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HomeMy WebLinkAboutB12-0585 REV3 PLANS.pdf B12 - 0585 i SITE DRAWINGS ® v CeA O SHEET NUMBER DESCRIPTION �a t&t s ^ T-1 TITLE SHEET L— LS1 SITE SURVEY(1 OF 2) LS2 SITE SURVEY(2 OF 3) w 10 INTERNATIONAL LS3 SITE SURVEY(3 OF 3) CA�TC E ARCHITECTURAL INTERNATIONAL y A-1 SITE GRADING PLAN SITE NAME: CROWN-VAIL A-2 ENLARGED SITE PLAN 9830 S. 51ST STREET ADDRESS: 1309 ELKHORN DRIVE SITE ID: 810106 A-3 CONDUIT&COAX ICE BRIDGE PLAN PHOENIX,AZ 85044-5677 VAIL, CO 81 657 A-3A TEMPORARY ELECTRIC&TELCO ROUTES A-4 NORTH MONOPOLE ELEVATION PLANS PREPARED BY: ADDRESS: 1309 ELKHORN DRIVE A-5 CROWNCASTLE ANTENNA MOUNT DETAIL SITE NAME: SUNBURST MONOPINE VAIL, CO 81657 A-6 AT&T EQUIPMENT LAYOUT&ANT.DETAIL A-7 CROWNCASTLE GENERAL NOTES @ws SITE ID: COU4145 S-1 STRUCTURAL DETAILS&NOTES CD-1 CONSTRUCTION DETAILS 13969 W. 1st Ave. Golden, Co 80401 CD-2 CONSTRUCTION DETAILS P:303-325-5606 F:303-325-5629 CD-3 CROWNCASTLE SIGNAGE DETAILS DIRECTIONS FROM 1-70 & 1-25 DENVER CO ` ELECTRICAL s�' �rR�u�x �. �z ` s���s � '� x .t £v�a�, s ` E-1 ELECTRICAL NOTES ��`e�o``,,�R.IAI�J/Sr��.t� - s x E-2 ELECTRICAL ONE-LINE V 1Q Sn TAKE 1-70 WEST TO VAIL.AT EXIT 180, TAKE RAMP RIGHT TOWARD E � � t E-2A TEMPORARY ELECTRICAL ONE-LINE cr p 5, ,., = ENTRANCE/VAIL.TURN RIGHT ONTO BIGHORN RD,AND THEN IMMEDIATELY ` y cs a 34610 —+ E-3 ELECTRICAL SITE PLAN I aalf �,��.s'� r ti �� ye • � TURN LEFT ONTO N FRONTAGE RD E ROAD NAME CHANGES TO S { E-4 GROUNDING PLAN r �� FF•••°•••0 �\G\\ FRONTAGE RD E. TURN RIGHT ONTO ELKHORN DRIVE AND PROCEED UNDER E-5 ELECTRICAL DETAILS� .". �.° � ss�ONAL E"\` E-6 ELECTRICAL DETAILS HIGHWAY.SITE IS ON WEST SIDE OF TOWN OF VAIL PUBLIC WORKS E-7 ELECTRICAL DETAILS FACILITY E-8 ELECTRICAL DETAILS r si E-9 AT&T ELECTRICAL DETAILS SITE DIRECTIONS xs E-10 AT&T ELECTRICAL DETAILS C E-11 AT&T ELECTRICAL DETAILS AT&T GENERAL NOTES z z0 PROJECT INFORMATION `T ,r:,' GN-1 GENERAL NOTES o ° u n t h z z z GN-2 GENERAL NOTES a � � o o z z NEW"NON-INHABITABLE"TELLECOMMUNICATIONS SITE CONSISTING o " ° GN-3 GENERAL NOTES U w z > > OF A CROWNCASTLE MONOPOLE&EQUIPMENT SHELTER w W GN-4 GENERAL NOTES o �� � �aaa L SURROUNDED BY A JERSEY BARRIER ENCLOSURE a � GN-5 GENERAL NOTES � N GN-6 SIGNAGE&NOTES N w \\ \ o VICINITY MAP REFERENCE DRAWINGS > a \\ \ L'i 0 N V n SHEET NUMBER DESCRIPTION TM-1 TOWER MFG.DRAWINGS DRAWN BY: KR TF-1 TOWER FOUNDATION DRAWINGS CHECKED BY: KS A&E FIRM: SITE DEVELOPMENT: ELECTRICAL ENGINEER: SURVEYOR: ES-1 EQUIPMENT SHELTER MFG.DRAWINGS DRAWING DATE: 11/14!12 i ESF-1 EQUIPMENT SHELTER FOUNDATION MFG ATECS,LLC. ATECS PRIEST ENGINEERING,INC. DRAWINGS 13969 W 1STAVE DALEYLAND SURVEYING,INC. SITE NUMBER:COU4145 I CONTACT.CHRIS STALEY 6909 SOUTH HOLLY CIRCLE,SUITE 304 10727 FLAGLER DR. SITE NAME:SUNBURST MONOPINE GOLDEN,CO 80401 16360 TABLE MOUNTAIN PARKWAY CENTENNIAL, CO.80112-1045 RECEIVED PARKER,CO 80134 CROWNCASTLE SITE NAME I PHONE:(303)325-5606 GOLDEN,CO 80403 PHONE:(303)773-8773 FAX(303)779-8333 CONTACT.ROB DALEY,PLS Date:O9/02�20�3 CROWN-VAIL CONTACT.-KHRISTOPHER SCOTT PE PHONE:(719)471-3365 CONTACT:ARWIN PRIEST TOW O F UA l 1.` By. BUSINESS UNIT NUMBER 810106 SITE ADDRESS SITE MANAGER CONSTRUCTION MANAGER ZONING MANAGER RF ENGINEER PROJECT MANAGER UTILITIES 1309 ELKHORN DRIVE ! VAIL,CO 81657 POWER COMPANY: TELCO COMPANY: EAGLE COUNTY HOLY CROSS ENERGY CENTURY LINK ; USA CONTACT:JEFF VROOM CONTACT:BARB DAVIS SHEET TITLE NAME: NAME: NAME PHONE:970-947-5425 PHONE:970-468-6860 EXT.2 L, : NAME: NAME: Know what's below. TITLE PAGE DATE: DATE DATE. DATE. DATE. Call before oU dig.g• SHEET NUMBER T-1 i TOPOGRAPHIC SURVEY v LEGENDSURVEYORS CERTIFlCATE ,^�Q� AT&T VAIL SITE 810106 re Electric Box -------- -- --- Centerline t, Robert Daley, a Professional Land Surveyor in the State of Colorado, do hereby wj�a certify only to Atecs, that on August 28, 2012 o topographic survey was © Electric Connection conducted under my supervision using the normal standard of care of Professional Edge of Asphalt LOCATED IN THE NORTHWEST QUARTER OF - Land Surveyors practicing in Colorado and the mop hereon accurately represents T.7 Fire Hydrant said survey, to the best of my knowledge. P.M. �+ Edge of Concrete SECTION 9 T.5.S. R.80W. 6TH M y� This drawing does not represent a Land Survey, Land Survey Plat, Improvement �/�� ,r t Coniferous Tree Land Survey Pot or Improvement Location Certificate and any monuments or CROWN"CPP Corrugated Plastic Pipe f boundary lines shown are for information only and are not to be retied on. f' T j �-. COUNTY OF EAGLE STATE OF COLORADO Water salve ° NATI .