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HomeMy WebLinkAboutDRB130116 PLANS APPROVED01! ' rowN of un Design Review Staff Approval By Joe Batcheller at 2:19 pm, May 24, 2013 �Va 19 1 - a. - Lr': a� y Rd. 3 P P� ,rho ry 1� 7 na. e,eamye: Yti Ii - v.a - , Bem�e, Oam Rp } req Rd - a�uEav VICINITY MAP I GR DO NOT SCALE DRAWINGS ATC OUTDOOR DAS VAIL RESORT HUB CO PROJECT SITE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. I GENERAL CONTRACTOR NOTES I 560 E LIONSHEAD CIRCLE VAIL, CO 81657 SITE ID: 347203 THIS PROJECT CONSISTS OF BUILDING AN OUTDOOR DAS ENCLOSURE TO HOUSE HEAD -END AND CARRIER EQUIPMENT THE SPACE IS NOT INTENDED TO OCCUPANCY ON A REGULAR BASIS. IT WILL BE OCCUPIED ON A TEMPORARY BASIS TO SERVICE AND INSTALL EQUIPMENT. I PROJECT DESCRIPTION I 60 Know what's below. Call before you dig. PERMITTING JURISDICTION: EAGLE COUNTY PRESENT OCCUPANCY TYPE: RECREATION /RESORT LATITUDE: 39° 38'40.59" N LONGITUDE: 106° 23'24.42" N PARCEL #: 2101 - 072 -20 -001 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION HANDICAPPED ACCESS NOT REQUIRED. I PROJECT SUMMARY ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 1. ANSI /EIA -222 -F LIFE SAFETY CODE NFPA -101 2. UNIFORM PLUMBING CODE 3. NATIONAL ELECTRICAL CODE 4. LOCAL BUILDING CODE 5. INTERNATIONAL BUILDING CODE 6. INTERNATIONAL MECHANICAL CODE 7. CITY /COUNTY /STATE ORDINANCES CODE COMPLIANCE DAS DEPLOYMENT MANAGER NAME: DALE ROSE ADDRESS: 400 REGENCY FOREST DRIVE CARY, NC 27518 PHONE: 919- 466 -5083 PROJECT MANAGER NAME: DON CLARK ADDRESS: 3 PILGRIM RD WINDHAM, NH 03087 PHONE: 603 - 818 -8229 DAS CONSTRUCTION MANAGER NAME: MIKE GROSSMAN ADDRESS: 8506 MONUMENT OAK FAIR OAKS, TX 78015 PHONE: 210- 416 -0798 DESIGN LEAD - AMERICAN TOWER NAME: JEFF STEWART ADDRESS: 1898 LELAND DRIVE SUITE A MARIETTA, GA 30067 PHONE: 678- 265 -6738 PROJECT TEAM VAILRESORTS" EXPERIENCE OFALIFETIME "' SHEET DESCRIPTION REV. T1 TITLE PAGE 0 T2 GENERAL NOTES, LEGENDS AND ABBREVIATIONS 0 Cl OVERALL SITE PLAN 0 C2 SITE PLAN 0 C3 EXTERIOR ELEVATION 0 C4 ELEVATIONS 0 C5 RACK AND MISC DETAILS 0 C6 MISC DETAILS 0 C7 PROPOSED CHAIN LINK FENCE DETAILS 0 C8 WALL AND DRAINAGE PLAN 0 C9 LANDSCAPE PLAN 0 EG 1 ELECTRICAL AND FIBER ROUTING 0 EG2 GROUNDING AND LIGHTING PLAN 0 EG3 H -FRAME LAYOUT 0 EG4 WIRING DIAGRAM 0 GENERAL DRAWING SUPPLEMENT S -1 GENERATOR SPECIFICATION S -2 GENERATOR SPECIFICATION S -3 GENERATOR SPECIFICATION S -4 GENERATOR SPECIFICATION S -110 WALL DETAILS (1) S -701 WALL DETAILS (2) SHEETINDEX ATC OUTDOOR DAS - PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 = CURRENT ISSUE DATE: 05/22/2013 - ISSUED FOR: REVISIONS =REV.: DATE: — ISSUED FOR: BY:— 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL - PLANS PREPARED BY American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. -DRAWN BY: CHK.: APV.: P. PALOMO WS SAE SHEET TITLE: TITLE PAGE SHEET NUMBER: REVISION:— T 1 0] A.B. ANCHOR BOLT 04/08/13 PRELIMINARY A.F.F. ABOVE FINISHED FLOOR DIAMETER GENERAL CONSTRUCTION NOTES: A.F.G. ABOVE FINISHED GRADE AD 1. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ANT. ALUMINUM ALUM. ANTENNA REVISIONS ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING APPRX. APPROXIMATE(LY) O SPRINKLER HEAD LOCATION MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL ARCH. ARCHITECT(URAL) INSTALLATIONS AS INDICATED ON THE DRAWINGS. ATC AMERICAN TOWERS ® GROUND ROD 2. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE BCW. BARE COPPER WIRE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND BLDG. BUILDING DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN CAB. CABINET Tr GROUND BUS BAR PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT COG. CEILING TO THE ATTENTION OF THE AMERICAN TOWER CORPORATION (ATC) SITE REPRESENTATIVE COL. COLUMN MECHANICAL PRIOR TO PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE CONC. CONCRETE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT CONN. CONNECTION(OR) ■ GRND. CONN. DOCUMENTS. CONST. CONSTRUCTION 4. CONTRACTOR SHALL CONTACT USA -ALERT BEFORE PROCEEDING WITH ANY EXCAVATION, CL CENTERLINE CADWELD ELECTRIC SITE WORK OR CONSTRUCTION. DIA DIAMETER PANEL SPOT 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE DIM DIMENSION WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED DWG DRAWING(S) ELEVATION OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. E EXISTING 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE EA. EACH REVISION WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND EL. ELEVATION LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE ELEC. ELECTRICAL WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE ELEV. ELEVATOR O GRID REFERENCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND E.M.T. ELECTRICAL METALLIC TUBING STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. ENG. ENGINEER 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST EQ. EQUAL SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXP. EXPANSION x DETAIL REFERENCE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND EXT. EXTERIOR FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING F.F. FINISH FLOOR CONTACT AND COORDINATION WITH THE ATC SITE REPRESENTATIVE AND WITH THE FIN. FINISH(ED) CONCRETE LANDLORD'S AUTHORIZED REPRESENTATIVE. 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE FLR. FLOOR APPROVED MATERIALS, PER PROPERTY OWNER APPROVAL. FT(') FOOT(FEET) 9. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC GA GAUGE CONCRETE BLOCK REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS GI GALVANIZE(D) AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE WITH LOCAL GPS GLOBAL POSITIONING SYSTEM SHEETROCK EARTHQUAKE CODES AND REGULATIONS. GRIND. GROUND 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY HT. HEIGHT STEEL BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS IN( ") INCH(ES) SHALL BE INCLUDED AS PART OF THE WORK. LB.( #) POUND(S) _ =_ �_ _ =_- EARTH 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBING, VEGETATION, GALVANIZED SURFACES, EXTERIOR L.F. LINEAR FEET (FOOT) BUILDING WALL SURFACES, EXISTING ROOF TOP SURFACE /S, ETC. AND UPON COMPLETION MGB. MASTER GROUND BAR /BUS OF WORK REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE MAX. MAXIMUM — T T TELCO CONDUIT SATISFACTION OF THE PROPERTY OWNER. MECH. MECHANICAL 12. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, MFR. MANUFACTURER — P P POWER CONDUIT RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. MHUB MAIN HUB LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR MIN. MINIMUM — x —x —x— CHAIN LINK FENCE SMUDGES OF ANY NATURE. MISC. MISCELLANEOUS 13. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED /FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS NO. (#) NUMBER ( ) GAS GAS GAS LINE AND DETAILS. CONTRACTOR SHALL USE APPROVED PROPERTY OWNER ROOFING N.T.S. NOT TO SCALE CONTRACTOR. O.C. ON CENTER LEASE AREA 14. USE ONLY RJ -45 SHIELDED CONNECTORS. CATS TO BE TERMINATED AND TESTED TO OMNI OMNIDIRECTIONAL ANTENNA TIA/EIA 568 -A STANDARDS P PROPOSED PLY. PLYWOOD STANDARD CIVIL NOTES: P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE PWR. POWER (CABINET) STATEMENT OF WORK (SOW). QTY. QUANTITY 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM RAD.(R) RADIUS THE SITE AND DISPOSED OF LEGALLY. RAU REMOTE ACCESS UNIT 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED REF. REFERENCE FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE REQ'D. REQUIRED ATC SITE REPRESENTATIVE. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR RGS. RIGID GALVANIZED STEEL WHEN EXCAVATING OR CORE DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL SCH. SCHEDULE PROVIDE SAFETY TRAINING FOR THE WORKING CREW. SHT. SHEET 4. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH SPEC. SPECIFICATION(S) INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, SQ. SQUARE PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE S.S. STAINLESS STEEL EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ATC SITE REPRESENTATIVE. STD. STANDARD STL. STEEL STANDARD STRUCTURAL STEEL NOTES: STRUC. STRUCTURAL 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A36 TEMP. TEMPORARY UNLESS NOTED OTHERWISE. TYP. TYPICAL U.G. UNDER GROUND STANDARD CARRIER NOTES: U.L. UNDERWRITERS LABORATORY V.I.F. VERIFY IN FIELD 1. CARRIER WILL FOLLOW THE PROCEDURE OUTLINED IN THE ATC BASE TRANSCEIVER STATION W/ WITH ROOM AND RULES DOCUMENT. THE ATC BTS ROOM AND RULES DOCUMENT PROVIDES FOR W.P. WEATHERPROOF ALL CARRIERS THE AMERICAN TOWER IN- BUILDING ROOM SPECIFICATIONS AND CARRIER WT. WEIGHT INSTALLATION PROCEDURES. 2. CARRIER WILL COMPLETE THE AMERICAN TOWER BUILDING DIVISION CARRIER APPLICATION PRIOR TO ANY IMPLEMENTATION IN THE ATC BTS ROOM. 1 ABBREVIATIONS 2 LEGEND 3 GENERAL NOTES • ATC OAT ®OOSi ®AS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 52177OK2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS _REV.: = DATE: ISSUED FOR: BY:_ 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL :PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:- APV.:- P.PALOMO WS I SAE TITLE: GENERAL NOTES, LEGEND AND ABBREVIATIONS :SHEET NUMBER: ======= REVISION:= T2 0 ] NOTE: LIONSHEAD VAIL SQUARE ...................... ...........................:... HUB LOCATION a BASIN GONDOLA- ' BASEMENT FLOOR US ip Me J e 1 OVERALL SITE PLAN INTERSTATE 70 ,--- NOTE: VAIL VILLAGE R Ono A F—!1 ._ LEGEND BOUNDARY TOPOLOGY — x— x —x —x— CHAIN LINK FENCE LIFTS VEGITATION BUILDINGS MOUNTAIN ROADS TRAILS :AM 10 te •09 . . a 1 1 I 1 --------- BLUE SKY BASIN 3840' 0 SCALE 1" = 3840' -0" (11 X 17) 1" = 1920' -0" (24 X 36) 3840' 1 • ATC OUTDOOR DAB PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS RF \ /.