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HomeMy WebLinkAboutDRB16-0211_T-3_1478908125.pdf DocuSign Envelope ID:690D627E-2B11-425F-82E0-BBC3B35CA24CF 6816 46 .0 ec *r 0 Ali. tp oirf DRB J U I S I C T I O\ A L APPROVED 6/:/2016 12:00:00 API — CENTERLINE 0 FND. MONUMENT OH—E/T OVERHEAD SERVICE APPROVAL CONDUCTORS 1 0 la„.•.I.P P'_ i a t&t ... ...0 CHAIN LINK FENCING S FUSE r/i///////'v///v///4J PLYWOOD STRUCTURAL STEEL NOTES: 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN CIRCUIT BREAKER G GENERATOR PROPERTY/LEASE LINE ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 188 INVERNESS DRIVE WEST, STE #400 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. 0 0 o ENGLEWOOD, CO 80112 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC — — — —A— — — COAXIAL CABLE ;°o o°0 o0�o,0og.40 , GRAVEL A REVISION "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"95) CONNECTIONS AND SHALL HAVE C COAXIAL CABLE, DASHED LINE X GRID REFERENCE SAND PROPRIETARY& CONFIDENTIAL TO AT&T WIRELESS MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. INDICATES UNDERGROUND ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO AT&T 4. NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS • COMPRESSION, CLAMP, OR DOUBLE 0 GROUND ACCESS WELL AM% SECTION REFERENCE WIRELESS IS STRICTLY PROHIBITED NOTED OTHERWISE. HOLE LUG TYPE GROUND CONNECTION 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN a a CONCRETE ur GROUND BUS BAR A SET POINT RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, © DETAIL REFERENCE GROUND CONDUCTOR * SPOT ELEVATION REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ® DETAIL NO.2 ON SHEET E3 ALLOWABLE LOADS. CROWN DISCONNECT SWITH 0 GROUND ROD vi iliiiiiiii/7iiiil STEEL 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEEL WASHERS.OJ%ii."MAINT II II II II III EARTH r I GROUND ROD WITH ACCESS T TELEPHONE BOX I I (E) BRICK G GROUNDING WIRE, DASHED LINE — — — —T— — — TELEPHONE CONDUIT INDICATES UNDERGROUND E ELECTRIC BOX I . . -I GROUT OR PLASTER T TELEPHONE LINE, DASHED LINE INDICATES UNDERGROUND — — — —E— — — ELECTRICAL CONDUIT 0 LIGHT POLE 0 UTILITY METER (POWER) Vii,,... ©' ELEVATION REFERENCE LIGHT SWITCH 1—\___1 WOOD BLOCKING SOIL COMPACTION NOTES FOR SLAB ON GRADE: Mr 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE r A (E) MASONRY MATCH LINE WOOD CONT. AND PLACE CRUSHED STONE AS REQUIRED. 1 6-1-16 CITY COMMENTS 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. EXISTING ANTENNA • MECHANICAL GRND. CONN. flilWORK POINT 0 5-17-16 100%CONSTRUCTION 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR ■ EXOTHERMIC CONNECTION (CADWELD) Q NEW ANTENNA e XIT GROUND ROD B 5-4-16 90%CONSTRUCTION MAXIMUM DENSITY PER ASTM D 1557 METHOD C. TO GROUND RING AND COMPRESSION TO GROUND HALO 4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR A 4-18-16 90%CONSTRUCTION GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100% PASSING 1" SIEVE. REV. DATE REVISION DESCRIPTION COMPACTION EQUIPMENT: LEGEND 2 HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION A.B. ANCHOR BOLT FAB. FABRICATION(OR) PVC. POLYVINYL CHLORIDE CONDUIT Pd0 L1eFhti ABV. ABOVE F.F. FINISH FLOOR PWR. POWER (CABINET) °� �,�.efl ... �Ls �� ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE QTY. QUANTITY %�O ••..N'', ` p1ll ADD'L ADDITIONAL FIN. FINISH(ED) RAD.