-- - � OE Overhead Electric 'This survey does not constitute a title search by this surveyor or Daley Land INTERNATIONAL yr ® Irrigation Control Box UE Underground Electric Surveying, Inc. of the property shown and described hereon to determine: r9 1. Ownership of this tract of land. O Inlet Grate 2. Rights-of-way, easements and encumbrances recorded or unrecorded affecting this twat of land. 9830 S. 51ST STREET 3. Compatibility of this description with those of adjacent tracts of land. tight Pole PHOENIX,AZ 85044-5677 PARENT TRACT ° ttIIlIRE11FFT". ��\ RT DG/Sl rr�� Job No. 0802-079 For and on behalf of PLANS PREPARED BY: FN CORNER SECTION 9 WBNESS CORNER FOR Daley Land Surveying, Inc.COUNTY 17011 Lincoln Ave 1361 X NiY SURVEYOR ALUM CAE EAGLE THE NORTH QUARTER 35 7 - CORNER OF SECTION 9 ? : COU FND 34'BLM ALUM CAP Parker CO. 80134 OECS S89'3149E 2333.84' \ r ���� RobertSDo ey, PIS 35597 BASIS OF BEARINGS `S89'31'49'E PARENT TRACT ranurr At561 72.42 13969 W. tat Ave. ^N NOTICE: According to Colorado law you ust commence any legal action based RECEPTION No. 33 Golden, Co 80401 h 200709523 S6lr LEGAL DESCRIPTION PARENT TRACT defect n nofeevent,tmay sany actionrrtbased years pon any edefect first this survey be such P:303-325-5608 F:303-325-5629 _ commenced more than ten years from the date of the certification shown hereon, FROM TITLE COMMITMENT PREPARED BY LAND 77TLE GUARANTEE COMPANY DATED 8-2-12, ORDER No. VC262040.1 SITE CONTROL Horizontal control is referenced to NAD83. rlmrosED p:"' - g13�02'W 153'F 29, BEGINNING AT HE NORTHWEST CORNER OF SECTION 9, TOWNSHIP 5 SOUTH, Vertical datum is NAVD88 and originates from the local C.O.R.S. network, utilizing _ - Sl N RANGE 80 WEST OF HE 6TH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE the GeoidO9 model. Ties wer made to NGS Benchmark Y290 Reset, Elevation Pacrosm ro•wwc OF COLORADO, THENCE SOUTH 89 DEGREES 31 MINUTES 49 SECONDS EAST 8506.2' PgOJEC •--'- Pcsrwvaauwn. 2333.84 FEET, ALONG HE NORTH LINE OF SAID SECTION 9, TO A POINT ON , SITE cu'cziar w E THE NORTHERLY RIGHT OF WAY FENCE LINE OF BASIS OF BEARINGS INTERSTATE HIGHWAY NO. 70; THENCE ALONG THE NORTHERLY RIGHT OF WAY Bearings for this map are referenced to the North line of the Northwest Quarter FENCE LINE OF INTERSTATE HIGHWAY NO. 70 AS FOLLOWS: SOUTH 67 of Section 9, T.5S., R.80W., assumed to bear 589'31'49'E, monumented as shown ' DEGREES 41 MINUTES 33 SECONDS WEST 415.82 FEET; THENCE SOUTH 78 hereon. j Are Length 45&43' S DEGREES 13 MINUTES 02 SECONDS WEST 1534.29 FEET, TO A POINT OF Radius 5580.00' 0 200 400 CURVATURE; THENCE 456.43 FEET ON A CURVE TO THE RIGHT WITH A RADIUS UTILITIES: CH Bearing NS&M'38 E OF 5580.00 FEET, THE CHORD OF WHICH BEARS SOUTH 80 DEGREES 33 1. The utilities which are readily visible upon the ground, such as manholes, CH Length 456.30' MINUTES 38 SECONDS WEST 456.30 FEET TO A POINT ON THE WESTERLY power and light poles, inlets, etc. were located by field surveys and shown SCALE: t' 200.00' LINE OF SAID SEC77ON 9; THENCE DEPARTING THE NORTHERLY RIGHT OF WAY hereon. Sub-surface utilities, if shown, are based upon field surveys of FENCE LINE OF INTERSTATE HIGHWAY NO. 70 AND FOLLOWING THE WESTERLY sub-surface utility locate marks determined by others. No guaranty is made LINE OF SAID SECTION 9 NORTH 00 DEGREES 18 MINUTES 21 SECONDS EAST as to the accuracy of the sub surface location marks. 565.11 FEET TO THE POINT OF BEGINNING. 2. The storm manholes shown hereon are vault type manholes. There was significant standing water in a majority of them making it impossible, without entering a confined space, to determine pipe size and material. m ot Y 3. It is possible that all of the storm and sewer manholes were not located as there were many employee and Town vehicles parked in the area. SITE DETAIL LGREEWOUSE Z 0 /t 0 N O OF W E _ TITLE COMMITMENT REVIEW NOTES FOR SCHEDULE B2 EXCEPTIONS L) � / W W Z S EXCEPTIONS 1 THROUGH 8 ARE STANDARD EXCEPTIONS AND ARE NOT HE TYPE TO BE DEPICTED HEREON. 0-U 0 20 40 / �""�- 9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND N C" ��� TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 29, 1903, IN SCALE: 1' m 20.00' / ,�� �' BOOK 48 AT PAGE 495. BLANKET IN NATURE;AFFECTS ENTIRE PARENT TRACT. Z ¢ 10. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN Z O O O / U. /� UNITED STATES PATENT RECORDED JUNE 29, 1903,W BOOK 48, AT PAGE 495. BLANKET IN NATURE,AFFECTS ENTIRE PARENT TRACT. O f dR_.