— nATF— ICCIIFn Fr1R RV' 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL ,EPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. :DRAWN BY: CHK.:- APV.:- P. PALOMO WS I SAE = LICENSURE: SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: REVISION: Cl 0 LEGEND INGRESS /EGRESS ROUTE (OPTION 2): PRELIMINARY ACCESS TO LEASE AREA THROUGH (E) 'F x x x x CHAIN LINK FENCE OPEN FLOOR OF THE GONDOLA LIFT STAIR \ STATION. FINAL AUTHORIZED ACCESS LEASE AREA ROUTES TO BE CLEARLY DEFINED IN INGRESS /EGRESS ROUTE (OPTION 1): LEASE AGREEMENT. EXISTING STEPS - - -- ACCESS TO LEASE AREA THROUGH - -- GROUNDING HALO EXISTING TUNNEL. FINAL AUTHORIZED TOWN O VAIL - - - - - TOP OF BANK WALL LEASE AGREEMENT. ACCESS ROUTES TO BE CLEARLY (P) CEDAR (N) EXTERIOR WALL /FENCE DEFINED IN LEASE AGREEMENT DOORS 18' GONDOLA -0" GATE a e CONCRETE FLOOR O OEXISTING O GONDOLA LOADING FLOOR STEPS CATCH NET ACCESS (P) ATC HEAD -END (RELOCATED) , CABLE TRAY TUNNEL \ EQUIPMENT RACKS ELECTRICALAND (P) PLATFORM W/ GENERATOR ADJUSTABLE LUNAR /' LEGS (SEE SHEET C -6) (E) LIFT NOTES: ' (P) ATC ❑ MAINTENANCE 1. CHAIN LINK GATE TO BE SECURED WITH HEAVY GAUGE CHAIN LEASE LINK PADLOCK. \ AREA (108 SQ. ❑ 12'- " FT,) (P) WALL MOUNTED TELCO /FIBER 2. MASTER GROUND BAR TO BE MOUNTED TO CABLE LADDER (E) ELECTRICAL BACKBOARD AND AS REQUIRED. PANEL 6'_0" EXPOSED GATE ,, POWER PANEL,- - 3. 24" CABLE LADDER/TRAY OUTDOOR RATED TO BE ( ) STRPTDURE f INSTALLED. E XFRSWITCH () 22.0\ _t 4. CONTRACTOR TO PROVIDE ALL NECESSARY CONDUITS TO INCLUDE TELCO, FIBER AND ELECTRICAL. JUNCTION BOXES USED AS REQUIRED BY NEC. 5. CONTRACTOR TO PROVIDE H -FRAME FOR GENERATOR AND ELECTRICAL EQUIPMENT. 6. FINAL TELCO FIBER CABLE ROUTING TO BE APPROVED BY VAIL AND ATC. 7. ALL ATC (NON - PLENUM RATED) TELCO /DAS CABLING TO BE IN ARMOR FLEX OR IN CONDUIT AS REQUIRED. 8. CONTRACTOR TO ROUTE PROPOSED CABLE TRAY AROUND EXISTING INFRASTRUCTURE IN GONDOLA BASEMENT. OVERALL AREA 1 I SITE PLAN e ti l (E) GENERATOR (E)EXHAUST LOUVER GONDOLA LOADING FLOOR (2ND FLOOR) 29' -0" 15' -0" (E) TELCO PEDESTAL (P) ENTRY /EXIT PORT (P) CHAIN LINK SWING GATE (P) CABLE TRAY (ABOVE) GONDOLA TERMINAL BASEMENT —SEE NOTE #8 (E) NATURAL GAS SHUT -OFF VALUE \I/ GATE ACCESS ❑ (P) LEASE AREA ❑❑ I Ll 932.5 SF E (P) 8' CHAIN LINK FENCE (E) CONCRETE FLOOR ty. 19,4„ (E) 2' X 2' CONCRETE FOUNDATION (E) CATCH NET _ TOP OF BANK 6-0" Design Review Staff Approval By Joe Batcheller at 2:26 pm, May 24, 2013 (E) TELEPHONE ROOM ii INGRESS /EGRESS ROUTE (OPTION 2): PRELIMINARY ACCESS TO LEASE AREA THROUGH (E) 'F SPIRAL STAIRCASE FROM FIRST OPEN FLOOR OF THE GONDOLA LIFT STAIR \ STATION. FINAL AUTHORIZED ACCESS \\ ROUTES TO BE CLEARLY DEFINED IN it LEASE AGREEMENT. ii (E) FREIGHT PRELIMINARY ii ELEVATOR INGRESS /EGRESS ROUTE ii (E) FOUNDATION (OPTION 3): ACCESS TO ii GONDOLA CABLE LEASE AREA FROM it 10' 0 EXISTING STEPS - - -- BETWEEN LIFT SYSTEMS. - -- FINAL AUTHORIZED ACCESS ROUTES TO BE (E) EXTERIOR CLEARLY DEFINED IN WALL LEASE AGREEMENT. (E) 6' STEEL 6' -6„ (P) CEDAR FRENCH FENCE DOORS 18' SWING O -0" GATE O OEXISTING O STEPS (E) HVAC UNIT - (RELOCATED) , (P) H -FRAME FOR ELECTRICALAND (P) PLATFORM W/ GENERATOR ADJUSTABLE LUNAR /' LEGS (SEE SHEET C -6) EQUIPMENT , 15' -10" (P) GENERATOR / (E) STEEL (P) HUB AREA WITH I -BEAM PILLAR /' DECORATIVE WALL (SEE SUPPLEMENT SHEETS) 38' -0" — PRELIMINARY _ 0 CONCRETE REVISIONS (E) FOUNDATION (E) GORE CREEK GONDOLA CABLE CDL 10' 0 SCALE 1 " =10' -0 "(11X17) 1" = 5' -0" (24 X 36) 10' • ATC OAT ®OOSi ®AS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS RF \ /.— nATF —IRRI IFn Fr1R RV' 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL =PLANS P'REP'ARED BY: :NOTICE: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. :DRAWN BY: CHK.:- APV.:- P. PALOMO WS I SAE SHEET TITLE: SITE PLAN :SHEET NUMBER: REVISION:_ C 2 0] SCALE 1" = 14' -0" (11 X 17) 1" = 7' -0" (24 X 36) 1 I EAGLE BASIN GONDOLA ELEVATION (WEST) METAL ROOF STANDING SEAM OL TOP OF ROOF Er LEV. 151' -0' ,d, ROOF BREAK EY LEV. 105'-0' BOTTOM OF ROOF EY LEV 138' -6 "" — — GONDOLA CABLE TERMINAL _ _ ELEV. LEV. 124' -0' GONDOL_A FLOOR Er LEV. 122' -6" Tj 20'- OP OF 0 WALL ELEV. 1120' -0" COTE PAD CONCRETE EY LEV 112-0- — — B EARIN_G SOIL Y ELEV. 105' -0" 2 I EAGLE BASIN GONDOLA ELEVATION (EAST) NOTE: PROPOSED HUB LOCATION W/ 8' DECORATIVE WALL (SEE SUPPLEMENT SHEETS) NOTE: EXISTING EAGLE BASIN BASE GONDOLA LIFT STATION GRADE BREAK \__ PROPOSED CEDAR FENCE SWING GATE HVAC Design Review RELOCATED (P) SHRUBS Staff Approval By Joe BatcheUer at 2:31 pm, May 24, 2013 TOWN Of VAIL — — TOP ELEV. R000 F ELEV. 151' --0" — — ROOF BREAK ELEV. 105 -0" — — BOTTOM OF ROOF ELEV. 138 -6" GONDOLA CABLE STOREFRONT DOOR _TERMINAL ELEV.12 GONDOLA FLOOR ELEV.. 122'-6" TOP _OF P( ) ELEV. 120' -0" CONCRETE PAD ELEV. 112 -0" BEARING SOIL ELEV. 1060" 14' 0 14' SCALE 1 " =14' -0 "(11X17) 1" = 7' -0" (24 X 36) ATC OAT ®OOSi ®AS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS RF \ /.— nATF —IRRI IFn Fr1R RV' 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:— APV.:— P.PALOMO WS I SAE -LICENSURE: :SHEET TITLE: EXTERIOR ELEVATION :SHEET NUMBER: REVISION:_ C3 01 ATC OUTDOOR DAS - PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 = CURRENT ISSUE DATE: 05/22/2013 - ISSUED FOR REVISIONS =REV.­DATE:== ISSUED FOR: BY:� 0 04/08/13 V -0" SEPARATION FROM WALL (CAP) TO BOTTOM OF I -BEAM PT = Design Review Staff Approval OWN OF "VAIL By Joe Batcheller at 2:32 pm, May (E) STRUCTURAL VERTICAL BEAM F 24, 2013 REVISIONS AD 0 (E) STRUCTURAL VERTICAL BEAM (E) RAIL AND GONDOLA DECK REVISIONS V -0" SEPARATION FROM WALL (CAP) TO BOTTOM OF I -BEAM Li ' 8' -0" 8' -0" Ll T II NOTE: EXISTING TOPOGRAPHY AROUND SITE NOT SHOWN FOR (P) CONCRETE /STONE WALL W/ CAP CLARITY. (SEE SUPPLEMENT SHEETS) NOTE: EXTERIOR WALL NOT NOTE: EXISTING TOPOGRAPHY SHOWN TO DEPICT CHAIN (P) 4' GATE AROUND SITE NOT SHOWN FOR LINK FENCE (INTERIOR) (E) GAS CLARITY. SHUT OFF VALVE 1 WEST ELEVATION 2 EAST ELEVATION (INT) O 0 (E) GONDOLA DECK Lj (E) CATCH NET SEPARATION FROM WALL (CAP) TO BOTTOM OF I -BEAM 1' -0" SEPARATION FROM WALL (CAP) TO BOTTOM OF I -BEAM 8,_0" (E)STRUCTURAL VERTICAL BEAM (E) RAIL AND GONDOLA DECK Ll El NOTE: EXISTING TOPOGRAPHY AROUND SITE NOT SHOWN FOR (P) CONCRETE /STONE WALL W/ CAP CLARITY. (SEE SUPPLEMENT SHEETS) NOTE: EXISTING TOPOGRAPHY E HVAC AROUND SITE NOT SHOWN FOR ( ) CLARITY. (RELOCATED) PROPOSED CEDAR FENCE SWING GATE (SEE SUPPLEMENTAL SHEETS) 3 SOUTH ELEVATION 4 EAST ELEVATION (EXT) ATC OUTDOOR DAS - PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 = CURRENT ISSUE DATE: 05/22/2013 - ISSUED FOR REVISIONS =REV.­DATE:== ISSUED FOR: BY:� 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL - PLANS PREPARED BY American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. -DRAWN BY: CHK.: APV.: P. PALOMO WS I SAE SHEET TITLE: ELEVATIONS SHEET NUMBER: REVISION:- C'** 4 0] METAL PIPE /CONDUIT THROUGH CONCRETE 04/08/13 PRELIMINARY PT 0 04/22/13 CONC OR CMU WALL AD 0 05/22/13 REVISIONS CDL FLOOR OR WALL ASSEMBLY EQUIPMENT REQUIRED AS PART OF SITE MIN. 5' THICKNESS LIGHTWEIGHT OR PREPARATION 4" DIA. (OR SMALLER NORMAL WEIGHT CONCRETE OR I STEEL PIPE SCHEDULE U.L. CLASSIFIED CONCRETE 40 OR HEAVIER), EMT BLOCKS. MAX DIA. OF OPENING IS 8" OR STEEL CONDUIT, RIGIDLY SUPPORTED A ON EACH SIDE OF WALL SEAL TIGHT C I CONNECTOR ASSEMBLY — — — — — 2" LIQUID TIGHT CONDUIT FLEXIBLE L A MIN. 1/2" DEPTH HILTI FS 601 SEALANT SEALING RING MIN. 2 -3/4" THICKNESS SEAL(RING 2" HUB /COUPLING MINERAL WOOL BATT (PART OF CABINET) INSULATION (MIN. 4 PFC DENSITY) SECTION A -A TOP VIEW 1 CONC /CMU PENETRATION DETAIL (AS REQUIRED) 2 UTILITY CONDUIT ATTACHMENT (AS REQUIRED) EQUIPMENT EQUIPMENT RACK RACK PROPOSED RACK ATTACHED TO FLOOR: SEE CONCRETE ANCHOR DETAIL e e • 15" 121/2" ISOLATED GROUNDING BAR (DC SHIELDED ISOLATED GROUNDING CABLES ONLY) BAR (DC SHIELDED •• CABLES ONLY) O 20" RADIO RADIO •m 24 5/16" 0 3 EQUIPMENT RACK DETAIL FIBER FIBER CABLE CABLE TRAY TRAY PROPOSED EQUIPMENT BASE FRAME O • • NOTE: DETAIL IS JUST FOR PROPOSED 1/2" STAINLESS STEEL ISO 898 -1 REPRESENTATIONAL CLASS 5.8 CONCRETE ANCHOR PURPOSES ONLY. W /HIT- RE -500SD EPDXY. 2 13/16" EMBED IN FINAL DESIGN COULD 1/2 "OX3 1/2" DEEP HOLE. ICC ESR -1990. INCLUDED A LOCKED 4' -6 114" RACK ENCLOSURE. •• • ..•: i• i •i i :.• s.: •' 1 3 1/2" 2 13/16" ! �' •' •• • • ' ,; .: r �' • .4: PROPOSED 2" SQUARE GALVANIZED STEEL EMBEDMEN : • •. • !. SHIM PLATE WHERE REQUIRED TO LEVEL HOLE DEPTH e • • EQUIPMENT VARIES 4.' : • . . . RADIO CONCRETE SLAB 1 : A • ', 4 y RADIO • . • •..4 •' • • MOUNTING a : .• '•, r 18" PLATE h � • 5 5 • O' e •' ° EXISTING FLOOR e • 4 RACK DETAIL 5 CONCRETE ANCHOR DETAIL ATC 01JTDOOR DAS - PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 = CURRENT ISSUE DATE: 05/22/2013 = ISSUED FOR: REVISIONS =REV.: DATE == ISSUED FOR: BY:� 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL - PLANS PREPARED BY American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. -DRAWN BY: CHK.: APV.: P. PALOMO WS I SAE SHEET TITLE: RACK AND MISC. DETAILS SHEET NUMBER: REVISION:- C%5 01 TO STRUCTURAL STEEL CABLE TRAY MATERIAL LIST ITEM NO. DESCRIPTION 1 24" CABLE LADDER (B -Line #24 A 12 -24 -144) 2 UNISTRUT 3 LOCK WASHER 4 %" THREADED ROD 5 LOCK NUT 6 HANGER BRACKET 7 8 -10" #6AWG WIRE, GREEN NOTES: 0 1❑ GROUND SYSTEM SHALL MEET 5 OHMS OR LESS WHEN MEASURED. 2 PROVIDE MASTER GROUND BAR. SEE MGB NOTES ON SHEET EG -2. F3 CONDUIT TO BE INSTALLED BY EQUIPMENT ROOM CONTRACTOR. SIZE OF FINAL HVAC UNIT APPROXIMATED. CONTRACTOR TO SIZE PLATFORM AS REQUIRED. HVAC T -0" (CONDENSING UNIT) APPROX. 36" X 36" 1/2" GALVANIZED BOLTS AND HARDWARE FOR HVAC UNIT ANCHORAGE TO PLATFORM - (2 REQUIRED PER OPPOSITE SIDE) ADJUSTABLE LEGS FOR SLOPED APPLICATIONS 1 1.1 CABLE LADDER - DETAIL i 1 2.1 HVAC PLATFORM I CONCRETE FLOOR OR ROOF SLAB 1l,, �� �'•j' � � .. ". _ •';p� .