(R) RADIUS ,• A. • fj A.F.F. ABOVE FINISHED FLOOR FLR. FLOOR RAN. RADIO ACCESS NODE i •'.:B77BD065C43F... .5:11 1 A.F.G. ABOVE FINISHED GRADE FDN. FOUNDATION REF. REFERENCE .• •• u_ 49913 D: ALUM. ALUMINUM F.O.C. FACE OF CONCRETE REINF. REINFORCEMENT(ING) i j ��: i ALT. ALTERNATE F.O.M. FACE OF MASONRY REQ'D. REQUIRED l i :;-' `(� ANT. ANTENNA F.O.S. FACE OF STUD RGS. RIGID GALVANIZED STEEL Ifi�xec'•...... ..•• S APPRX. APPROXIMATELY F.O.W. FACE OF WALL RWY. RACEWAY l �i S/ONA� -�� ARCH. ARCHITECT(URAL) F.S. FINISH SURFACE SCH. SCHEDULE -`‘�.�..��� AWG. AMERICAN WIRE GAUGE FT.(') FOOT(FEET) SHT. SHEET BLDG. BUILDING FTG. FOOTING SIM. SIMILAR 6/3/2016 1 3:52:43 PM ET BLK. BLOCK G. GROWTH (CABINET) S.L.D. SINGLE LINE DIAGRAM BLKG. BLOCKING GA. GAUGE SPEC. SPECIFICATION(S) BM. BEAM GEN. GENERATOR SQ. SQUARE B.N. BOUNDARY NAILING GI. GALVANIZE(D) S.S. STAINLESS STEEL BTCW. BARE TINNED COPPER WIRE G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STD. STANDARD B.O.F. BOTTOM OF FOOTING GLB.(GLU—LAM) GLUE LAMINATED BEAM STL. STEEL B/U BACK—UP CABINET GPS GLOBAL POSITIONING SYSTEM STRUC. STRUCTURAL C CONDUIT GR. GROWTH TEL TELEPHONE CAB. CABINET GRND. GROUND TEMP. TEMPORARY PROJECT INFORMATION: CANT. CANTILEVER(ED) GSM. GLOBAL SYSTEM MOBILE COMMUNICATIONS THK. THICKNESS) C.I.P. CAST IN PLACE HDR. HEADER TMLP AT&T CIGBE COAX INSULATED GROUND HGR. HANGER LIMITED PARTNERSHIP LTE 3C BAR EXTERNAL HT. HEIGHT T.N. TOE NAIL CL. CENTER LINE ICGB. ISOLATED COPPER GROUND BUS T.O.A. TOP OF ANTENNA CLG. CEILING IGR. INTERIOR GROUND RING (HALO) T.O.C. TOP OF CURB COL041 45 CLR. CLEAR IN.(") INCH(ES) T.O.F. TOP OF FOUNDATION CO. CONDUIT ONLY INT. INTERIOR T.O.P. TOP OF PLATE (PARAPET) VAIL PUBLIC WORKS COL. COLUMN LB.(#) POUND(S) T.O.S. TOP OF STEEL CONC. CONCRETE L.B. LAG BOLTS T.O.W. OOF WALL 1309 ELKHOM DRIVE CONN. CONNECTION(OR) L.F. LINEAR FEET (FOOT) TYP. TPI CONST. CONSTRUCTION L. LONGITUDINAL) U.G. UNDER GROUND VAIL, CO 81657 CONT. CONTINUOUS LTE. LONG TERM EVOLUTION U.L. UNDERWRITERS LABORATORY d PENNY (NAILS) MAS. MASONRY UMTS. UNIVERSAL MOBILE EAGLE COUNTY DBL. DOUBLE MAX. MAXIMUM TELECOMMUNICATIONS SYSTEM DEPT. DEPARTMENT M.B. MACHINE BOLT U.N.O. UNLESS NOTED OTHERWISE D.F. DOUGLAS FIR MECH. MECHANICAL V.I.F. VERIFY IN FIELD DIA. DIAMETER MFR. MANUFACTURER W WIDE(WIDTH) DIAG. DIAGONAL MIGB MASTER ISOLATED GROUND BAR W/ WITH DIM. DIMENSION MIN. MINIMUM WD. WOOD DRAWN BY: CHECKED BY: DWG.DWL. DOWEL(S) METAL T. WEIGHT DRAWING(S) MTL.MISC. MISCELLANEOUS WEATHERPROOF EAJ JC EA. EACH (1\0 NEW C CENTERLINE EL. ELEVATION I\10.(#) NUMBER E PLATE SHEET TITLE: ELEC. ELECTRICAL N.T.S. NOT TO SCALE ELEV. ELEVATOR O.C. ON CENTER EMT. ELECTRICAL METALLIC TUBING OPNG. OPENING GENERAL REQUIREMENTS, E.N. EDGE NAIL P/C PRECAST CONCRETE ENG. ENGINEER PCS PERSONAL COMMUNICATION SERVICES LEGEND & ABBREVIATIONS EQ. EQUAL PLY. PLYWOOD EXP. EXPANSION PPC POWER PROTECTION CABINET EXST.(E) EXISTING PRC PRIMARY RADIO CABINET EXT. EXTERIOR P.S.F. POUNDS PER SQUARE FOOT SHEET NUMBER: REV.: P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED T. 3 1 GE \ EAL EQUIREVENTS 1 A3 3 EVIATI O \ S 3