__.._________. 11. LACK OF ACCESS TO AND FROM PUBLIC ROAD, HIGHWAY, OR STREET. DOES NOT AFFECT PARENT TRACT. NOT SHOWN Z N ASPHALT HEREON. _ _ 12. TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN AGREEMENT BY AND BETWEEN VAIL ' - TITERS 1 uILDINO ASSOCIATES, LTD., AND GAS FACILITIES, INC. RECORDED JULY 17, 1964 IN BOOK 183 AT PAGE 157. DOES NOT AFFECT DRAWN BY: RD JERSEY euz0 cF� WOOPOEB 8274' Ee PARENT TRACT. NOT SHOWN HEREON CHECKED BY: RD 0 NISER�- _ _ 13. UNDERGROUND RIGHT OF WAY EASEMENT GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN INSTRUMENT DRAIMNG DATE: 10/11/12 li PLASnC _ RECORDED AUGUST 30, 1978 IN BOOK 274 AT PAGE 368. DOES NOT AFFECT THE LEASE AREA.ACCESS OR UTILITY PIPE PROPS 14. EASEMENT. NOT SHOWN HEREON. BURDENS CARRIER_ EL:8279'i y... - ` ANDMBETWEENnTHE TOWNWOF VAIL NDHOLYNCROSSI AS SET FORTH IN CUTTON, INC. RECORDED AUGUSTT 3C 1990 IN BOOK NAME 9 SITE NUMBER: COU4145 �� t \ I r u[ uc`y - 15. UNDER RECEPTION NO. 534 AT PAGE 86. DOES NOT AFFECT HE LEASE AREA ACCESS OR UTILITY EASEMENT NOT SHO ME' SUNBURST MO -� _ LINE ORNSYSTEM,EAND INCIDENTAL PURPOSES, BYiINSTRUMENTORECORONDFEBRUARY 8RAN9995S�OWN ( l 0c � - SITE SITE NAMENO HEREON. OR DISTRIBUTION PINE TOP TRLE TOP TREE 686204. DOES NOT AFFECT THE LEASE AREA ACCESS OR UTILITY EASEMENT. SHOWN HEREON. EL 930 f' \ EL:8301' 16. EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR ELECTRIC TRANSMISSION OR DISTRIBU7ON LINE, AND INCIDENTAL 3n- _`- ..��82 - -" - f PURPOSES, BY INSTRUMENT RECORDED OCTOBER 31, 2000, UNDER RECEPTION NO. 742909. DOES NOT AFFECT THE CROWN-VAIL Top TREE - - HEREON Top TR� Et_93o7r _" - _ 17. RCON1 CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FOR IN TRNCH, CONDUIT, AND VAULT UNIT NUMBER El:s3oo -" - - AGREEMENT RECORDED FEBRUARY 05, 2003 UNDER RECEPTION NO. 822647. DOES NOT AFFECT THE LEASE AREA, ACCESS �o roE TREE - OR UnLnY EASEMENT. NOT SHOWN HEREON. ;: EL: 18. EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR ELECTRIC TRANSMISSION OR DISTRIBUTION LINE, AND INCIDENTAL B 10106SS ERTY LINE -- - --- --- .�.-' �_� - - ��� PURPOSES, BY INSTRUMENT RECORDED JANUARY 23, 2004, UNDER RECEPTION NO. 865770. DOES NOT AFFECT THE p pOp LEASE AREA,ACCESS OR UTILITY EASEMENT. NOT SHOWN HEREON. i 19 ELECTRIC SITE ADDRESS EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR LEC C 1RANSMISSION OR DISTRIBUTION LINE, AND INCIDENTAL EL.8289 ER RECEPTION NO. 865771. DOES NOT AFFECT THE PLEASE ARM ACCESS OR U77UTY EASEMENT. SHOWNT HEREON. 1309 ELKHORN RIVE 20. EASEMENT GRANTED TO HOLY CROSS ENERGY, FOR ELECTRIC TRANSMISSION OR DISTRIBUTION LINE, AND INCIDENTAL VAIL,CO 81657 D R RECEPTION NO 201009159 DOES NOT AFFECT THE LEASE - 55 AREA ACCESS OR USA E COUNTY UTILITY EASEMEM: NOT SHOWN HEREON.E USA L u, PURPOSES, BY INSTRUMENT � , SHEET TITLE - _ TOPOGRAPHIC SURVEY - - (SHEET 1 OF 3) SHEET NUMBER L81 i I i f TOPOGRAPHIC SURVEY AT&T VAIL - SITE 810106 �at$Ct LOCATED IN THE NORTHWEST QUARTER OF SECTION 9, T.5.S., R.80W., 6TH P.M. COUNTY OF EAGLE, STATE OF COLORADO RR CCA��E INTERNATIONAL y 9830 S. 51ST STREET NW CORNER SECRON 9 WITNESS CORNER FOR PHOENIX,AZ 85044-5677 MIN ALUM CAP EAGLE THE NORTH QUARTER CORNER OF SECTION 9 COUNTY SURVEYOR FND 34"BLM ALUM CAP I PLANS PREPARED EtY: S89.31'49 E 2333.84' 19ISIS OF BEARINGS OECS PARENT TRACT RECEPTION No. PROPOSED 10'WIDE S89.31'49E DOSING unLrrr 200709523 TEMPORARY urarrY 7242 73989 W. tat Ave. EASEMENT FA6EMEN( Golden, CO 8()401 LINE eEAR�NC DISTANCE P:303-325-5606 F:303-325-5629 N L7 Ni6'47'38"W 108.60' L3 L2 N14'39'it E 33.82' c2 h L3 N82'02'S6"E 68.07' _ DALEYLAAD W LFASE AREA LNE TABLE SUR VEYWG,VV/. j ! N LINE BEARING DISTANCE t lo, "-"- .p•E 5675"- c4 N80'0445°E s.GD' N161'o 17011 LWCOLNAVE.,#361 h L5 S09-55.15-E 25.00' 1344.3; - _ -� PARKER,CO 80134 303 953 9841 a L6 S80'04'45W 51.00' 1 59'05"E = L7 N09'55'15'W 25.00' 1 N78 A 11 P.O.B. 20' PROPOSED 20'WIDE ACCESS- 20'ACCESS - 8,g _ 10'TEMP.UTILITY EASEMENT N80'04'45 E __�- 1 .D" -- EASEMENT 57.00' N Ny6.2433" PROPOSED 10'WIDE P.O.B. 110.43 ��-- -" PERMANENT UTILITY EASEMENT LEASE ARE4 --- - t0' p6 j4.E 493'S9 v 6 N } O POINT OF NT2 __ -"- CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE m i COMMENCEMENT -___- Ci Cl 5575.00' 442.16' 442.04 N80'29'22"E 4'32'39°.. J PROPOSED LEASE AREA C2 704.00' 84.86' 82.52' 57738'28°E 46'44'55° W E , 25'X 51' Z O ,4.7J' N63'O S U P.O.B. 0{.