•: STRUCTURAL STEEL BACK TO BACK ANGLE IRON W/ OR OPEN WEB STEEL SPACE BLOCKS 2 FT. ON CENTER NUT AND JOISTS (TYP.) (SEE NOTE 2) WASHER C -CLAMP W/ LOCKING NUT CHAIN - TWO (2) (SEE NOTE 5) ATTACHMENTS PER FIXTURE (ALT. THREAD RODS HANGER ROD (TYP.) SIDE BEAM CLAMP TACK WELD IN (SEE NOTE 1) (SEE NOTE 5) PLACE BOTH SIDES MC CABLE — (NOT TO EXCEED 6-0 ") DOUBLE SIDED FLUORESCENT BEAM CLAMP FIXTURE NOTES: 1. REFER TO PIPE HANGER DETAIL FOR HANGER ROD SIZE. FOR CEILING SUSPENDED EQUIPMENT PROVIDE MIN. 3/8" DIA. HANGER ROD (REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS). 2. FOR PIPES UNDER 2" USE A SINGLE 1- 1/2 "X1 -1/2 "X1/4" ANGLE IRON WITH C- CLAMP. FOR PIPE 2 -1/2" AND LARGER USE 3 "X3 "X1/4" ANGLE IRON BACK TO BACK AS SHOWN. 3. REFER TO "TYPICAL METHOD OF SECURING HANGER RODS TO CONCRETE DECK DETAIL" FOR ATTACHING HANGER RODS TO CONCRETE DECK. 4. REPAIR OF FIREPROOFING IN ORDER TO FACILITATE THE INSTALLATION OF HANGER RODS IN EXISTING CONSTRUCTION SHALL BE BY THE G.C. 5. USE OF C- CLAMPS AND SIDE BEAM CLAMPS IS LIMITED TO PIPING 2 -1/2" AND UNDER. NOTE: ALL WIRING ABOVE CEILING SHALL BE IN CONDUIT. MC CABLE MAY BE USED FOR LIGHTING WHIPS NOT TO EXCEED 6-0" AND FOR WIRING IN METAL PARTITIONS CEILING OR I -BEAM 1/4" THREADED ROD 8' ON CENTER (MAX) CONCRETE INSERT OR HANG BY METHOD IN DETAIL 3 13.1 HANGER ROD DETAIL 1 4.1 LIGHT FIXTURE DETAIL I • ATC OAT ®OOSi ®AS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS ,= REV.: = DATE: ISSUED FOR: BY:� 0 04/08/13 6" PT 0 HVAC (CONDENSING UNIT) APPROX. 36" X 36" REVISIONS T -0" 4' -( 05/22/13 REVISIONS CDL 6" 6" T -0" 6" 4' -0" 1 1.1 CABLE LADDER - DETAIL i 1 2.1 HVAC PLATFORM I CONCRETE FLOOR OR ROOF SLAB 1l,, �� �'•j' � � .. ". _ •';p� .•: STRUCTURAL STEEL BACK TO BACK ANGLE IRON W/ OR OPEN WEB STEEL SPACE BLOCKS 2 FT. ON CENTER NUT AND JOISTS (TYP.) (SEE NOTE 2) WASHER C -CLAMP W/ LOCKING NUT CHAIN - TWO (2) (SEE NOTE 5) ATTACHMENTS PER FIXTURE (ALT. THREAD RODS HANGER ROD (TYP.) SIDE BEAM CLAMP TACK WELD IN (SEE NOTE 1) (SEE NOTE 5) PLACE BOTH SIDES MC CABLE — (NOT TO EXCEED 6-0 ") DOUBLE SIDED FLUORESCENT BEAM CLAMP FIXTURE NOTES: 1. REFER TO PIPE HANGER DETAIL FOR HANGER ROD SIZE. FOR CEILING SUSPENDED EQUIPMENT PROVIDE MIN. 3/8" DIA. HANGER ROD (REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS). 2. FOR PIPES UNDER 2" USE A SINGLE 1- 1/2 "X1 -1/2 "X1/4" ANGLE IRON WITH C- CLAMP. FOR PIPE 2 -1/2" AND LARGER USE 3 "X3 "X1/4" ANGLE IRON BACK TO BACK AS SHOWN. 3. REFER TO "TYPICAL METHOD OF SECURING HANGER RODS TO CONCRETE DECK DETAIL" FOR ATTACHING HANGER RODS TO CONCRETE DECK. 4. REPAIR OF FIREPROOFING IN ORDER TO FACILITATE THE INSTALLATION OF HANGER RODS IN EXISTING CONSTRUCTION SHALL BE BY THE G.C. 5. USE OF C- CLAMPS AND SIDE BEAM CLAMPS IS LIMITED TO PIPING 2 -1/2" AND UNDER. NOTE: ALL WIRING ABOVE CEILING SHALL BE IN CONDUIT. MC CABLE MAY BE USED FOR LIGHTING WHIPS NOT TO EXCEED 6-0" AND FOR WIRING IN METAL PARTITIONS CEILING OR I -BEAM 1/4" THREADED ROD 8' ON CENTER (MAX) CONCRETE INSERT OR HANG BY METHOD IN DETAIL 3 13.1 HANGER ROD DETAIL 1 4.1 LIGHT FIXTURE DETAIL I • ATC OAT ®OOSi ®AS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS ,= REV.: = DATE: ISSUED FOR: BY:� 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL :PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:- APV.:- P.PALOMO WS SAE =SHEET TITLE: MISC DETAILS =SHEET NUMBER: REVISION:_ C 6 0] A. ATC OUTDOOR DAB PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS — REV.: = DATE: ISSUED FOR: BY:_ 0 04/08/13 PRELIMINARY 4, -0" OL TOP OF FENCE 04/22/13 REVISIONS AD ELEV = 8' 05/22/13 STANDARD CHAIN LINK FENCE CDL (2) 3/8"0 MB W/ — 1, WASHERS 1, (4) 1/2" X 3 3/4" HILTI OL FINISHED GRADE EXPANSION ANCHORS ° v u, •.' v. FENCE MOUNTING ° . .' v.� °CONCRETE EXIST. CONCRETE PLATE RE: 4/C2 EXST. ° r EXIST. GRADE (4) 112" X 3 3/4 HILTI e EXPANSION ANCHORS . FINISHED GRADE IrTI - - -I III= -III III = III -11 =III= II II 1= I I -11 II -1I (E) CONCRETE NOTE: LOCATE TENDONS WHERE PRE STRESSED CONCRETE PLANKS — II III =11I III -III III' III =III III "III - III =1' I I -I III -III III Ii II III II =11I II1=1 II I1=1 I ; 1T� III I III =111 (E) GRADE ARE PRESENT PRIOR TO DRILLING FOR SLEEVE ANCHOR. Ia:T�' =III ,III -1 WELDED FLANGES ARE ACCEPTABLE ALTERNATIVE TO BOLT - THROUGH TYPE. 1 CONC /CMU PENETRATION DETAIL (TYP.) 2 FLOOR MOUNTING FENCE PLATE (TYP) 3 SWING GATE DETAIL 02830 FENCE SPECIFICATIONS: F. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, PART 1 GENERAL OR EQUAL. 1.1 WORK INCLUDED: REFER TO THE SITE PLANS FOR SIZE AND G. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANTS METAL LOCATION OF FENCE AND GATES TO BE INSTALLED. MODEL 2083, OR EQUAL. H. LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR ALL 1.2 RELATED WORK GATES. I. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE A. COORDINATE FENCE GROUNDING WITH ELECTRICAL GATE LEAF IN THE OPEN POSITION. SUBCONTRACTOR. J. DOUBLE GATES SHALL HAVE A FULL HEIGHT PLUNGER BAR B. REFER TO DRAWINGS FOR SPECIFICATION OF CONCRETE. WITH DOME CAP. 6' (TYP) OR AS FIELD REQUIRED K. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE 1.3 QUALITY ASSURANCE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. A. ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS L. PLACE A SIX INCH BY 1/2 INCH DIAMETER EYE -BOLT TO HOLD KENTROX 6" X 10 BOX 48" X 46" X 10" SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL. TENSION WIRE AT LINE POSTS. MULTI NT WEIGHT OF ZINC COATING ON THE FABRIC SHALL NOT BE LESS M. STRETCHER BARS SHALL BE 3/16 INCH BY 3/4 INCH OR TELCO CABINET THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. HAVE EQUIVALENT CROSS SECTIONAL AREA. POSTS SHALL BE HOT - DIPPED IN GRADE E ZINC, 1.8 OUNCES N. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8" TRUSS PER SQUARE FOOT. ROD WITH TURNBUCKLES. 3" SCH. 40 GALV. 1, 0„ O. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A DOME CAP. ATS PIPE (TYPICAL) 1.4 SEQUENCING P. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE 2" GALV. UNISTRUT 2 0 CLIPS, BAND CLIPS AND TENSION BAND CLIPS. (TYPICAL) + 3.0 A. INSTALL FENCE ON EXISTING CONCRETE SLAB, REFER TO S. ALL CAPS SHALL BE CAST STEEL. 600A 120/208V 3PH 4'_0" DRAWINGS. DISTRIBUTION PANEL PART 2 PRODUCTS PART 3 INSTALLATION NEMA 3R ENCLOSURE (8x8 JUNCTION BOX). 2.1 FENCE MATERIAL 3.1 REFER DRAWINGS FOR INSTALLATION DETAILS. (2) 1/2" CONDUIT FROM A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER 3.2 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE 600A PANEL TO STEEL MATERIALS SHALL BE HOT - DIPPED GALVANIZED. MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH GENERATOR B. FABRIC SHALL BE EIGHT FOOT HIGH (VERIFY WITH PROJECT ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING MANAGER) TWO -INCH CHAIN LINK MESH OF NO. 9 (0.148 ") WIRE. PROCESS. (E) CONCRETE FLOOR THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP AND BOTTOM EDGES. FABRIC SHALL CONFORM TO THE -_ 4 I1 -1 11I 11=111=311=111 -- -I -I I -I -I I III -III -I I-I -I I I11 SPECIFICATIONS OF ASTM A -392 CLASS 1. C. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE -I -I -I 1 I -I I -I 11 =1 I= III =III -III- AND SHALL BE TYPE 1 ASTM A -128 AND OF THE FOLLOWING =I 1 In -I I ICI I II I IT FENCE POST MOUNTING PLATE RE: 4/C2 DIAMETER (OD PER FENCE INDUSTRY STANDARD). II CONDUIT ROUTING (4) 1/2" X 3 3/4" HILTI EXPANSION ANCHORS LINE 1 -7/8 INCHES MAY BE OVERHEAD CORNER 3 INCHES (FINAL CONFIGURATION GATE 3 INCHES FOR GC TO DETERMINE.) D. ALL TOP AND BRACE RAILS SHALL BE 1 1/4" DIAMETER SCHEDULE- 40 MECHANICAL SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS. E. GATE FRAMES SHALL HAVE A FULL - HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. 4 H -FRAME DETAIL 5 NOTES A. ATC OUTDOOR DAB PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS — REV.: = DATE: ISSUED FOR: BY:_ 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL :PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:— APV.:— P.PALOMO WS I SAE TITLE: PROPOSED CHAIN LINK FENCE DETAILS :SHEET NUMBER: REVISION:= C%7 01 GONDOLA LOADING FLOOR (2ND FLOOR) LEGEND o 00 --- -A - - -- (P) CHAIN LINK (E) EXTERIOR SWING GATE 6,_0„ WALL 4,_0„ 6, 6„ _ O GATE (E) 6' STEEL (P) CEDAR = 'x —x —x FRENCH FENCE O Design Review DOORS SWING 18'-0" GATE Staff Approval O F By Joe Batcheller t 2:32 p May 24, 2013 O O EXISTING Ell ❑❑ ❑ STEPS 29' -0" zo'- (P) 8' CHAIN LINK FENCE / (P) 4„ 15' -0" -.i> •;;;' • ' (E) CONCRETE FRENCH FLOOR I DRAIN 1 1 DRAINAGE PLAN NOTE: PLEASE REFERENCE THE STRUCTURAL IA/Al I nRnwwnc IN THE SUPPL SEPARAI 8' -0" — (P) 4„ FRENCH DRAI> - 38'_0" — "i - -- (E)3'X3' CONCRETE (E) GORE CREEK FOUNDATION TOP OF BANK GONDOLA CABLE 1' -0" SEPARATION 8' -0" PAD E) 8,. WEL 5" TED 1 --k 3„ UNDER THE PIPE (P) HUB AREA WITH DECORATIVE WALL (SEE SUPPLEMENT SHEETS) 1 I� I� I— 1 1 r � � EXISTING I BEAM (SUPPORTING EXISTING GONDOLA DECK) PROPOSED CAP REAL STONE VENEER SET IN A MORTAR BED TO MATCH EXISTING BRIDGE (SEE SUPPLEMENTAL SHEETS) EXISTING PAD (AT GRADE) 18" FLASHING 5" OF GRAVEL 4" PERFORATED PIPE 3" OF GRAVEL UNDER THE PIPE SCALE 1" = 10' -0" (11 X 17) 1" = 5' -0" (24 X 36) I;y;Z40Lfl.1ll 1:7Y0to] NOTES: 1. PROPOSED CONCRETE WALL WITH STONE PANEL FINISH TO MATCH EXISTING FOUNDATIONS IN AREA (PHOTO SHOWN ABOVE). 2. ALL FINISHING MATERIALS TO BE APPROVED LOCAL CODE OFFICIALS AND VAIL RESORTS. 3. 4" FRENCH DRAIN TO BE INSTALLED AROUND PROXIMITY OF EXISTING PAD. FINAL DRAIN TERMINATION POINT TO BE CONFIRMED WITH LOCAL CODE OFFICIALS DUE TO "TOP OF BANK" AREA. 4. PLEASE REFERENCE THE STRUCTURAL WALL DRAWINGS IN THE SUPPLEMENTAL SHEETS. 