTANCE OF GREATER THAN 5 OHMS BUT LESS THAN 25 OHMS SHALL BE REVIEWED BY GENERAL DYNAMICS AND AGREED UPON WITH AWS ON A CASE -BY -CASE BASIS. 4. THE CONTRACTOR SHALL SUBMIT AN ANTENNA SWEEP TEST INCLUDING THREE (3) HARD COPIES OF ALL SWEEP GRAPHICS AND SITE SUBMISSION FORMS AND ONE (1) SOFT COPY (DATABASE FILE). THE SOFT COPY SHALL BE CONTAINED ON A 3 -1/2 INCH FLOPPY DISK. THE FILE SHALL BE NAMED USING THE SITE NUMBER AND THE THREE LETTER EXTENSION OF THE ELECTRONIC FILE. 5. AS -BUILT INFORMATION: TWO (2) COPIES OF A REPORT CONTAINING A DESCRIPTION OF THE TOWER /MONOPOLE, SKETCHES AND RED -LINED CONSTRUCTION DRAWINGS SHALL BE SUBMITTED. THE MAXIMUM SIZE OF ANY DRAWING IN THE REPORT SHALL BE 11'X17'. THE COVER SHEET OF THE REPORT SHALL CONTAIN THE SITE NAME AND SITE NUMBER. ALSO INCLUDED IN THIS REPORT SHALL BE RED -LINED RF INFORMATION. 6. CONTRACTOR SHALL HAVE 72 HOURS TO COMPLETE PUNCH -UST ITEMS FOUND INCOMPLETE OR INADEQUATE BY GENERAL DYNAMICS DURING SITE COMPLETION WALK. 7. ONE ORIGINAL OF EACH OF THE FOLLOWING SHALL BE PROVIDED TO GENERAL DYNAMICS UPON COMPLETION OF PROJECT: - CERTIFICATE OF AUTHENTICITY - ALL INSPECTION SIGN -OFFS - BUILDING AND ELECTRICAL PERMITS - RELEASE OF WAVER k DENS - ANTENNA PACKETS (EQUIPMENT INFORMATION, PAPERS, ETC.) - WARRANTIES ON ALL ITEMS INSTALLED AND WORK PERFORMED - PHOTOGRAPHS OF THE SITE BEFORE, DURING, AND AFTER CONSTRUCTION - ALL THIRD -PARTY INSPECTION REPORTS (CONCRETE, PLATFORM, ETC.) - COMPLETED PUNCH -UST B. ALL PERMITS ARE TO BE ON -SITE AT ALL TIMES, INCLUDING DURING AND AFTER CONSTRUCTION. � MAY 16 2011 TOWN OF VAIL at &t 12555 CINGULAR WAY ALPHARETTA. GEORGIA 30004 6300 SOUTH SYRACUSE WAY, SUITE 300 CENTENNIAL, CO 80111 PROJECT INFORMATION' sI*E w�n+E VAIL EAST COW COU6409 1 289 ELKHORN DR. VAIL, CO 81657 REV: DATE: DESCRIPTION: By A D911/11 CD RE VIEW TN PLANS PREPARED BY: CSAi CHARLES STEGK LV ARC HITEGT URE, Inc. ARCHITECTURE — PLANNING — DESIGN 5935 SOUTH ZANG STEET, SUITE 280 UTTLETON, COLORADO 80127 OFFICE: 303.932.9974 FAX: 303.932.6561 LICENSURE NO: DRAWN BY: CHK: APV: TN I I N CS CONSULTANT: SHFET TITLE: GENERAL NOTES SHEET NUMBER: GN-5 03 -19 -2012 Inspection Request Reporting (�� Page 5 4.14 nm Vail CO City Of Wont Requested Inspect Date: Tuesday, March 20, 2012 Site Address: 1289 ELKHORN DR VAIL PUBLIC WORKS FACILITY A /P /D Information Activity: B11 -0120 Type: COMBO Sub Type: OTHER Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: TOWN OF VAIL Contractor: FRONT RANGE WIRELESS Phone: 303 - 703 -4667 Description: TEMPORARY EQUIPMENT GENERATOR & MONOPOLE. TEMPORARY SERVICE POWER TO EQUIPMENT SHALL BE 126/240VAC, 200 AMP, SINGLE PHASE. Requested Inspection(s) Item: 90 BLDG -Final Requested Time: 04:00 PM Requestor. Phone: Comments: follow up Entered B JMONDRAGON K Assigned To: RAGON y- Action: Time Exp: �I(Z 6A Inspection History Item: 90 BLDG -Final Item: 539 PW -FINAL C/O REPT131 Run Id: 14256