-�100 200 10'PERM.UTILITY Y�� N EASEMENT L z SCALE: i"- 100.00' ZO O a O 10 FOOT PERMANENT UTILITY EASEMENT 20 FOOT ACCESS EASEMENT 0 Of A 10 foot strip of land located in that parcel of land recorded in Reception No. 200709523 of the Public A 20 foot strip of land located in that parcel of land recorded in Reception No. 200709523 of the Public Records of Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Range 80 West of the Sixth N Records of Eagle County, o the Northwest Quarter of Section 9, Township South, Ronne West of the Sixth Principal Meridian, County of Eagle, State of Colorado, said 20 foot strip being 10 feet on both sides of the Principal Meridian, County of Eagle, State of Colorado, said 10 foot step being 5 feet on both sides of the W following described centerline: following described centerline: Z Q For the purposes of this description the bearings are based on the northerly line of said parcel recorded in - O N For the purposes of this description the bearings ore based on the northerly line of said parcel recorded in O Reception No.200709523 of the Public Records of Eagle County, assumed to bear South 89'3149"East. Reception No.200709523 of the Public Records of Eagle County, assumed to bear South 89'31'49"East. fn Ot Commencing at the southwest corner of said parcel of land recorded in Reception No. 200709523 of the Public Commencing at the southwest corner of sold parcel of land recorded in Reception No. 200709523 of the Public O Records of Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Range 80 West of the Sixth Records of Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Range 80 West of the Sixth � Z Principal Meridian, County of Eagle, State of Colorado, Principal Meridian, County of Eagle, State of Colorado, THENCE North 63'01'13"East o distance of 14.73 feet to the POINT OF BEGINNING, said point being 5.00 feet THENCE North 72'06'14"East a distance of 293.59 feet to the POINT OF BEGINNING. DRAWN BY: RD northerly of the southerly line of said parcel. CHECKED BY: RD THENCE parallel with and 5.00 feet northerly of said southerly line the following three courses: THENCE North 80'04'45"East o distance of 51.00 feet; DRAWING DATE: 10/26112 THENCE North 76'2433"East a distance of 110.43 feet; 1. Along the arc of a curve to the left a distance of 442.16 feet, said arc having a radius of 5575.00 THENCE North 78'59'05"East a distance of 1344.32 feet to a point of curvature; { feet, through a central angle of 4'3239", a chord bearing of North 80'2922"East, and a chord THENCE Along the arc of a curve to the right a distance of 84.86 feet to the southerly line of said parcel. I distance of 442.04 feet; said arc having o radius of 104.00 feet, o central angle of 46'4455. a chord bearing of South SITE NUMBER'COU4145 7738'28"East, and a chord distance of 82.52 feet 2. North 78'13'02"East a distance of 806.95 feet to a point hereinafter known as Point A; SITE NAME:SUNBURST MONOPINE The sidelines of said strip are to be lengthened or shortened to be perpendicular to the point of beginning and 3. Continuing North 78'13'02"East a distance of 587.55 feet to the POINT OF TERMINUS. to intersect the southerly line of said parcel. CROWNCASTLE SITE NAME The sidelines of said strip are to be lengthened or shortened to intersect the the westerly line of the 20' Containing 31808 Square Feet or 0.73 Acres, more or less. CROWN-NAIL Access Easement shown hereon and to be perpendicular to the Point of Beginning. I Containing 18384 Square Feet or 0.42 Acres, more or less. LEASE AREA BUSINESS UNIT NUMBER A parcel of land located in that parcel of land recorded in Reception No. 200709523 of the Public Records of 10 FOOT TEMPORARY UTILITY EASEMENT Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Range 80 West of the Sixth Principal 810106 Meridian, County of Eagle, State of Colorado, more particularly described as follows: A 10 foot strip of land located in that parcel of land recorded in Reception No. 200709523 of the Public For the purposes of this description the bearings are based on the northerly line of said parcel recorded in SITE ADDRESS Records of Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Range 80 West of the Sixth Reception No.200709523 of the Public Records of Eagle County, assumed to bear South 89'3149"East. Principal Meridian, County of Eagle, State of Colorado, said 10 foot strip being 5 feet on both sides of the 1309 ELKHORN DRIVE following described centerline: Commencing at the southwest corner of said parcel of land recorded in