12 1 WALL & DRAIN DETAIL 1 13 1 WALL & DRAIN DETAIL 2 I ATC OAT ®OOSi ®AS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS ,_REV.: = DATE: ISSUED FOR: BY:� 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL :PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:- APV.:- P.PALOMO WS SAE =SHEET TITLE: WALL AND DRAINAGE PLAN =SHEET NUMBER: REVISION:_ C 8 0] 1. FURNISH, INSTALL, AND MAINTAIN LANDSCAPE WORK AS 7. THE STAND OF VEGETATIVE COVER RESULTING FROM SHOWN ON THESE CONTRACT DRAWINGS OR AS IDENTIFIED 0 SEEDING SHALL NOT BE CONSIDERED SATISFACTORY UNTIL HEREIN. AD ACCEPTED BY THE ENGINEER. IF AREAS ARE DETERMINED 05/22/13 REVISIONS TO BE UNACCEPTABLE, THE MULCH WILL BE REMOVED AND A. TREES, SHRUBS, AND GROUND COVER. ALL AREAS SHALL BE RESEEDED, REFERTILIZED AND RE B. LAWNS. MULCHED PER RECOMMENDED APPLICATION PROCEDURES C. TOPSOIL AND SOIL AMENDMENTS. AT THE CONTRACTORS EXPENSE. D. INITIAL MAINTENANCE OF INSTALLED LANDSCAPE MATERIALS. 8. THE CONTRACTOR SHALL MAINTENANCE PERIOD E. PRUNING AND RELOCATION OF EXISTING PLANT IMMEDIATELY AFTER PLANTING OF VEGETATIVE COVER. MATERIALS. F. RECONDITIONING EXISTING LAWNS AFFECTED BY 9. THE CONTRACTOR SHALL MAINTAIN THE VEGETATIVE CONSTRUCTION ACTIVITIES. COVER AREA, FOR THE PERIODS REQUIRED TO ESTABLISH AN ACCEPTABLE GROWTH, BUT NOT LESS THAN 1 YEARS OF 2. PLANTS AND TREES: BALLED AND BURLAPED PLANTS AND MAINTENANCE, TREES SHALL BE GRADED TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.A. 10. PLANT MATERIALS SHALL BE AS SHOWN ON THESE CONTRACT DRAWINGS AND MAY BE AS FOLLOWS: 3. CONTRACTOR SHALL PREPARE THE SURFACE OS DISTURBED AREAS PRIOR TO SEEDING. 5. FERTILIZER AND SEED SHALL BE APPLIED AT UNIFORM RATES AS DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 6. CONTRACTOR SHALL WATER NEW PLANTINGS AS OFTEN AS REQUIRED TO OBTAIN AND MAINTAIN SATISFACTORY GROWTH. PROPOSED (3) POTENTILLA WILL BE PLANTED AROUND THE PROPOSED HVAC PLATFORM 11. SHRUBS WILL BE PRUNED AND MAINTAINED DURING APPLICABLE SEASONS TO KEEP REGULATED HEIGHT AND WIDTH. MINIMUM PLANTING HEIGHT 2' -0" rowN of VAIL A J4I� V ,v QD 15 GALLON REMOVE BURLAP FROM 12 V TOP 1/3 OF BALL PLANING SOIL -3 PARTS COMPACTED TOPSOIL & 1 PART PEAT SUBSOIL BASE MOSS, BY VOLUME NOTE: FINAL PLANT MATERIAL TO BE APPROVED BY THE TOWN OF VAIL. Design Review Staff Approval By Joe Batcheller at 2:33 pm, May 24, 2013 11 1 LANDSCAPE NOTES 1 2 1 SHRUB PLANTING DETAIL 3 1 POTENTILLA I 4 1 SITE PLAN EXIBIT GONDOLA LOADING FLOOR (2ND FLOOR) TOP OF AB NK (E) GONDOLA CABLE O O O OEXISTING O STEPS (P) PLANTINGS (POTENTILLA) (P) HUB AREA WITH DECORATIVE WALL (SEE SUPPLEMENT SHEETS) 10' PROPOSED SHRUBS SCALE 1 " =10' -0 "(11X17) 1" = 5' -0" (24 X 36) 10' • ATC OAT ®OOSi ®AS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS ,_REV.: = DATE: ISSUED FOR: BY:� 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL :PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:- APV.:- P.PALOMO WS SAE =SHEET TITLE: LANDSCAPE PLAN =SHEET NUMBER: REVISION:_ C 9 0] ACCESS TUNNEL (E) ELECTRICAL PANEL (E) XFR SWITCH (E) GENERATOR (E)EXHAUST LOUVER NOTE: A NEW TRANSFORMER AND SERVICE MAY BE REQUIRED IF CAPACITY IS NOT AVAILABLE AT THE EXISTING SERVICE POINT. INCUMBENT UTILITY COMPANY TO CONFIRM LOAD AVAILABILITY. 29' -0" 15' -0" (E) TELCO PEDESTAL (E) , CATCH NET _ / TOP OF BANK (E) LIFT (E) TELEPHONE + (P) ATC ❑ MAINTENANCE ROOM LEASE \ AREA (108 SO. ❑ 12'- " (P) WALL MOUNTED FT.) TELCO /FIBER BACKBOARD AND 6'-0" POWER PANEL. -' GATE EXPOSED 22' -0" STRUCTURE T PTD PE)OpE GONDOLA (P) TELCO ?TAIR TERMINAL (FIBER) j (P) GAS VALVE BASEMENT ROUTING AND METER. O O TED FINAL CONNECTION POINT LOCATION ii (E) FREIGHT TED BY LOCAL ELEVATOR GAS PROVIDER u n n n u P P P P O O O (P) ENTRY /EXIT PORT ACCESS 4'-0" CORRIDOR a PROPOSED - 6' -6" PROPOSED GATE GAS POWER a �'° x O } ROUTING ROUTING I O � 18,_0„ PP P (E) NATURAL O (P) CABLE TRAY GAS SHUT -OFF O (ABOVE) l VALUE El (E) HVAC UNIT (P) LEASE AREA 20'- ' (RELOCATED) 991.4 SF - (P) H -FRAME FOR / ELECTRICAL AND / GENERATOR EQUIPMENT, 15-10" (P) CONDUIT FROM ATS TO GENERATOR (P) GENERATOR (P) STEEL I -BEAM PILLAR CONCRETE / FOUNDATION / 10' 0 10' SCALE 1" = 10' -0" (11 X 17) 1" = 5' -0" (24 X 36) 1 I ELECTRICAL, FIBER, AND GAS ROUTING 38' -0" CONCRETE (E) FOUNDATION GORE CREEK (E) GONDOLA CABLE I FrrFnln -x= x _x =x - P P GAS GAS T T NOTES: 1. CONTRACTOR OR CONSTRUCTION MANAGER TO COORDINATE WITH LOCAL UTILITY COMPANIES FOR REQUIREMENTS PRIOR TO INSTALLATION. 2. EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN. CONTRACTOR OR CONSTRUCTION MANAGER SHALL HAVE LOCATOR SERVICE LOCATE AND MARK UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AS REQUIRED. 3. CONTRACTOR TO CONSTRUCTION MANAGER RESPONSIBLE FOR UTILITY RUNS FROM DEMARC TO SERVICE POINT. 4. CHAIN LINK GATE TO BE SECURED WITH HEAVY GAUGE CHAIN LINK PADLOCK. 5. MASTER GROUND BAR TO BE MOUNTED TO CABLE LADDER AS REQUIRED. 6. 24" CABLE LADDER/TRAY (OUTDOOR RATED) TO BE INSTALLED. 7. CONTRACTOR TO PROVIDE ALL NECESSARY CONDUITS TO INCLUDE TELCO, FIBER AND ELECTRICAL. JUNCTION BOXES USED AS REQUIRED BY NEC. 8. CONTRACTOR TO PROVIDE H -FRAME FOR GENERATOR AND ELECTRICAL EQUIPMENT. 9. FINAL TELCO FIBER CABLE ROUTING TO BE APPROVED BY VAIL AND ATC. 10. ALL ATC (NON- PLENUM RATED) TELCO /DAS CABLING TO BE IN ARMOR FLEX OR IN CONDUIT AS REQUIRED. TELCO FIBER CABLE (FROM BACKHAUL SOURCE) BACKBOARD ATC HUB BACKBOARD (30" X 30" X % ") 36" 12 FT OF TELCO FIBER CABLE COILED INSIDE. 7' -0" J -BOX (24'X 24" X 8) 6' -0" NOT TO SCALE 2 1 FIBER INSTALLATION DETAIL A. ATC OUTDOOR OAS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS RF \ /.— nATF —IRRI IFn Fr1R RV' 0 NOTES: CHAIN LINK FENCE PT 0 1. MOUNT TELCO /FIBER BACKBOARD IN THE ATC LEASE AREA LOCATION LEASE AREA AD POWER ROUTING 2. HUB CONTRACTOR TO TEST ALL FIBERS BY USING AN OPTICAL POWER METER. PROVIDE GAS ROUTING TEST RESULTS TO ATC. THE MAXIMUM END -TO -END LOSS IS 1.55 DB INCLUDING SC -APC TELCO /FIBER ROUTING CONNECTORS. ANY FIBER WHICH EXCEEDS THIS LOSS IS UNACCEPTABLE. GROUNDING HALO TOP OF BANK (N) EXTERIOR WALL /FENCE GONDOLA CATCH NET CABLE TRAY 2 1 FIBER INSTALLATION DETAIL A. ATC OUTDOOR OAS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS RF \ /.— nATF —IRRI IFn Fr1R RV' 0 04/08/13 PRELIMINARY PT 0 04/22113 REVISIONS AD 0 05/22/13 REVISIONS CDL =PLANS PREPARED BY: :NOTICE: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. :DRAWN BY: CHK.:- APV.:- P. ^PALOMO WS I SAE SHEET TITLE: ELECTRICAL AND FIBER ROUTING SHEET NUMBER: ====== REVISION:_ EG1 0 1 ACCESS TUNNEL (E) ELECTRICAL PANEL ITEM VOLTAGE REMARKS FLUORESCENT LIGHTING FIXTURES 120 CHAIN HUNG FROM STRUCTURE @ 8' A.F.F. EMERGENCY LIGHTING 120 EMERGENCY BATTERY PACK, 2 -HEAD FIXTURE, BRACKET MOUNTED (P) WALL MOUNTED GROUNDING HALO --(p) MGB MOUNTED J (P) ATC / LEASE \ AREA (108 SQ. FT.) (P) CABLE TRAY (ABOVE) 29'-0" (P) CEILING HUNG FLUORESCENT LIGHTS 15'-0" (P) INTERIOR GROUNDING HALO (CEILING MOUNTED TO EXISTING I- BEAMS) (E) TELCO J PEDESTAL S. CATCH NET / TOP OF BANK 10' 0 10' SCALE 1 " =10' -0 "(11X17) 1" = 5' -0" (24 X 36) 1 GROUNDING AND LIGHTING (P) CEILING HUNG FLUORESCENT LIGHT (P) MGB MOUNTED — ON CABLE LADDER D] (P) LEASE AREA 991.4 SF /ucR EXOTHERMIC WELD THAT IS A MINIMUM OF 6" ABOVE (E) LIFT (E) TELEPHONE FINISHED GRADE MAINTENANCE ROOM PVC SLEEVE AS REQUIRED (P) WALL MOUNTED TELCO /FIBER BACKBOARD AND CONTRACTOR TO PROVIDE POWER PANEL,-- A PROTECTIVE COVER FOR \ \ GROUND CONNECTIONS. E) OPE II ' GONDOLA STAIR l- I I—I I— _ TERMINAL I I— j — III —III_ BASEMENT 6„ —III (E) EMERGENCY LIGHT \ 1 / (P) LIGHT SWITCH n ii i ACCESS 6' -0" 4' -0" CORRIDOR GATE 1 (P) CEILING HUNG 1 FLUORESCENT LIGHT / 7 4­� ' 15' -10" — (E) FREIGHT ELEVATOR (E) 2' X 2' 19' -0" CONCRETE / FOUNDATION / 38, -0" — - — (E) Y GORE CREEK (E) GONDOLA CABLE (P) CEDAR FENCE SWING GATE (E) HVAC UNIT 6-6" (RELOCATED) (� 18' -0" O O O O O #2 AWG AND GROUND ROD —(P) H -FRAME FOR / ELECTRICAL AND / GENERATOR EQUIPMENT (P) GENERATOR #2 AWG AND GROUND ROD LEGEND —x x x —x— CHAIN LINK FENCE — — — — — LEASE AREA LIGHTING ROUTING GROUNDING HALO (N) EXTERIOR WALL /FENCE GONDOLA CABLE TRAY EMERGENCY WALL LIGHT CEILING HUNG FLUORESCENT LIGHT EXOTHERMIC WELD PROPOSED 8'x 3/4" GROUND ROD WITH 6" ABOVE FINISHED GRADE LEVEL. 12 1 H -FRAME GROUNDING I 30" MIN 45" MAX #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION TREATED WITH TWO (2) COATS OF COLD GALVANIZED PAINT 5/8" DIAMETER COPPER CLAD STEEL GROUND ROD 8' LONG REPRESENTS MAXIMUM TILT ANGLE OF GROUND ROD, IF BURIED, NOT DRIVEN. 13 1 GROUND ROD DETAIL I ANGLE ADAPTER VALMONT PART #1927 3/8" THREADED INSULATOR 1/4" X 4"X 12" BUSS BAR 3/8" SS ��000 LOCK WASHER 3/8 "X3/4" �0000ea0oo88 SS BOLT 008 SEE 3/G -2 FOR LUGS CONNECTION DETAIL #2 AWG X 8' -0" TINNED WIRE LEAD TO BE CADWELDED LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' -0" (96 ") 4 I GROUND BAR DETAIL 3/8" X 3/4" SS BOLT NOTE: GROUND KITS COMES W/ ALL HARDWARE, NUTS, BOLTS WASHERS, ETC., EXCEPT ANGLE ADAPTER A. ATC OUTDOOR DAS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: RF \ / ^f1ATFREVISIONS RV 0 6' -0" Y (E) XFR SWITCH EXPOSED GATE 22' -0" 0 STRUCTURE (E) GENERATOR PTD GROUNDING LEAD \ 0 CONNECTION FROM REVISIONS CARRIER LEASE AREA TO ATC LEASE AREA (E) EXHAUST LOUVER I( (P) EMERGENCY O LIGHT (WALL MOUNTED) (P) ENTRY /EXIT I (1 PORT -I (P) CABLE TRAY (ABOVE) 29'-0" (P) CEILING HUNG FLUORESCENT LIGHTS 15'-0" (P) INTERIOR GROUNDING HALO (CEILING MOUNTED TO EXISTING I- BEAMS) (E) TELCO J PEDESTAL S. CATCH NET / TOP OF BANK 10' 0 10' SCALE 1 " =10' -0 "(11X17) 1" = 5' -0" (24 X 36) 1 GROUNDING AND LIGHTING (P) CEILING HUNG FLUORESCENT LIGHT (P) MGB MOUNTED — ON CABLE LADDER D] (P) LEASE AREA 991.4 SF /ucR EXOTHERMIC WELD THAT IS A MINIMUM OF 6" ABOVE (E) LIFT (E) TELEPHONE FINISHED GRADE MAINTENANCE ROOM PVC SLEEVE AS REQUIRED (P) WALL MOUNTED TELCO /FIBER BACKBOARD AND CONTRACTOR TO PROVIDE POWER PANEL,-- A PROTECTIVE COVER FOR \ \ GROUND CONNECTIONS. E) OPE II ' GONDOLA STAIR l- I I—I I— _ TERMINAL I I— j — III —III_ BASEMENT 6„ —III (E) EMERGENCY LIGHT \ 1 / (P) LIGHT SWITCH n ii i ACCESS 6' -0" 4' -0" CORRIDOR GATE 1 (P) CEILING HUNG 1 FLUORESCENT LIGHT / 7 4­� ' 15' -10" — (E) FREIGHT ELEVATOR (E) 2' X 2' 19' -0" CONCRETE / FOUNDATION / 38, -0" — - — (E) Y GORE CREEK (E) GONDOLA CABLE (P) CEDAR FENCE SWING GATE (E) HVAC UNIT 6-6" (RELOCATED) (� 18' -0" O O O O O #2 AWG AND GROUND ROD —(P) H -FRAME FOR / ELECTRICAL AND / GENERATOR EQUIPMENT (P) GENERATOR #2 AWG AND GROUND ROD LEGEND —x x x —x— CHAIN LINK FENCE — — — — — LEASE AREA LIGHTING ROUTING GROUNDING HALO (N) EXTERIOR WALL /FENCE GONDOLA CABLE TRAY EMERGENCY WALL LIGHT CEILING HUNG FLUORESCENT LIGHT EXOTHERMIC WELD PROPOSED 8'x 3/4" GROUND ROD WITH 6" ABOVE FINISHED GRADE LEVEL. 