Reception No. 200709523 of the Public NAIL,CO 81657 For the purposes of this description the bearings are based on the northerly line of said parcel recorded in Records of Eagle County, in the Northwest Quarter of Section 9, Township 5 South, Range 80 West of the Sixth Reception No. 200709523 of the Public Records of Eagle County, assumed to bear South 89'31'49"East. Principal Meridian, County of Eagle, State of Colorado, EAGLE COUNTY j BEGINNING at Point A as described in 10 foot Permanent Utility Easement and shown hereon; THENCE North 74'02'42"East a distance of 292.37 feet to the south line of the 20'Access Easement USA THENCE North 16'4738"West a distance of 108.60 feet; described and shown hereon and the POINT OF BEGINNING. SHEET TITLE THENCE North.14'39'11"East a distance of 33.82 feet; THENCE North 80'04'45"East a distance of 51.00 feet: TOPOGRAPHIC SURVEY THENCE North 82'02'56"East a distance of 68.07 feet, to the westerly edge of the existing building and the THENCE South 09'55'15"East a distance of 25.00 feet; POINT OF TERMINUS. THENCE South 80'04'45"West a distance of 51.00 feet; The sidelines of said strip are to be lengthened or shortened to intersect the the northerly line of the 10' THENCE North 09'55'15"West a distance of 25.00 feet to the Point of Beginning Permanent Utility Easement shown hereon and to intersect the westerly edge of the existing building. Containing 1275 Square Feet or 0.03 Acres, more or less. (SHEET 2 OF 3) Containing 2055 Square Feet or 0.05 Acres, more or less. SHEET NUMBER �. LS2 1 I' i _ a LEGEND • Bollard -0-Power Pole Building �a Mt ,. N R ® Cable N Box i Sign Sidewalk W E ® Clean out 0=02 Post Sign Centerline I s TOPOGRAPHIC SURVEY EB Electric Box ❑ ®Sanitary Manhole CMP Corrugated Metal Pipe W E 61 R 60 ,2G AT&T VAIL SITE 81010 6 © Electric Connection ©Storm Manhole CPP Corrugated Plastic Pipe CCA INTERNATIONAL* 1 SCALE: T= 60.00' ® Electric Meter ® Traffic Control Box Edge of Asphalt I LOCATED IN THE NORTHWEST QUARTER OF QE Electric Manhole ®Traffic Control Cabinet Edge of Concrete 9830 S. 51ST STREET PR� SECTION 9, T.S.S., R.8OW., 6TH P.M. k Electric Transformer P9 Telephone Junction Box Edge of Gravel Rood PHOENIX,AZ 85044-5677 ICOUNTY OF EAGLE, STATE OF COLORADO U Fire Hydrant 0 Telephone Manhole Flowline PLANS PREPARED BY: f / FO Fiber Optic Manhole ® Telephone Pedistal 0 0 Chain Link Fence J. arECS l � ® Flag Pole " Coniferous Tree OE Overhead Electric // ASPHALT 19 Gas Meter 0 Deciduous Tree RCP Reinforced Concrete Pipe W I I - �' �I 13969 W. let Ave. Irrigation Control Box ® Utility Box Top Back of Curb Golden, Co 80401 P:303-325-5606 F:303-325-5629 r J ' A ® Inlet Grate El Utility Pad —UE— Underground Electric a Inlet Grate �W Water Manhole FO Underground Fiber Optic DALEYLAND � o z [�T�TTn���+��7��!! T7�T/r R MATERIALv m SIJlt YlilllV llj Jl�'l.. STORAGE AREA Light Pole ® Water Meter UG Underground Gas 17011 LINCOLNAM,#361 4% i 1 1 r ® Mailbox Water Valve U7 Underground Telephone PARKER,CO 80134 303 95-19841 I R � PIPE3TIC .,.,. PLASTIC oD j7 Flood Light UW Underground Water PIPF BUI�ING ® Manhole U N PARCEL BOUNDARY c Z Z W E o v U :J °e W LLI 6 ,y,Y INLET WITH 18• n- �1A` �"`�r`d- PLASM PIPE 0 60 120 ��- INLET WITH 14• ROCR �-c __ � 1 \ __ i _PLIST/C PIPE �� _G <- 00 MATERIAL STORAGE AREA - \ RETAINING --�_'uc �- _ W SCALE: 1•= 60.00' WAits __�_ � _ N F - I _ WOOD BU/LD/NC -\�^�a° O N 59, �l INLET WfRI 24• INLET WITH 18• On .. � �� CONCRETE PIPE // _ �- (n _ _ MEfAI PIPE / INLET WITH 18• /�� INLET W/M 18• �" •: - ' INLET WITH 18• O /l- PLASTIC PIPE ':=7i; .- CONCRElE PIPE / erg l/ i� \�\ ' // i PLASTIC PIPE Z / — /� mma eun �nma \\1� � �n / i/ / /1 / Ja __—PIPE / _ O�GE pStFA // // r'-/ ssea, ama am \`' exaa J -�'INtEf WITH 24 _ .; FUEL SILL \ �)� - / ASPHALT mar ', \ ' aa� �,u DRAWN BY: RD 51 , asa �--- PLASTIC PIPE :I}}C•.�.'5.. vALVE ,� 1s•MEru= 1 uo �' CHECKED BY: RD -, azw, MATBRNy 1 / / •' coNCRErf ®� ASPHALT T n; \ B�LODINC \ >_ _ - �,� _ DRAWING DATE: 10/26/12 / ( PIPE .r 1 : 7 - SITE NUMBER:COU4145 vn INLET WRH 24• , _ _ w, �a PLASM PIPE SITE NAME:SUNBURST MONOPINE J' � ��•: '-�- Gc -- INLET WITH 24• - - --- - PLASTIC PIPE 8•Pvc CROWNCASTLE SITE NAME ASPHALT / �J BLOCK BUILDING --- / // / / ASPHALT — 8•PVT INLET PLASM PIPE ' CROWN-VAIL BUSINESS UNIT NUMBER INLET WITH 18• J - ASPHALT ana "aa_ METAL PIPE 810106 s m m N ASPHALT '- - ® exaa erAa PAR BOUNOAR{ EBLY EOGE OF ASPHALT SITE ADDRESS _ �a �4 NoTRR DRIVE VAIL,CO 81657 a / 12•PLASM x'12 METAL 8•Pvc - -"°'�� e•� EAGLE COUNTY PIPE PIPE � M+'e'a• USA sN+ D INLET WITH 18• M wOLDING ETAL PIPE—� �F �w SHEET TITLE TOPOGRAPHIC SURVEY INLET WITH 18• METAL PI �._... _ PE SHEET 3 OF 3 ° ^_ SHEET NUMBER C i / / �a t `-ASPHALT ACCESS--_ / DRIVE / i EXISTING GRADE AT LEASE CORNER: 8620'-0" FINISH GRADE AT LEASE CORNER: 8260'-0" elAPYE NEW CROWNCASTLE ASPHALT LEASE AREA cxP INSIDE JERSEY BARRIERS / —ca INTERNATIONAL EX. GRADE AT CENTER OF FUTURE EQUIPMENT SHELTER: 8261'-9" / / SUB GRADE AT CENTER OF EQUIPMENT SHELTER: 8261 -5 / EX. AREA DRAIN �� 9830 S. 51 ST STREET FINISH ASPHALT GRADE AT SLAB: 8262'-1" !� ELEVATION AT TOP OF SLAB: 8262'-7" / IN��Cpv PHOENIX,AZ 85044-5677 _—ASPHALT ACCESS---_ EX. GRADE AT CENTER OF NEW EQUIPMENT SHELTER: 8262'-3" DRIVE PLANS PREPARED BY: SUB GRADE AT CENTER OF EQUIPMENT SHELTER: 8261'-7" �� `Qe — — — — — — — — — — FINISH ASPHALT GRADE AT SLAB: 8261'-11" / EX. BUILDING / ELEVATION AT TOP OF SLAB: 8262'-5" \ < EXISTING GRADE AT LEASE CORNER: 8262'-6" FINISH GRADE AT LEASE CORNER: 8262'-6" ..� 13969 W. let Ave. Golden, Co 80401 P:303-325-5606 F:303-325-5629 FINISH ASPHALT GRADE AT MONOPOLE "B" FOUNDATION: 8262'-0" ELEVATION AT TOP OF FOUNDATION: 8265'-6" EB \_ \ 6" COMPACTED ROAD e �\\ z� l �PDO RE. BASE TO 95% PROCTOR / Fe I r i j — \O ••��R j yM• F,p / W/ 2" NEW ASPHALT TO �� I Fa� O�'OQ FS••!n0 FINISH GRADE I � } ='� — — ` — f rr C :� �j 51 C�, i EXISTING GRADE AT LEASE CORNER: 8262'-0"' PR 34610 FINISH GRADE AT LEASE CORNER: 8262'-0" Fa�— , .O •ciz FINISH ASPHALT GRADE AT MONOPOLE A B" FOUNDATION: 8262'-0" n �Qe L 1 �(�� � ' ` =FO—lam �� •. •l� ELEVATION AT TOP OF FOUNDATION: 8265'-6" Nk EXISTING GRADE AT LEASE CORNER: 8262'-O"--,,--_ ; _ _ _ _ / FINISH GRADE AT LEASE CORNER: 8262'-0° _�� ` -'� `�/ �- - / l 6" RAISED ASPHALT EDGE TO _� r ` — / EX. DRAIN INLET _�/�" / m Y Y Y Y Y / — / / � — -DIRECT RUNOFF TO WEST BERM �_ ° L U 0 u EX. TREE, NP. / — � � � — � ' / / '/ / / / '_ / /' � =� � a � � o 0 0 HIGHWAY r ` ` / / / r ' p Li BERM \ 00 0 O DRAWN BY: KR CHECKED BY: KS DRAWING DATE: 11/14/12 260 SITE NUMBER:COU4145 SITE NAME:SUNBURST MONOPINE CROWNCASTLE SITE NAME CROWN-V A I L BUSINESS UNIT NUMBER 610106 o SITE ADDRESS z 1309 ELKHORN DRIVE VAIL,CO 81657 EAGLE COUNTY AREA USAGE USA CROWN LEASE AREA 1275 SQ FT SHEET TITLE SITE 4' 0 8' 16' 24' COMPOUND AREA 1275 SO FT GRADING PLAN 1 SITE GRADING PLAN SCALE: 1/8" = 1'-0" SCALE: 1/8"@t'-0" USED AREA 637.5 SO FT SHEET NUMBER A-1 mat&t iOf ----------- Of cas,APP ,,/�/�/K, — zJEE�r CpP � QQ I INTERNATIONAL y — '— — — — — — — — — - - - - - - - - - — / 9830 S. 51ST STREET PHOENIX,AZ 85044-5677 EX. BUILDING PLANS PREPARED BY: J / � W 51'-0" I \ ` 13969 W. let Ave. NEW JERSEY BARRIER, TYP. o Golden, Co 60401 (PAINT GRAY) 12'? 25_0 P:303-325-5606 F:303-325-5629 ***CONSTRUCTION NOTE*** `Q CONTRACTOR TO COORDINATE �EX. U/G PLASTIC STORM PIPE UTILITY INSTALLATION WITH THE Q .......'• La (TO BE RELOCATED) , { TOWN OF VAIL PROJECT 4Q S• NEW U/G PLASTIC STORM PIPE 5._0" o cee TO REPLACE EXISTING { MANAGER. T.O.V. WILL ADD (MAINTAIN REQUIRED MINIMUM NEW CROWNCASTLE 20'-0 X 11'-6" CROWN ADDITIONAL TRENCEH 34610 i SLOPE PER LOCAL CODE) ce EQUIPMENT SHELTER �o� / (TO MATCH MATERIAL & COLOR OF EX. BUILDING) NEW CROWNCASTLE FOP•'•. .•• •G�; 5`11 e MONOPOLE "B" NEW CROWNCASTLE MONOPOLE "A" (PAINT ***TEMPORARY POWER*** o (PAINT SW6160 "BEST BRONZE") I 5' 0" BEST BRONZE-) OVERALL DISTANCE: 301' +/- to o �eY { m Y Y Y RUN OVER GROUND IN SCH. 40 PVC CONDUIT ENCASE CONDUIT IN 2X4'S FOR PROTECTION MUST BE REMOVED BY 6/30/13 'n ° { B' N / ` �- r o LA "I \ - O { I •,i/gyp _ _ _ \ cee ,.... _ —�p0 _` z zo m• jl� � z o t= � r= NEW CROWN CASTLE / o 1 p �� " o ` ` / o JFp �e O v 0 z z v ID O —J_ �� a � � ooz 25'-0" X 51'-0" a .n A _—Fp Try ��vp �_ ASPHALT LEASE AREA �� e `F0 _ uE- w z > > o EX. STORM DRAIN cee 11'Ju" OJIV �' uE INLET TO REMAIN ` \ / _ ` NEW PERMANENT ELEC _ -� / — i _& TELCO RUNS F _ rn Ln TEMPORARY 200A METER & DISCONNECT ` f oh z __ TO BE PLACED ON TEMPORARY ` _ _ — - DRAWN BY: KR — — — — — — — — � H-FRAME/POLE NEAR THE TRANSFORMER CHECKED BY: KS I_l _ _ _ PER HOLY CROSS REQUIREMENTS — — — ' — _ _ _ DRAWING DATE: 11/14/12 7`12 SITE NUMBER:COU4145 IIIJJJ ' _ �� ` ! r ` ' ' SITE NAME:SUNBURST MONOPINE EXISTING PROPERTY LINE _ s CROWNCASTLE SITE NAME (SEE LS1)— — — l l CROWN-VAIL - -\r — _ BUSINESS UNIT NUMBER 810106 SITE ADDRESS 1309 ELKHORN DRIVE x VAIL,CO 61657 EAGLE COUNTY z AREA USAGE USA SHEET TITLE CROWN LEASE AREA 1275 SQ FT 2• 