12 1 H -FRAME GROUNDING I 30" MIN 45" MAX #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION TREATED WITH TWO (2) COATS OF COLD GALVANIZED PAINT 5/8" DIAMETER COPPER CLAD STEEL GROUND ROD 8' LONG REPRESENTS MAXIMUM TILT ANGLE OF GROUND ROD, IF BURIED, NOT DRIVEN. 13 1 GROUND ROD DETAIL I ANGLE ADAPTER VALMONT PART #1927 3/8" THREADED INSULATOR 1/4" X 4"X 12" BUSS BAR 3/8" SS ��000 LOCK WASHER 3/8 "X3/4" �0000ea0oo88 SS BOLT 008 SEE 3/G -2 FOR LUGS CONNECTION DETAIL #2 AWG X 8' -0" TINNED WIRE LEAD TO BE CADWELDED LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' -0" (96 ") 4 I GROUND BAR DETAIL 3/8" X 3/4" SS BOLT NOTE: GROUND KITS COMES W/ ALL HARDWARE, NUTS, BOLTS WASHERS, ETC., EXCEPT ANGLE ADAPTER A. ATC OUTDOOR DAS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: RF \ / ^f1ATFREVISIONS RV 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL -PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. DRAWN BY: CHK.:— APV.:— P.PALOMO WS I SAE SHEET TITLE: GROUNDING AND LIGHTING SHEET SHEET NUMBER: ======= REVISION:= EG2 0] NEW PANEL (TYPICAL) BUS KVA LOAD I WIRE GND COND AMPS BUS ABC AMPS I COND I ND I WIRE LOAD BUS KVA A B C A B C - SPACE _ - - - 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 - - - - SPACE _ 1.92 ATC RACK #1 #12 #12 1/2" 20 - 1.92 ATC RACK #2 #12 #12 1/2" 20 SPACE - 1.92 ATC RACK #3 #12 #12 1/2" 20 SPACE - 0.50 RECEPTACLES #12 #12 1/2" 20 SPACE - 0.80 RECEPTACLES - GFI - WP #12 #12 1/2" 20 SPACE - 0.16 LIGHTING #12 #12 1 1/2" 20 SPACE - 0.16 EXIT SIGN LIGHTING #12 #12 1/2" 20 SPACE - SPACE - 0.50 RECEPTACLE -TELCO #12 #12 1/2" 20 - SPACE SPACE - - SPACE SPACE - - SPACE SPACE - SPACE - - SPACE - SPACE SPACE - - SPACE SPACE - - SPACE SPACE - - SPACE SPACE - - SPACE SPACE - - SPACE SPACE - - SPACE SPACE - TOTAL KVA: BUS A 3.62 BUS B 2.48 BUS C 2.58 TOTAL,CONNECTED Kv LAS AMPERES: BUS A 2.8 BUS B 2.8 BUS C 2.8 TOTAL, CONNECTED AMPS 8.4 RATED VOLTAGE: 0 120/208 ❑ 120/240 ❑ 277/480 3 PHASE, 4 WIRE BRANCH POLES ❑ 12 ❑ 18 ❑ 20 ❑ 24 ❑ 30 ❑ 36 042 RATED AMPS: ❑ 100 ❑ 225 N 400 CABINET: � SURFACE ❑ FLUSH FULL NEUTRAL BUS IN GROUND BUS F1 HINGED DOOR KEYED DOOR LATCH ENCLOSURE TYPE - BRANCH DEVICES ❑ FUSED 0 CIRCUIT BREAKER (BOLT -IN) ❑ MAIN LUGS ONLY I MAIN AMPS 400 0 BREAKER ❑ FUSED SWITCH ❑ TO BE GFI BREAKERS ALL BREAKERS MUST BERATED TO INTERRUPT A SHORT CIRCUIT CURRENT OF 22,000 AMPS SYMMETRICAL. ACCEPTABLE MANUFACTURERS: SQUARED (E) CONCRETE FLOOR SIDE VIEW 1 1 H -FRAME LAYOUT NOTES: 1. 18 -2 CONTROL WIRE IN SEPARATE 1/2" CONDUIT FROM ATS TO GENERATOR. 2. ALL CONDUCTORS ARE COPPER. 3. ALL ELECTRICAL WORK SHALL BE PER THE NATIONAL ELECTRICAL CODE (NFPA 70) AND ALL APPLICABLE LOCAL CODES. 4. MAINTAIN 36" CLEAR WORKSPACE IN FRONT OF TRANSFER SWITCH, GENERATOR, PANELS, ETC. 5. A NEW TRANSFORMER AND SERVICE MAY BE REQUIRED IF CAPACITY IS NOT AVAILABLE AT THE EXISTING SERVICE POINT. INCUMBENT UTILITY COMPANY TO CONFIRM LOAD AVAILABILITY. TOP VIEW 6' (TYP) OR AS FIELD REQUIRED 1/2" CONDUITS KENTROX BOX ATS 600A —Hf 120/208V 3PH DISTRIBUTION PANEL CONDUITS TO CARRIER EQUIPMENT FENCE POST MOUNTING (AS REQUIRED) PLATE RE: 4/C2 SERVICE &GROUND CONDUITS (2) 2 1/2" AND (1) 3/4" (4) 1/2" X 3 3/4" HILTI CONDUIT ROUTING MAY BE OVERHEAD (FINAL CONFIGURATION FOR GC TO EXPANSION ANCHORS DETERMINE.) FRONT VIEW CONTRACTOR TO NOTE: ANEW TRANSFORMER AND FIELD ROUTE SERVICE MAY BE REQUIRED IF CONDUIT CAPACITY IS NOT AVAILABLE AT THE REVISIONS EXISTING SERVICE POINT. INCUMBENT -SHIELDED CAT5 UTILITY COMPANY TO CONFIRM LOAD CONTROL WIRE AVAILABILITY. __S Lj 48" X 46" X 10" 3" SCH. 40 GALV. PIPE 1'-0" IULTI- TENNANT (TYPICAL) ELCO CABINET + 2'-0" 2" GALV. UNISTRUT (TYPICAL) 3' -0' 4' -0" NEMA 3R ENCLOSURE (8x8 JUNCTION BOX). (2) 1/2" CONDUIT FROM 600A PANEL TO GENERATOR CONDUITS TO MAIN SERVICE (AS REQUIRED) 6-0" A. ATC OUTDOOR OAS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS ,_REV.: = DATE: ISSUED FOR: BY:� 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL :PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:- APV.:- P. PALOMO WS I SAE =SHEET TITLE: H -FRAME LAYOUT =SHEET NUMBER: REVISION:_ EG3 0] 600A 120/208V 4 -WIRE 3 -PHASE MLO NEMA 3R DISTRIBUTION PANEL. FUTURE BRANCH CIRCUITS FOR FUTURE CARRIERS. SCCR RATING AT OR ABOVE 12kAIC PER SHORT - CIRCUIT CALCULATION AS DETERMINED FROM PROPOSED EQUIPMENT SITE LOCATIONS THAT ASSUMES NO MORE THAN 200kA AVAILABLE FAULT CURRENT AT SUPPLY NO LESS THAN 400 CABLE FEET AWAY. AUTOMATIC TRANSFER SWITCH LOCATED WITH DISTRIBUTION PANEL ON NEW ATC H- FRAME. SOLID NEUTRAL ISOLATED FROM EQUIPMENT GROUND AS FOR NON - SEPARATELY DERIVED SYSTEM CONNECTION #2/0 GROUNDING ELECTRODE (1) #8 (EQUIPMENT GROUND) INSTALLED IN 2" SCH 40 PVC AT S PRIME RATING CONDUCTOR IN CONDUIT N1 N2 N3 PVC CONDUIT TO KW - AMPS THHN/THWN -2, 2 1/2 "C GROUND RING. CDL ON THE GENERATOR GROUND IN GENERATOR) T3 ACCORDANCE WITH 250. 1 �T1��T2 GROU RING E1 E2 E3 20A,1 -POLE BREAKER NEMA 3R INSTALLED OUTSIDE THE ENCLOSURE 150 KW ATS (FOR GENERATOR WITH (1) GENERATOR BLOCK HEATER & BATTERY TERMINAL COMMUNICATION CHARGER.) STRIP TERMINAL REFER TO GENERATOR SET SIZING CHART 450A MCB INSTALLED BY FACTORY CONNECT POWER SYSTEM GROUNDING F71­7 ELECTRODE PER NEC. UTILITY SERVICES 2 SETS 4- 400KCMIL — 1/2 " LIQUID TIGHT FOR SHIELDED CAT5 (2) (1) C, 15 AMP CIRCUIT PRIME RATING (4) #1, (1) #8 IN 2" SCH 40 (1) 1/2" PVC CONDUIT, WITH ONE18 -2 GEN SET SIZE VOLTS-PHASE KW - AMPS THHN/THWN -2, 2 1/2 "C TO DISTRIBUTION PANEL/ ATS. CDL ON THE GENERATOR GENERATOR) PVC CONDUIT CONTROL WIRE FROM ATS TO 8X8 TERMINATE AT NEW PANEL 100A 2 SETS OF 4- 250KCMIL, THHN/THWN -2, JUNCTION BOX, THEN FROM 8X8 120/208V - 3 -PH 135KW - 563A 450A 1 #110GND, IN 3 "C NOTES: 1. SERVICE VOLTAGE FOR EACH CARRIER IS 3- PHASE, AND SERVICE SIZES ARE TYPICALLY 100A PER CARRIER, UNLESS OTHERWISE NOTED. MCB 3 -PHASE 3. ALL ELECTRICAL EQUIPMENT IS NEMA 3R RATED. JUNCTION BOX TO GENERATOR (FOR (2) #12, 1 #12 GND THWN THE GFCI LOCATED ON THE 3" SCH 40 PVC CONDUIT 7. ALL WORK SHALL CONFORM WITH THE CURRENT VERSION OF THE NEC. 8. FIRST OVER - CURRENT PROTECTION DEVICE IS INTEGRAL TO GENERATOR. FEEDER SIZES INDICATED IN TABLE ABOVE ARE DOWNSTREAM OF THE FIRST OVER - CURRENT PROTECTION DEVICE. 9. INLINE BREAKER AT GENERATOR IS FACTORY INSTALLED, AND IS THE MANUFACTURER'S RECOMMENDED SIZE. 4 -WIRE SHOO -PIN COPPER COMPRESSION ADAPTER PLUGS FOR FLEX CABLE BY ILSCO, OR APPROVED EQUAL. DIELESS COMMUNICATION WIRES). TERMINATE INSTALLED IN 1/2" GENERATOR OR WITH SHIELDED CAT5 AT RS485± SHIELD IN ATS AND SCH 40 PVC CONDUIT GENERATOR CONTROL WIRES PER GENERATOR. (FOR GENERATOR TERMINAL STRIP MANUFACTURER'S PANELS BLOCK HEATER & IF PROVIDED RECOMMENDATIONS / BATTERY CHARGER). SPECIFICATIONS ATS AND DISTRIBUTION PANEL TO BE LOCATED ON NEW H -FRAME GENERATOR SET SIZING CHART & DESIGN NOTES — 1/2 " LIQUID TIGHT FOR SHIELDED CAT5 (2) (1) C, 15 AMP CIRCUIT PRIME RATING SIZE OF INLINE FEEDER SIZES FROM GEN SET BREAKER GEN SET SIZE VOLTS-PHASE KW - AMPS BREAKER (AT TO DISTRIBUTION PANEL/ ATS. CDL ON THE GENERATOR GENERATOR) 2 SETS OF 4- 250KCMIL, THHN/THWN -2, 150KW 120/208V - 3 -PH 135KW - 563A 450A 1 #110GND, IN 3 "C NOTES: 1. SERVICE VOLTAGE FOR EACH CARRIER IS 3- PHASE, AND SERVICE SIZES ARE TYPICALLY 100A PER CARRIER, UNLESS OTHERWISE NOTED. 2. AUTOMATIC TRANSFER SWITCH (ATS) IS MINIMUM 100A, 3 -POLE, 250V RATED. 3. ALL ELECTRICAL EQUIPMENT IS NEMA 3R RATED. 4. THE GENERATOR ELECTRICAL LOADS ARE ADEQUATE FOR THE CONNECTED LOADS. 5. ALL EQUIPMENT FURNISHED SHALL BE PROVIDED WITH EQUIPMENT RATED TO WITHSTAND FAULT CURRENT AVAILABLE AT PROJECT SITE. 6. A NEW SET OF PLANS WILL BE PROVIDED AND SUBMITTED FOR ADDITIONAL CARRIERS. 7. ALL WORK SHALL CONFORM WITH THE CURRENT VERSION OF THE NEC. 8. FIRST OVER - CURRENT PROTECTION DEVICE IS INTEGRAL TO GENERATOR. FEEDER SIZES INDICATED IN TABLE ABOVE ARE DOWNSTREAM OF THE FIRST OVER - CURRENT PROTECTION DEVICE. 9. INLINE BREAKER AT GENERATOR IS FACTORY INSTALLED, AND IS THE MANUFACTURER'S RECOMMENDED SIZE. 10. WHERE REQUIRED BY AHJ, PROVIDE AND INSTALL 2ND ATTACHED PIN CONNECTIONS ON G -GC CABLES. SHOO -PIN COPPER COMPRESSION ADAPTER PLUGS FOR FLEX CABLE BY ILSCO, OR APPROVED EQUAL. DIELESS CRIMPING TOOLS MUST NOT BE USED. CRIMPING DIES SHALL BE AS FOLLOWS: COMPANY: ILSCO, COLOR INDEX NUMBER: BROWN 10; YELLOW 16. 11. INSTALL AND CONNECT GENERATOR AS A NON - SEPARATELY DERIVED SYSTEM PER NEC. 1 1 ONE -LINE RISER DIAGRAM 15A CIRCUIT FROM NEW PANEL ON LOAD SIDE OF ATS 6" X 6" NEMA 3R ENCLOSURE, MIN. 12" FROM KENTROX BOX KENTR #14, #14G IN 1/2" — 1/2 " LIQUID TIGHT FOR SHIELDED CAT5 (2) (1) C, 15 AMP CIRCUIT CONTROL WIRES PER FOR THE KENTROX MANUFACTURER'S REVISIONS RECOMMENDATIONS / KENTROX MONITORING SPECIFICATIONS BOX TO BE PLACED CDL ON THE GENERATOR H- FRAME. A. ATC OUTDOOR OAS PROJECT INFORMATION: VAIL RESORT HUB CO 560 E LIONSHEAD CIRCLE VAIL, CO 81657 347203 521770K2 CURRENT ISSUE DATE: 05/22/2013 ISSUED FOR: REVISIONS ;=REV.:= DATE:=== ISSUED FOR: BY:� 0 04/08/13 PRELIMINARY PT 0 04/22/13 REVISIONS AD 0 05/22/13 REVISIONS CDL :PLANS PREPARED BY: American Tower Corporation Proprietary and Confidential © 2013. Intended for limited use by employees and agents only while performing work for American Tower. Not to be distributed without the express written consent of American Tower Corporation. _DRAWN BY: CHK.:- A P.PALOMO WS I SAE =SHEET TITLE: WIRING DIAGRAM =SHEET NUMBER: REVISION:_ EG4 0] 100 - 400 Amps, 600 VAC HTS �■id 200 Amp HTS NEMA 1 GENERAL' INDUSTRIAL Standard Features • Single coil design, electrically operated and mechanically held • Programmable exercise time • SPDT aux contacts • Main contacts are silver allay • Conformal coating protects the printed circuit board • UL1008 Listed • Indicating LED's for switch position, standby operating, utility available Optional Accessories • NEMA 12 enclosure (100 -400 Amps) • NEMA 311 enclosure (All) Automatic Transfer Switches Description • The Generac HTS Transfer Switch is a "State of the Art" Smart Switch designed to operate in conjunction with the Generac H100 Series generator controller. • The HTS Transfer Switch has a 2 wire RS485 communication link to the generator controller. The utility voltage is monitored by the HTS along with signal before transfer timing, time delay neutral and inphase transfer. Switch operation is instigated by the generator controller. • All timers and voltage setpoints are programmable through GenLink` Communications Software. • Time delay neutral and inphase monitor are included. Interconnections Switches and Indicators: • System Ready LED • Switch Position LED's • Test Switch • Return to Normal Switch Standby Accept Voltage . ..... -- ..... ..... Standby Accept Frequency ................. Nominal Voltage. . .... ............... ...... Allowable Deviation of Utility 1111 .... ...... Line Interruption Delay ....................... Engine Warmup Time ......................... Minimum Run Time ............................ Return to Utility Timer ........................ Engine Cooldown Timer.. ............... Signal Before Transfer Timer .............. Transfer Type ...... ............................... Phase Difference for Inphase Transfer • Standby Operating LED • Utility Available LED • Fast Test Switch • Safety Disconnect Switch ...................... ............................... Withstand Current - 600 Volt HTS Series GENERAL' INDUSTRIAL anomm HTS 100 -400 Amp 85 -95% 85 -95% ..........................1 Volt increments ....11.1...1 ................... 1 -100% ..................... 1 -10 Seconds .............................1 -300 Seconds .— ..... ....................... 5 -60 Minutes ..... ...........................1 -30 Minutes .............. ..1 -30 Minutes .... ...........................1 -30 Seconds ...........Inphase Time Delay Neutral ..11....1.....1 ............. -7 +0 Degrees HTS RATED AMPS 100 150 200 300 400 FUSE PROTECTED M1 M2 D1 D2 100 Maximum RMS Symmetrical 36 24 18 37.5 12.7 Faul Current — Amps 200,000 200,000 200,000 200,000 200,D0o Maximum Fuse Size — Amps 200 400 400 600 600 Fuse Class J,T J,T J,T J,T J,T CIRCUIT BREAKER PROTECTED Maximum RMS Symmetrical Fault Current — Amps 14,000 25,000 25,000 35,000 35,000 Protective Device Continuous Rating {Max.} — Amps 150 300 300 600 600 • Tested in accordance with the withstand and closing requirements of UL 1008 and CSA Standards. • Current ratings are listed @ 480 VAC. MI D .'�i 044� � • 3 position test switch: Fast Test, Auto, Normal Test H III M2 • Arc shutes on main Contacts • Signal before transfer contacts • Rated to all classes of loads • Remote start, stop and transfer through GenLink` uu Communications Software • Up to four transfer switches per generator • 50160 hertz operation Terminal Lug Wire Ranges • NEMA 4 and 4x enclosure • 4 pole for separately derived systems Unit Dimensions HTS RATED AMPS VOLTAGE ENCLOSURE HEIGHT H ENCLOSURE WIDTH W WALL MOUNT BOLT PATTERN ENCLOSURE DEPTH WEIGHT (lbs.) M1 M2 D1 D2 100 ALL 36 24 18 37.5 12.7 10 180 156 -200 1201240 36 24 18 37.5 12.7 10 185 150 -200 1201208 36 24 18 37.5 12.7 10 185 150 -200 2771480 48* 30* 24 49.5 14.8 12 265 300 -400 1201240 36 24 18 37.5 12.7 10 245 300 -400 1201208 36 24 18 37.5 12.7 10 245 300 -400 2771480 1 48" 1 30* 1 24 1 49.5 1 14.8 1 12 1 325 HTS RATED AMPS CONTACTOR TERMINALS (1 LUG PER POLE) LUG WIRE RANGE NEUTRAL BAR* GROUND LUG (1 PROVIDED) LUG WIRE RANGE # LUGS LUG WIRE RANGE 100 210 -14 AWG 4 210 -14 AWG 2,10 -14 AWG 150 400MCM — 4 AWG 4 350MCM — 6 AWG 350MCM — 6 AWG 200 400MCM — 4 AWG 4 350MCM — 6 AWG 350MCM — 6 AWG 300 600MCM — 4 AWG or 2 — 250MCM —110 AWG 4 600MCM — 4 AWG 250MCM — 110 AWG I** 350MCM — 6 AWG 350MCM — 6 AWG 400 600MCM — 4 AWG or 2 — 250MCM — 110 AWGI 4 600MCM — 4 AWG 1250MCM —1 JO AWG 350MCM — 6 AWG *Not included in HTS with switched neutral. ** Allowable wire range in brackets is for 2 wires per lug. S -1 SG1 50 Standby Power Rating 188kVA 156kW 60 Hz GENERACO INDUSTRIAL Industrial Gaseous Generator Set EPA Certified Stationary Emergency features Gmeralor Image wed for Iiuftradm aurpoGeGonly benefits SG150 ENGINE SPECIFICATIONS General Make EPA Emissions Compliance LPA Lmissions Engine 1' ference Cylinder # Type Displacement - L (Cu. In.) Bore - mm (in.) Stroke - mm (in.) Compression Ratio Intake Air Method Number of Main liearings Connecting Ponds Cylinder Head Cylinder Liners Ignition Pistons Crankshaft Lifter Type Intake Valve Material Exhaust Valve Material I iardenod Valve Seats 1tibrieatlon Smilena Oil Pump Type. Oil Filter Type Crankcase Capacity L(q[s) Genemc Stationary Erner ency Soo Lmissions Data Sheet 10 V 6.8 (414.96;, aD 17 (3 55 1 05,W (4.17) Q., Naiufally Aspiraleli 7 Forged Aluminum No High Fner;y Aluminum Alloy Steel Overhead Cam Sleet Alloy Steel Alloy Yes rk.ai Full -flow spin -on _cartridge 5,7 (6) GENERAC' IN13USTRIIAL application and engineering data Cogtinq %atenll Cooling 5ysteri Type Water Pump Flow I an lyre Fan Speed (rpm) Fan Diarneler rim (in.) Coolant Healer Wattage Coal ant Healer Standard Voltage Fuel U&m I irel type Carburmr 5ncondary Fud Rgcvulator Fuel ShuI Off Solenoid Operating Fuel Pressure Engine Electrical System 5yslem Voltage Battery Charging Altemator (Amps) Battery Size Battery Group Finnrtery Voltage Ground Polarity I Fiessuri ?od Closed 2500 558 f2; 120V Naillral Gas, Propane Down Draft Sta idard Standard 11" 14' H2O 12VDC 30 925CCA 31 12VDC Negative primary nodes and standards lire Rating Definitions Slandhy — Applicable hx a varying emergency lead fix the duration of a IAilily PONP.r outage with uu overl®ad capabilily- (Max, load hactrx = 70%) Pine — Applieahle ha supp4tilj purer to avaryillg load in lieu of utility for an rrglnliled among of tinning lime. (hTax. Iliad Wuf = 80X) A 10% Overload vapaeity b witilable for 1 outof every 12 hours. S -2 Generffivr set ALTERNATC1R SPECIFICATIONS a PROTOTYPE S TORSIONALLY TESTED . PROVIDES PROVEN UNIT Standard "I 390min Val laje Rergulalor Type Full Digital a ULMO TESTED r ENSUIFESA ©UAUrY PRODUCT Riles 4 I imber of SensA Fha es 3 • 11 HI NOCOAT PAINT SYSTEM r IMPROVES REST STANCE TO ELEMENTS Field Type. IDYOIVIng Pe juIation Accuracy (Sleady Slate) Insulation Class - Rotor H 6 ■ WIDE RANGE OF ENCLOSURES r PROVIDES A SINGLE SOURCE SOLUTION I n su I all on C lass - Stator I o ne Total Harmonic Distortion <5% Engine Governing a EPA COMPLIANT r ENVI RONMENTALLY Fri EN IDLY Telephone Intarfefence Fartor (IFIF) ,50 Governor Elootr`oni0 Slaldard Enitation P�Fmanent f t_ Frequency Regulation (SiPo State) I ti- a INDUSTRIAL TESTED. GENERAC APPROVED r ENSURESINDUSTRIAL STANDARDS . F3earings S�a1�r1 RA e POWER-MATCHEDOUTPUT r ENGINEERED FORPERFORMANCE Coupling Gear olive a INDUSTRIAL GRADE r IMPROVES LONGEVITY AND RELIAHIUTY Load Capacl,q Slandby 100% Prototype Mort Clroult TesI Yes Altemalor _ a TWO THIRDS PITCH . ELIMI MATES HARMFUL 3RD HARMONIC a LAYER WOUND ROTOR & STATOR r IMPROVES COOLING CODES ANB STANDARDS COMPLIANCE (WHERE APPLICABLE) • CLASS H MATERIALS r HEAT TOLERANT DESIGN NI 1'A 93 99 1555514 ' _ ■ DIGITAL 3 -PHASE VOLTAGE CONTROL r FAST AND ACCURATE RESPONSE Nif A rW5514 Cm[rals ISO 852&5 DIN6271 ISO 1708A.5 IEEE C62.41 TFSTIING • ENCAPSULATED BOARD WI SEALED HARNESS . EAST; AFFORDAGLE REPLACEMENT 130 3046 NEW ICS 1 a 4- 20MAVOLTAGETO- CU.RREiNTSENSORS r NOI SE REST STANT 24!7 MO NITORING a SURFACE- MOUNTTEGHNOLOGY . PROVIDES VIBRATION RESISTANCE t� a ADVANCED DIAGNOSTICS & COMMUNICATIONS . HARDENED RELIABILITY primary nodes and standards lire Rating Definitions Slandhy — Applicable hx a varying emergency lead fix the duration of a IAilily PONP.r outage with uu overl®ad capabilily- (Max, load hactrx = 70%) Pine — Applieahle ha supp4tilj purer to avaryillg load in lieu of utility for an rrglnliled among of tinning lime. (hTax. Iliad Wuf = 80X) A 10% Overload vapaeity b witilable for 1 outof every 12 hours. S -2 SG150 POWER RATINGS (Jil Single -Phase 1201240VAC (PI• f Three -Phase 120/208VAG @0 -8pf Iltlee- F1Tas� 12U/240VAU @@,apt Three- Olase27T /480VAG @0,W Three F' :jar 34f(600VAC (5)0 -8pf Natural Gas GENERAC" INDUSTRIAL operating data (60Hz) Propane Vapor 11 Amps. 567 144 Maps: 600 142 Amps: 493 150 Amps: 520 142 Arrlps: 42( 150 ArT1ps: 451 142 Amps: 214 150 Amps: 225 142 Arry�: 171 150 Amps: 180 STARTING CAPABILITIES (SKVA1 sKVA us. Vollaue Din FUEL COOLING Fuel CoasumationRal es* Nahifail as Provana Vardar Percent Load flafnr a r F'erceni Load 10/hr oal /hr m1ft 25% 4810VA!C 208P40VAr Aleultsrl Ion I(Fb 1 15% 1 20% 1 25% 1 30% 1 35% 10% 15% 220% 25% 30% 35% Standard 150 33 1 1 q 9 2r5 1 332 1 398 1 464 100 149 199 249 299 348 Upsize 1 1 200 .V 280 +(3 I 413r 560 1 553 140 210 28011 350 4 2 490 FUEL COOLING Fuel CoasumationRal es* Nahifail as Provana Vardar Percent Load flafnr a r F'erceni Load 10/hr oal /hr m1ft 25% 700 19. ! % NO 80 8.2 50% 1154 32./ 50% 478 13.2 135 (5% 1525 43.2 75% 631 1(4 11.9 100% 2061 58.4 100% 853 23.5 24_.2 Wei to "Emissions Data Sheer' lair rrumum luel lloww lair EPA Auld SCAUMU purrniltling purpD�:s. STANDBY Air Flow (inlet air combustion and radiator) If' /min (ma /min) 6447 (182.6) System Coolail Capacity Gal (tilers) 6.3 (23.9) Htrit fit jectioff to Coolant BTU /hl 57T,080 Mac Opef atingAir Tamp on Radiator OF (dC) 122 (50) Max. Ambient Temperature °F (aC) 104 (40) Maximum Radiator Ba:Oessure in V 1.50 COMBUSTION AIR