0 4' 6' 12• ENLARGED COMPOUND AREA 637.5 SQ FT SITE PLAN 1 PLACEMENT PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4'�i'-0' SHEET NUMBER [USED AREA 637.5 SQ FT A-2 NOTE: 1) ALL ICE BRIDGE(S) SHOULD BE INSTALLED TO A MINIMUM OF SEVEN (7) FEET ABOVE FINISHED GRADE ����L TO THE LOWEST COAX HANGER, AS TO PROVIDE AN UNOBSTRUCTED PATH TO ALL CUSTOMERS' NOTE: SHELTER/EQUIPMENT. SHELTER COAX ENTRY PORT UTILITY LOCATION VARIES PER LOCAL UTILITY COMPANIES. TRANSFORMERS AND TELCO D-MARKS 2) NO ICE BRIDGE STRUCTURE IS PERMITTED TO ATTACH TO THE TOWER OR THE TOWER FOUNDATION, 20_0" SHALL BE PLACED INSIDE ACCESS EASEMENT WHERE POSSIBLE, OR HAVE UTILITY INSTALLED AS CLOSE WITH-OUT NOTICE TO CROWN C.M. WHO WILL OBTAIN THE WRITTEN CONSENT OF CROWN'S ENGINEER `�� NEW CROWNCASTLE TO THE METERBOARD AS POSSIBLE OUTSIDE OF DEPT. ++++++ COAX ICE BRIDGE+ CeR ID CROWN'S LEASE AREA. + + + + NEW MONOPOLE FOUNDATION CCA011V 3) COAX CABLES SHOULD BE INSTALLED IN THE ORDER SHOWN OR BY THE STRUCTURAL ANALYSIS + + + + /l L DESIGN. + + + + (SEE MONOPOLE FOUNDATION DRAWINGS) NO OVERHEAD UTILITY SHALL BE INSTALLED WITH + + + + INrearlanor+at y IN THE COMPOUND OR WITH IN THE FUTURE + + + BUILD AREAS. 4) CUSTOMER COAX CABLES SHOULD NOT INTERFERE WITH ANY EXISTING SAFETY CLIMB CABLE OR TOWER +++ NEW AT&T COAX, NP. X7 LIGHTING FIXTURES. 9830 S. 51 ST STREET PHOENIX,AZ 85044-5677 NEW CROWNCASTLE MONOPOLE COAX & ICE BRIDGE SCALE: 1/2" 1'-0" 1' o z• a' 6' (SEE MONOPOLE MFG DRAWINGS) PLANS PREPARED 1 = SCALE: 1/2'=i'-0' 13969 W. let Ave. Golden,Co 80401 P:303-325-5606 F:303-325-5629 ,1 /t \ - - - RE —cam NEW JERSEY BARRIER, TYP. / Q F bp (PAINT GRAY) _ �,'.oQ�ER JA,yF• o I • S� 1 us 51'-0" � u'- � � � •� � • I 5,`4" EX. BUILDING ' �e FFSSIONAO-� � w ee I 5_0" ***CONSTRUCTION NOTE*** rm Y Y u Y C CONTRACTOR TO COORDINATE ce I UTILITY INSTALLATION WITH THE CUSTOMER #1 CONDUIT RUN oz TOWN OF VAIL PROJECT (1) 4" ELEC. & (1) 4" TELCO �$ MANAGER. T.O.V. WILL ADD u / REDUCED AT SHELTER AS ADDITIONAL 4" CONDUIT IN NEW REQUIRED CROWN CASTLE UTILITY TRENCH. _ z o N _ Z O U ccn 'n �- Elf O O Z NEW CROWNCASTLE I 1 PLACE CONDUIT PULL °- �- U u O p^ 1 BOXES AS NECESSARY 0 z > > ***TEMPORARY POWER*** °, ° ICE BRIDGE � N > OVERALL DISTANCE: 301' +/- n 2' I 1 _ w a ° w > N RUN OVER GROUND IN SCH. 40 PVC CONDUIT Y_ (2) 4" PVC TELCO CONDUITS TO N N ENCASE CONDUIT IN 2X4'S FOR PROTECTION ° P — MUST BE REMOVED BY 6/30/13 I o I 1 F - \�'I�J EX. ADMINISTRATION BUILDING � Foy rn d (p E �QIu�e IJ _7"' (INSIDE UTILITY EASEMENT)EAS�EMENT) p� FC�b JE� O 00 O\\ rck O r J ?e A .. • � m �F�� F<1 1 UE DRAWN BY: KR NEW CROWN CASTLE uE CHECKED BY: �� '' � � � DRAWING DATE:: 1 11/14/12 1 lrolQl i \ / ASPHALT LEASE AREA' _ (2) 4" PVC ELECTRICAL CONDUITS -� TO NEW TRANSFORMER (TBD) L _ —(INSIDE UTILITY EASEMENT) l _ SITE NUMBER:COU4145 — SITE NAME:SUNBURST MONOPINE r CROWNCASTLE SITE NAME TEMPORARY UTILITY �_�`��NEW —� _ CROWN-NAIL C - -- ELEC. RUN TO BE — — — — - - — — 6/30/13 i BUSINESS UNIT NUMBER -REMOVED BY f _ f � NEW TEMPORARY OVER ^ GROUND ELECTRIC RUN IN SCH. 40 PVC TO EX. POLE- r _ _ 810106 MOUNTED�NSFORMER f i — SITE ADDRESS -11—NE I 1309 ELKHORN DRIVE EXISTING PROPERTY VAIL,CO,81657 �— — -- — (SEE 1 I �— '.� EAGLE COUNTY _ / USA SHEET TITLE CONDUIT PLAN AND 2' o a' 6' 12' COAX ICE BRIDGE 1 CONDUIT PLAN SCALE: 1/4" = 1'-0" SHEET NUMBER Z SCALE: 1/4'=1'-0' ., A-3 m 2 cPP--�- CONE PROTECTION AREA O PULL IN cpP�� AROUND EX. LIGHT POLE PARKING SPACES & & FIRE HYDRANT CONSTRUCTION STAGING Q_ TEMPORARY a (& P ORT-0-JOHN LOCATION ___uE pQ EX. BUILDING CROWNCASTLE �__-�--------"- 75' ° LEASE/WORK AREA LINE RR Irl ww c 0TLE I INTERNATIONALy TEMPORARY CONSTRUCTION ���---- ALL TEMPORARY ELECTRIC wo STAGING AREA +/ fi -__ 9830 S. 51ST STREET m EQUIPMENT TO BE I 135 �'_ EXISTING EASEMENT REMOVED BY 6/30/13 ° �-T'-�-- � �!ff PHOENIX,AZ 85044-5677 NEW TEMPORARY OVER GROUND ELEC. RUN � � �--'� -�- __�' _--- - - ' -V ��� � ___��_ �%�-� _=� __.. PLANS PREPARED BY: (TO BE REMOVED BY 6/30/12 NEW TEMPORARY 200A 135' __�_- METER & DISCONNECT F _=�� �65 '' — 13969 W. 1st Ave. _ _ r - - _ - - F EX. U G - - -' - - - _ - - - r _ - - Golden, Co 80401 � _ P:303-325-5608 F.,303-325-5629 - ELECTRIC � F EX. PROPERTY LINE ---EX. UJ/G ELEC. TO (5) TEMPORARY NEW lit FRAME CONSTRUCTION PARKING FO = �QQ REn/s EX. UTILITY POLE SPACES ALONG '%-'__ i 82 J-= ��' O� u PROPERTY LINE CDOT R.O.W. _ = _ %%' i' '� _U & TRANSFORMER �, pQNERJgy�Fs•• CDOT� c� cP O R.O.W. 1 APPROX. MM 177 ' 177 LINE z 3461 ROM MM :� 8' 0 16' 32' 48' I I I ���F•••. '•�` 1 TEMPORARY ELEC. ROUTE SCALE: 1/16" = 1'-0" 18888mm SCALE: 1/16'_1'-0' ss�ONALE�G � EX. U/G ELECTRIC o z _/ Fo NEW TEMPORARY TELCO _ CONDUIT OVER ROOF 1 TO EX. TELCO ROOM 1 EX. BUILDING Z o r r 0 1- � Z z Un ( O O O GAS LINE ��- / o w w > 11 Ld a U of o' w EX. U/G ELECTRIC EX. GREENHOUSE, T P. EX. U/G ° i WATER LINE *** DRILLING NOTE: _ rn d DRILL RIGS FOR TOWER FOUNDATION WILL i EX. U/G STORM o 0 0 0 NEED 40' OF STAGING TO ON TOWER SITE DRAIN & INLETS �i' cn (SEE PLAN). DRILL WORK DURATION NOT �� �� EX. U/G STORM �� i DRAIN & INLETS i PROPOSED DIRECTIONAL !