REQUIREMENTS STANOBY Flow at fated Po"t r$n 447 ENGINE STANDBY Rated Lngine Speed rpm 36(10 Hxsepower at Rated kN ** hp 224 Hstm Speed film in 2502 BMEP psi W Perm to `Emissi anx Data Street' for maximum NHR for FPA and SCAOMD permuting purp Qsn EXHAUST STANDBY F.xhausi Flow (Rated 01.10rt) efm (m1min) 1507 (42.7) Maximum Recommended Back Pressua inlig 1 -5 Exhaust Temp (Rated Output) aF (DC) 1550 (843) Exhaust Outlet Sire (aped Set) in 2.5" Deration Operational characteristics consider maximum ambient conditions. Dente factors may apply under atypical site conditions- Please cion dt a Generac Power Systems Industrial Dealer for additional details - All performance ratings in accordance with IS03YI6, ES5514, IS08526 and DIN6271 standards- SG150 GENERATOR SET General LRU"9111� • • Oanse Yigragon lsolaliun '.Id O RatedVibralionlsolalers Opr * Wenoedwarrarly Opi O Gen- LinkC6ffff1j JionsSol"n Opi c7 Steel Eno] Osiris 001 O Aluminunn Fnddsure Opl O Enclasure I igNing hits Opl ENUNE 6YSTEM * 126VAC COaIaN Healer Opt O 20 (NAC C"IM Healer opt * 24WAC Coolai Healer Opi D other Coo larnWater Opi • Closed Cdolery Recovery Sysle'n SId ■ DVIOroneresi dent hoses SId • Faclory- InsialledAapialor SPd i Radiator DrainErderuun Sid Frigine Eleddcal System General LRU"9111� • Oil Drain Extension Std O Oil Mahe- UpSysiau Opt * Oil Heaicx 00 O Critical Exhausi Silencer (11 closed Sets) Opl ■ St antessst eelllembleednarslconnection Sid • Air cleaner Sid • FaSguard Sid ■ Radiator duet adapter Sid r -DW Plogfammall:19 D rclser Fuel System ! ■ Fuol rocOf Wend s[d • Sodnrriary Fuel Regulator Std O FleAblefuelInes opt Q Au OMAIG Gaseous Dual Fuel Opt * 126VAC COaIaN Healer Opt O 20 (NAC C"IM Healer opt * 24WAC Coolai Healer Opi D other Coo larnWater Opi • Closed Cdolery Recovery Sysle'n SId ■ DVIOroneresi dent hoses SId • Faclory- InsialledAapialor SPd i Radiator DrainErderuun Sid Frigine Eleddcal System 012iO0GENproled' ■ ®allary charging alernet®r Sid • Rallery C'Ves Sid • Mery Ira! sic 0 8mory box 001 O nallpy neater OPI ■ Shcenoid activated darlermdlor Sid 0 254 UL battery charger Opi O 10A I.I. floaiAequalias battery charger Opi ■ Rubber -Moled erfgine efechical dorrriections Sid ALTERNATOR SYSTEM • 012iO0GENproled' Sid O Main Line Circuit Sreaer opt Q 2net ofcui Breaker Opl * 3rd cirouil8realaef O * Alemlor Upciaing 00 O A ii- Condensalion Nealef 001 O Tropicalcoaing Opi • Perrrcnatl Magnet 4endaiol Sid GENERAC' INDUSTRIAL standard features and options CONTROLSYSTEM • Oi I Pressure (Pre - programmed Low PresarraShuldawn) iknlrcd P%,n . ^.I ■ Coo 12N Woo alure( Pre •pfograrnnedFlgnTernpShldovarm] ■ Digital I I Cardrol Panel -Dual tO Display Sid O Digllal 6-100 Cordial Panel - Toudhsxeen • EnghieSpeed (IN e- program oed Overspeed Shuteloxm) O Digilal G -200 Paralleling Wilrol Panel - Touchween Sid • Progranrrelole Cie* Limiler Std • ProgranrMbIc Qarlk UrMW Rid 0 21 light Rmelb Annunail nr on[ U ftrnole Flay Panel (8 ar 16) Opt • r -DW Plogfammall:19 D rclser Sid ! Special App3oai ions Programmable PLC Std • 65.232 Sid • RS -405 Sid • All -Phase Sensing DVR Sid • Full SystemStaius Std ■ .- ••r Moan Of Q. FI -Tian ter 9eelofi] Sid • .! -- Shad Compatible Std ■ �:" ;11jlp1A (w@) Sid • ' , :' =ardor Sid • . _..oFbwa Sid • AlI phase ACVnBsga Sid • Al I chase CIA reels Sid • Iii I Pressure $td ■ Cm IM Ten veralure Sid • Cad larl Love Sid .' !7iITenpet alute Opt • Fuel Premre Sid • Engine Speed Sid • Mlety Vollage Sid ■ , reqRncy Sid • 090Tilne Fault Hisorti (Euerit Log) Std .: I Dw -Speed Exerdse • Isochronous Govetoor Conirol Sid • -400eg C - Moog C Cperalion Std • wal9pro01 Plug -In Cdineckors Sid • Auftle Alarms and S,huldowns Sid ■ Not in Auto (FIB ing Light] Sid ! Aiitgr4Wanudl So IGh Sid • E-SiW (Red MuMfoom•Type) Sid O Ftinote E-Stop (BeakGl csType Surface Maunlj Opt O Remote F-Stop (Red Mushroorn-Type, surface Mount) Opt U Pemote E-8tap (Red Mushroom -Type. Flush Monti) Opt • NFPA 110 Level I and II (Progiahxnahle) Sid • Pemdle Communioe ion - RFM Sid 0 %FnAe Communi[jion - Modem 0 RerroleCgrrunUnicallon - flisrnd O 1 CA Run Relay Alarrm (Prograrnmab IC To lerarmos, Pre -A lams and Shutdowns) O L&w Fuel • Oi I Pressure (Pre - programmed Low PresarraShuldawn) qd ■ Coo 12N Woo alure( Pre •pfograrnnedFlgnTernpShldovarm] Sid • CoolaY LaveI (Pre-prograTmed Low Leiel Shutdown) Sid () Oi I Temperature 001 • EnghieSpeed (IN e- program oed Overspeed Shuteloxm) Sld • VUllare (Prc�Pruyrerrned&evvu%�d4U Shuldurmi) Sid • Battery Vodage Sid Other Options 0 0 0 S -3 N_ GENERAL' IN13USTRIAL dimensions, weights and sound levels f OPEN SET (Includes Exhaust Flex) li _ w H WT jEA* , Lj 117 19 M 2940 90 w t. �L� 0 NO STANDARD ENCLUSURE .0 H WT dBA" H 14, 5il 68 3790 87 A 610T. W L ■■ i LEVEL 1 ACOUSTIC ENCLOSURE a _ 1ly H W1 d6A' H 16v 50 683 3990 77 Yw l LEVEL 2 ACOUSTIC ENCLOSURE H L 'hr H Wf d �,�' 143 50 92 4190 75 —w — 'All rneauMMS are approximate and [or estimation purpom only. Sound levels io SUnbd al 2311(7m) and does not account for aronient We conditions. YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER Sp@dEil;�lpn cl r;rS;urisdc; m2J CfOngE withpul Mica Dmensicm wa w ghtu arefa Pruluni nay puipr, axB Cady. PIaOSa a]ncult u G2n(A FC.mur Syabaae: Industdo I %k, r v c- ',j .' :: AdhL. s 7,uw iy. Generac PbwerSystems, Inc. ■ 545 W29290 HWY.. 59, Waukesha, WI 53189 + generac.com 0412 Qwar%c Poway Syslenrs, Inc. Al righ uwwad. All BpaCiliCdiGn i �e S Wwt la cl�nga w4W na9ca I]ulldn U17(/ USEN -J 1 Ranted m U.S.A. L�' 02 [S-4 N_ 1s11 a N_ 1s11 E 5 4 3 2 1 GENERAL STRUCTURAL NOTES DESIGN CRITERIA 1. AS REQUIRED BY THE CITY OF VAIL THE STRUCTURAL ENGINEERING DESIGN IS BASED ON AND IN ACCORDANCE WITH THE FOLLOWING BUILDING CODE: THE INTERNATIONAL BUILDING CODE - 2012 2. ALL APPLICABLE DESIGN LOADS AND INFORMATION USED IN THE DESIGN OF THE STRUCTURE ARE LOCATED IN THE DESIGN CRITERIA TABLE LOCATED ON THIS SHEET. 3. ALL GENERAL STRUCTURAL NOTES CONTAINING "THE MOST CURRENT EDITION" REFERS TO THE LATEST EDITION ADOPTED BY THE BUILDING CODE MENTIONED ABOVE. GENERAL CONSTRUCTION 1. ALL DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE. 2. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS INCLUDING ANY EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES WITH THE CONSTRUCTION DOCUMENTS BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL COORDINATE STRUCTURAL PLANS WITH ALL OTHER CONSTRUCTION DOCUMENTS AND SHALL VERIFY THE SIZE AND LOCATION OF OPENINGS, HOLES, AND SLEEVES THROUGH ALL STRUCTURAL ELEMENTS WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS. 4. THE BUILDING STRUCTURE HAS BEEN DESIGNED FOR THE IN- SERVICE LOADS ONLY. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE INTEGRITY OF THE BUILDING STRUCTURE AT ALL STAGES OF CONSTRUCTION. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" THIRTEENTH EDITION - ALLOWABLE STRESS DESIGN. 2. ALL STRUCTURAL STEEL UNLESS OTHERWISE NOTED SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: STRUCTURAL'W' AND'WT SHAPES A992 GRADE 50 STRUCTURAL CHANNEL AND ANGLES A36 STRUCTURAL PLATE AND BARS A36 STEEL PIPE A53 TYPE E OR S, GRADE B STEEL TUBING A500 GRADE B 3. ALL WELDED CONNECTIONS FOR STRUCTURAL STEEL SHALL CONFORM TO THE MOST CURRENT AWS "STRUCTURAL WELDING CODE," D1.1. 4. BE MADE WITH E70 -XX ELECTRODES. SHIELDED METAL ARC WELDING PROCESS SHALL USE LOW HYDROGEN ELECTRODES. FILLER MATERIAL FOR WELDING PROCESS SHALL HAVE A YIELD STRENGTH OF 70 KSI. ALL FILLET WELDS SHALL BE 1/4" MIN U.O.N. 5. PROVIDE ALL BOLT HOLES, STUDS, ANCHORS, AND CLIP ANGLES REQUIRED TO ATTACH OTHER MATERIALS AS SHOWN ON THE DRAWINGS. 6. ALL STRUCTURAL STEEL MEMBERS EXPOSED TO WEATHER SHALL BE GALVANIZED AND PAINTED UNLESS OTHERWISE NOTED. MASONRY 1. ENGINEERED MASONRY SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING: "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530, LATEST EDITION) "TECHNICAL NOTES ON BRICK CONSTRUCTION" BY THE BRICK INSTITUTE OF AMERICA. 2. MINIMUM COMPRESSIVE STRENGTH OF MASONRY UNITS (ASTM C90): HOLLOW AND /OR SOLID UNITS 1900 PSI 3. MINIMUM COMPRESSIVE STRENGTH (F'c) AT 28 DAYS: TYPE N MORTAR PER ASTM C270 750 PSI TYPE S MORTAR PER ASTM C270 1800 PSI GROUT PER ASTM C476 2000 PSI 4. THE DESIGN COMPRESSIVE STRENGTH OF MASONRY (f'm) BASED ON THE COMPRESSIVE STRENGTH OF MASONRY UNITS AND MORTAR TO BE USED ARE AS FOLLOWS: CONCRETE MASONRY Ym = 1500 PSI CLAY (BRICK) MASONRY fm = 2000 PSI 5. FOR ALL WALLS AS INDICATED ON THE STRUCTURAL DRAWINGS THE MORTAR SHALL BE TYPE S AND ONLY NORMAL WEIGHT UNITS SHALL BE USED IN BELOW GRADE APPLICATIONS. 6. MASONRY REINFORCEMENT SHALL BE AS FOLLOWS: BOND BEAMS AND ALL VERTICAL REINFORCEMENT: DEFORMED BARS - ASTM A615 GRADE 60 BED JOINT REINFORCEMENT: PARALLEL WIRES - ASTM A82 WITH MINIMUM YIELD STRESS OF 70.0 KSI. CONTINUOUS HORIZONTAL WIRE TIES SHALL BE PLACED SUCH THAT THE DISTANCE BETWEEN THE FACE OF THE MASONRY WALL AND THE PARALLEL WIRE IS NOT MORE THAN ONE INCH. FOR SINGLE AND DOUBLE WYTHE BLOCK PROVIDE: (2) #9 GAGE DEFORMED WIRES,(1) AT EACH FACE SHELL, TRUSS TIED. FOR VENEER OTHER THAN RUNNING BOND PROVIDE: (1) WIRE OF SIZE W1.7 @ 18" OC MAX 7. UNLESS OTHERWISE SHOWN OR NOTED, REINFORCING STEEL FOR MASONRY SHALL BE LAPPED 48 BAR DIAMETERS, MINIMUM. 8. WHERE A DOUBLE WYTHE WALL IS SHOWN OR INDICATED NOT TO CONTAIN A CAVITY, THE INTERFACE BETWEEN TWO WYTHE SHALL BE GROUTED SOLID. 9. ALL PRE - INSTALLED AND POST - INSTALLED ANCHORS TO BE LOCATED IN CMU WALLS SHALL BE ANCHORED INTO FULLY GROUTED CELLS. 10. LOCATION OF VERTICAL CONTROL JOINTS IN MASONRY WALLS ARE INDICATED ON THE ARCHITECTURAL AND /OR STRUCTURAL DRAWINGS. JOINT SPACING SHALL NOT EXCEED 16 FEET. 11. TYPICAL VERTICAL WALL REINFORCING AND SPACING SHALL BE PROVIDE AS INDICATED ON THE DRAWINGS AND /OR SCHEDULES. PROVIDE ADDITIONAL VERTICAL REINFORCING OF #5 BARS AT EACH SIDE OF CONTROL JOINTS, CORNERS, INTERSECTIONS, EDGE OF OPENINGS, AND ENDS OF WALLS. GROUT SOLID ALL CELLS WITH REINFORCING AND BOND BEAMS. 12. UNLESS OTHERWISE NOTED, ALL BOND BEAMS SHALL HAVE (2) #5 BARS CONTINUOUS. FOUNDATION PLAN Scale: 1/8" = 1' -0" PLAN NOTES T /WALL ( +)8' -0" PROVIDE iaAST STONE WITH DRIPS AT EA EDGE. COPING TO BE MIDWEST G � STONE CW -08 OR EQUAL TO MATCH EXISTING COPING. INSTALL PER TE #2 TYP MANUFACTURER'S RECOMMENDATIONS INCLUDING SEALANT AT ALL HEAD JOINTS AND AT LEAST 2 STAINLESS STEEL DOWELS PER STONE. SET COPING STONES IN MORTAR BED WITH 3- WAY STAINLESS STEEL THROUGH WALL FLASHING. Real Stone Cap PROVIDE REAL STONE VENEER CUT TO 2" THICKNESS OR PROVIDE REAL THIN STONE VENEER AS MANUFACTURERED BY ROLLING ROCK BUILDING STONE, INC. MATCH EXISTING GONDOLA BUILDING. APPLY TO MASONRY WALL WITH LATICRETE PREMIUM MORTAR BED /LATICRETE MASONRY VENEER MORTAR AND POINT WITH LATICRETE MASONRY POINTING MORTOR (OR EQUAL). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. _ w z N Q T /EXIST SLAB ( +)0' -0" 1. CJ INDICATES WALL CONTROL JOINT. SEE STANDARD DETAIL 401 ON SHEET S -701. L- 2. CORE SLAB AS REQUIRED FOR POST INSTALLATION. CD 3. ALL STEEL TO BE HOT -DIP GALVANAIZED AND PAINTED, COORDINATE COLOR WITH OWNER. FILL VENT AND DRAIN HOLES BY PLUGGING WITH ZINC SOLDER AND FILING OFF SMOOTH. !!_110 a1:11 9ZiTIA1 b2ril:1 :991In �Ll��yt iC �Z�Y�: G1► 1�iCil�lil '1��1�1:a►dlrl�.[Ki]NIZey 101f1►1C.�102[el11:9_1l. � 104 110] kJ 1 1 ri]1i7��:11J11►[eZKe7►[a] X- 14_1: 6.8" (FULLY GROUTED) MASONRY WALL TO BE REINFORCED WITH #5 @ 32" OC VERTICAL AND 8" HORIZONTAL BOND BEAMS AT TOP, BOTTOM AND MID HEIGHT OF WALL REINFORCED WITH (2) #5 CONT BARS. VERTICAL REINFORCEMENT TO BE FULL HEIGHT OF WALL. LAP BARS 48 BAR DIA AT SPLICE. SEE CIVIL DRAWINGS FOR LOCATION, AND EXTENTS OF NEW MASONRY WALL. 5 -110 7. EXISTING SLAB IS ASSUMED TO BE MINIMUM 8" THICK WITH MINIMUM SLAB REINFORCEMENT PER ACI AND TURNED DOWN MIN 48" FOR FROST PROTECTION. CONTRACTOR TO NOTIFY ENGINEER IF ACTUAL FIELD CONDITIONS DIFFER FROM ASSUMPTIONS. 'I Scale: 3/4" = 1' -0" POST INSTALLED ANCHORS 1. ALL CONCRETE EXPANSION ANCHORS SHALL BE GALVANIZED OR ZINC PLATED. 2. GROUT ALL CMU CELLS FULL WITHIN A 12" RADIUS WHEN CONCRETE ANCHORS ARE BUILT INTO CMU WALLS. 3. ALL BOLTS INDICATED AS CHEMICAL ADHESIVE ANCHOR (CAA) SHALL BE HILTI -HIT HY150 MAX SYSTEM OR APPROVED EQUAL. THE FOLLOWING IS THE MINIMUM ACCEPTABLE CRITERIA. ULTIMATE ULTIMATE SIZE EMBEDMENT TENSILE LOAD SHEAR LOAD 1/2" DIA 4 1/2" 19920 LB 23800 LB 3/4" DIA 6 3/4" 39940 LB 53520 LB #4 BAR (GR60) 5 3/8" 18000 LB - -- #5 BAR (GR60) 6 3/4" 27900 LB - -- * THE ABOVE ULTIMATE LOADS ARE FOR HAS RODS OR GRADE 60 REBAR IN 4000 PSI NORMAL WEIGHT CONCRETE. ALLOWABLE LOADS ARE SIGNIFICANTLY REDUCED. CONCRETE 1. MINIMUM NORMAL WEIGHT CONCRETE COMPRESSIVE STRENGTH (F'c) AT 28 DAYS 4000 PSI. CAST STONE DOWEL PIN LEVEL SCRATCH COAT AT TOP OF WALL CUT BLOCK AS REQ'D 8" BOND BEAM W/ (2) #5 CONT BARS TYP FULLY GROUTED CMU WALL SEE PLAN 8" BOND BEAM w/ (2) #5 CONT BARS TYP #5x48 DOWEL __TO MATCH VERT. REINF. DRILL & EPDXY MIN 5 5/8" EMBED 00 N 8" BOND BEAM w/ (2) #5 CONT BARS TYP i U_ > EXISTING FOUNDATION 1; Design Review Staff Approval By Joe Batcheller at 2:34 pm, May 24, 2013 TOWN OF VAIL 5/8" DIA ROD w/ TURNBUCKLE ATTACHED TO INSIDE OF EA GATE LEAF 1/2" x3/4" GALV PAINTED STL BAR WELDED AT TOP AND BOTTOM 1x6 ROUGH SAWN CEDAR FENCE BOARDS W/ SOLID COLOR STAIN TO MATCH ADJACENT STONE VENEER.-V 2x2x1/4 GALV PAINTED STL GATE FRAME. ALL WELDED CONSTRUCTION S -110 Scale: 1 1/2" = 1' -0" L1 1/2 "x2x1/4x0' -4" WELD TO GATE (INSIDE) HSS6x6x3 /8 GALV. PAINTED GATE POST w/ 1/4" CAP PL_, 5/8" DIA ROD w/ TURNBUCKLE ATTACHED TO INSIDE OF EA GATE AF 1x6 ROUGH SAWN CEDAR FENCE BOARDS W/ SOLID COLOR STAIN TO MATCH ADJACENT STONE VENEER.�� HEAVY DUTY SINGLE HINGE HASP HEAVY DUTY LIFT -OFF HINGES WELDED TO FACE OF GATE POSTS AND GATE FRAME. MIN 250 LBS PER PAIR CAPACITY 3 HINGES PER GATE LEAF 2x2x1/4 GALV PAINTED STL GATE FRAME. ALL WELDED CONSTRUCTION 1x3 ROUGH SAWN CEDAR W/ SOLID COLOR STAIN TO MATCH ADJACENT STONE VENEER. BEVEL ALONG TOP EDGE ANCHOR TO 1 x6 SLATS w/ #8x1 3/4" STAINLESS STL WOOD SCREWS (4 PLCS HORIZ) HSS6x6x3 /8 GALV. PAINTED GATE POST w/ 1/4" CAP PL HEAVY DUTY LIFT -OFF HINGES WELDED TO FACE OF GATE POSTS AND GATE FRAME. MIN 250 LBS PER PAIR CAPACITY 3 HINGES PER GATE LEAF BUILDING LOADS AND FACTORS PER 2012 IBC WIND LOADS RISK CATEGORY II BASIC WIND SPEED (3 SEC. GUST) 115 MPH WIND EXPOSURE C MAXIMUM DESIGN WIND LOAD 38 PSF SPECIAL INSPECTIONS SEE SPECIFICATIONS FOR ADDITIONAL INSPECTION AND TESING REQUIREMENTS. Masonry Level 1 1. Verify the following at beginning of construction: a. Proportions of site - prepared mortar. b. Construction of mortar joints. C. Location of reinforcement, connectors, prestressing tendons and anchorages. d. Prestressing technique. e. Grade and size of prestressing tendons and anchorages. 2. Verify the following: a. Size and location of structural elements. b. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction. C. Specified size, grade and type of reinforcement. d. Welding of reinforcing bars. e. Protection of masonry during cold weather or hot weather. f. Applications and measurement of prestressing forces. 3. Verify the following prior to grouting: a. Grout space in clean. b. Placement of reinforcement and connectors and prestressing tendons and anchorages. c. Proportions of site - prepared grout and prestressing grout for bonded tendons d. Construction of mortar joints 4. Verify grout placement to ensure compliance with code and construction document provisions a. Grouting of prestressing bonded tendons 5. Observe preparation of any required grout specimens, mortar specimens and /or prisms. 6. Verify compliance with required inspection provisions of the construction documents and the approved submittals. WELD 1/4" STL PL ON TOP GRIND 45 DEG BEVEL / HSS6x6x3 /8" GALV PAINTED ALONG EDGES GATE POST w/ 1/4" CAP PL HSS2x2x1 /4 GALV PAINTED STL GATE FRAME. ALL (rl WELDED CONSTRUCTION 1/4" GAP AT BOTTOM Ck CE FOR DRAINAGE TYP - 6'-6" 6 1x6 ROUGH SAWN CEDAR FENCE BOARDS W/ SOLID COLOR STAIN TO MATCH 4 ADJACENT STONE VENEER. j j S -110 1 -- o I I 1' -6" DIA CONIC FTG TYP � I I S -110 Scale: 1/2" = 1' -0" M S -110 Scale: 1 1/2" = 1' -0" I I I 5 1 -110 1/2" FILLER @ SEALANT BETWEEN NEW AND EXISTING FOOTING I I I I I 1 I I I I I I I L - -I -L S -110 5 Scale. 3/4" = 1' -0" 1 "x 1/2" GALV PAINTED STL CHANNEL WELD TO GATE FRAME 1/2" x3/4" GALV PAINTED STL BAR WELDED AT TOP AND BOTTOM HSS2x2x1 /4 GALV PAINTED STL GATE FRAME. ALL WELDED CONSTRUCTION 1 "x 1/2" GALV PAINTED STL CHANNEL WELD TO GATE FRAME 1/2" x3/4" GALV PAINTED STL BAR WELDED AT TOP AND BOTTOM 1 1x3 ROUGH SAWN CEDAR W/ SOLID COLOR STAIN TO MATCH ADJACENT STONE VENEER. BEVEL ALONG TOP EDGE ANCHOR TO 1 x6 SLATS w/ #8x1 3/4" STAINLESS STL WOOD SCREWS 1 "x 1/2" GALV PAINTED STL CHANNEL WELD TO GATE FRAME BENT PL DKETS DIA CANE BOLT :)ENED POSITION DIA CANE BOLT -OSED POSITION E DRILL INTO EXIST SLAB A HOLE MIN 5" DEEP Dewberry DEWBERRY ARCHITECTS, INC 401 SW WATER ST SUITE 701 PEORIA, IL 61602 -1530 309.282.8000 Phone 309.282.8001 Fax Z 0 O w C/) < U J v 1- z C O m U� w 2 cc �L QT U O U �- _ °° O 0 w � O z� z O 3: O OJ _-:1 U � Z U) Q U J w 3: �- z W Q °o cfl O U Q I 1 I ° Zo o \ / 1 F� oo I I 1 1x6 ROUGH SAWN CEDAR FENCE BOARDS W/ SOLID COLOR STAIN TO MATCH 4 ADJACENT STONE VENEER. j j S -110 1 -- o I I 1' -6" DIA CONIC FTG TYP � I I S -110 Scale: 1/2" = 1' -0" M S -110 Scale: 1 1/2" = 1' -0" I I I 5 1 -110 1/2" FILLER @ SEALANT BETWEEN NEW AND EXISTING FOOTING I I I I I 1 I I I I I I I L - -I -L S -110 5 Scale. 3/4" = 1' -0" 1 "x 1/2" GALV PAINTED STL CHANNEL WELD TO GATE FRAME 1/2" x3/4" GALV PAINTED STL BAR WELDED AT TOP AND BOTTOM HSS2x2x1 /4 GALV PAINTED STL GATE FRAME. ALL WELDED CONSTRUCTION 1 "x 1/2" GALV PAINTED STL CHANNEL WELD TO GATE FRAME 1/2" x3/4" GALV PAINTED STL BAR WELDED AT TOP AND BOTTOM 1 1x3 ROUGH SAWN CEDAR W/ SOLID COLOR STAIN TO MATCH ADJACENT STONE VENEER. BEVEL ALONG TOP EDGE ANCHOR TO 1 x6 SLATS w/ #8x1 3/4" STAINLESS STL WOOD SCREWS 1 "x 1/2" GALV PAINTED STL CHANNEL WELD TO GATE FRAME BENT PL DKETS DIA CANE BOLT :)ENED POSITION DIA CANE BOLT -OSED POSITION E DRILL INTO EXIST SLAB A HOLE MIN 5" DEEP Dewberry DEWBERRY ARCHITECTS, INC 401 SW WATER ST SUITE 701 PEORIA, IL 61602 -1530 309.282.8000 Phone 309.282.8001 Fax Z 0 O w C/) < U J v 1- z C O m U� w 2 cc �L QT U O U �- _ °° O 0 w � O z� z O 3: O OJ _-:1 U � Z U) Q U J w 3: �- z W Q °o cfl O U Q SEAL KEY PLAN SCALE As indicated 1 OWNER COMMENTS 05/20/13 No. Description Date REVISIONS DRAWN BY NRH APPROVED BY MJM CHECKED BY NRH DATE 04 -19 -13 TITLE GENERAL STRUCTURAL NOTES, PLANS & DETAILS PROJECT NO. 50056735 S-110 SHEET NO. Dewberry' z 48 BAR DIA" o w CORNER BAR hQLL 1. USE SEALANT W n t SID E5 c m w SEE NOTE 1. dT \ Fi4f10 H1,IBtltH EJ ■5 VFFIT 0 FA - SIDE OF CJ LLB 0 - Z d J P'. PREFAB iICATE D`T" TRUSS TYPE BED JOINT REWF, LAP P1iLI M3FiK7AiE0 •T'€IiDOER ' ... .: ... - 8" NItJ- AT $pL1O E$ TYPE NV,QNT MINF. LAP _ 5' IVIN AT SPLICES ALTERNATE SASH SEE NOTE t. COURSES BLOCK_ SEE /S VEM $ ALL v _ X15 PERT ALL 45 VEST 466AR OPNA �' CORNERS fly , _ Y Cc' _ OWELOR • it ! I'MJTINUDUS BAR C •. AT CONTRACTORS OPTCN ` SEE NOTE I. NOTE: CORNER BARS AND DOWELS SHALL BE THE SAME SIZE AND NUMBER AS THE BOND MAM REINFORCWG LIN LESS OTHERWLSE NOTED, STANDARD CONTROL STANDARD BED JOINT REINF, STANDARD BED JOINT REINF. STANDARD BOND BEAM 401 JOINT IN CMU WALL ". 404@ WALL CORNERS 406@ WALL CORNERS ". 407 CORNER REINF. ". 5oWo: 314 1' -O° 5GWO: 3r4'. V-Q' 5"el 314 T-T $We: 314 I'-Q" Dewberry' z o w 0 U z c m w CL dT Q U O Z CO c d LLB 0 O Z d J (o W I_ } D z Ir U) CC Lu W d SEAL KEY PLAN SCALE 314"- V-T RKV'5*"$ DRAWN BY NRH APPF,,DVFDFIY M.IWC CHECKEDBY NM DATE 04-ISIS TITLE STANDARD STRUCTURAL DETAILS I'ffaiLC[ NU. h181Y6m S-701 SHEET NO.