� 0 V TO EXCEED TWO DAYS _ i i EX. U/G BORING ROUTE FOR N WATER LINE TEMPORARY TELCO CONDUIT sW+�- DRILL RIG STAGING AREA / VERIFY ALL UTILITY �� DRAWN BY: KR (2) PULL IN PARKING SPACES / 40'-0' \� c OCATES IN FIELD ko EX. U/G SEW�snr1` DRAWING DATE:K CHECKED BY: & CONSTRUCTION STAGING 11/14n2 � �,�s� -' CONE PROTECTION AREA AROUND 1 �V // ^ �� EX. LIGHT POLE & FIRE HYDRANT 1 / -_ SITE NUMBER:COU4145_ 1 0" BORING EQUIPMENT 40 - _ SITE NAME:SUNBURST MONOPINE TEMPORARY PORT-O-JOHN LOCATION 51 / STAGING AREA CROWNCASTLE SITE NAME TEMPORARY \ / EX. BUILDING F0 --__ CROWN-NAIL CONSTRUCTION " - ___ STAGING AREA 75'-0 CROWNCASTLE _ __-- EX. U/G STORM DRAIN �-�- BUSINESS UNIT NUMBER LEASE/WORK AREA EX. PROPERTY LINE 810106 VCDOT R.O.W. EX. U/G SITE ADDRESS TEMPORARY CONSTRUCTION _ ^� ELECTRIC 1309 ELKHORN DRIVE -- �-_�_-' --' ,..� �---- ___ STAGING AREA - *** BORING NOTE: VAIL,CO,81657 °. +/ - �'� Y ''- - �- BORING WILL REQUIRE 40SF OF STREET EAGLE COUNTY ' l0 135' �i�===== ==�- off CUTTING ALONG WITH 1'X1' POTHOLES USA Y �-'-•---^-- EVERY 30' ACROSS ELKHORN DRIVE WITH SHEET TITLE �-_ ONE 6'X6' OPENING AT THE BUILDING TO INSTALL CONDUIT TEMPORARY UTILITY PLAN 6' 0 16' 32' 48' 2 TEMPORARY FIBER ROUTE SCALE: 1/16" = 1'-0" SHEET NUMBER z SCALE: 1/16"-t'-0" A-3A i i' NEW EQUIPMENT SHELTER M t&t SIDING TO MATCH EX. BUILDING COLOR & TYPE SEE SABRE INDUSTRIES MONOPOLES MONOPOLE DRAWINGS A & 6 20'-6" BOTTOM OF BASEPLATE V�AOJ /N® IS EQUAL TO FAA A I L L j T.O. BASEPLATE 10'-0" INTERNATIONAL yI ELEV. 8266'-0" DETERMINATION FILING L 6" ELEVATION BASED ON 4 61 T.O. PIER SURVEY s CONCRETE JERSEY BARRIER � ILL V. 8265'-6" o a PAINTED GRAY 9830 S. 51 ST STREET o ❑❑ iv PHOENIX,AZ 85044-5677 I ra FINISHED GRADE PLANS PREPARED BY. ELEV. 8262-0" .� . 1 kju I OECS 13969 W. let Ave. I Golden, Co 80401 1 P:303-325-5606 F:303-325-5629 2' 0 4' 8' 12° ��.�� 2 BASE ELEVATION SCALE: 1/4" = 1'-0" T3SHELTER & BARRIER NTS Pp0 RE�js SCALE: 1/4'-1'-0' 34610 °. T.O. POLE/ ANTENNAS, I ELEV. 57'-0" ee"ee4"A FT T1 �` C.L. AT&T ANTENNAS ®NAI ELEV. 53'-0" i STRUCTURAL ANALYSIS OF > o MONOPOLE BY OTHERS 1 m Y Y Y NEW MONOPOLE, ANTENNAS & z NEW CROWN CASTLE EQUIPMENT TO BE PAINTED NEW CROWN CASTLE MONOPOLE "B" "BEST BRONZE" — SW6160 MONOPOLE "4" (BEYOND SHELTER) z zo REFER TO MONOPOLE o o ° MANUFACTURE DRAWINGS FOR a D z MONOPOLE SPECIFICATIONS in w w o o a0 af FUTURE CROWN CASTLE NEW CROWN CASTLE w 0) (0 EQUIPMENT SHELTER EQUIPMENT SHELTER z o (TO MATCH EX. BUILDING REFER TO EQUIPMENT (TO MATCH EX. BUILDING W o 0 0 EX. BUILDING COLOR & SIDING) SHELTER MANUFACTURER COLOR & SIDING) o DRAWINGS FOR SHELTER m z SPECIFICATIONS T.O. SHELTER DRAWN BY: KR ELEV. 11'-0" CHECKED BY: KS DRAWING DATE: 10/26/12 0 I SITE NUMBER:COU4145 EX. GRADE SITE NAME:SUNBURST MONOPINE ELEV. 0'-0" CRO WNCASTLE SITE NAME �1�� � 1/ ��/, TOWER INFORMATION CROWN-NAIL I I MFG TOWER NAME: SABRE INDUSTRIES NEW CROWNCASTLE JERSEY REFER TO MONOPOLE I BUSINESS UNIT NUMBER MANUFACTURER DRAWINGS I I I BARRIER EQUIPMENT FOR MONOPOLE FOUNDATION i I I t ENCLOSURE (PAINT GRAY) HEIGHT AND TYPE: 5T-00" 810106 1 I TOP WIDTH: 25.63" I I I I SITE ADDRESS BASE WIDTH: 33.58" I I I I 1309 EIKHORN DRIVE I I i I VAIL,CO 81657 L_-J L__J TOWER LOCATION EAGLE COUNTY BUSINESS UNIT: 810106 TOWER ID: B TOWER ID: A LATITUDE: N39°38'31.25" USA SHEET TITLE LONGITUDE: W106°21'29.78 NORTH 4' 0 8' 16' 24' 1 GROUND ELEV: 8260 FT AMSL MONOPOLE ELEVATION 1 NORTH ELEVATION SCALE: 1/8" = 1'-0" 108WAM FAA DET.HEIGHT: 8265.85 FTAMSL SHEET NUMBER SCALE: 1/8'=1'-0" FND.HEIGHT: 3'-6" A-4 i i I ANTENNA FEEDLINE TMA ORIENT CUSTOMER STATUS MFG MODEL AZIMUTH TECH. TX/RX QTY SIZE QTY MFG MODEL A MID AT&T 53' PROPOSED ANDREW DB-XCP-4545A-R2M 90' UMTS 1900/850 2 7/8" e 0 B MID AT&T 53' PROPOSED KATHREIN 800 10766 90' LTE 700 LTE 2 2" C CAS E INTERNATIONAL* C MID AT&T 53' PROPOSED ANDREW DB-XCP-4545A-R2M 180' UMTS 1900/850 2 7/8" 9830 S. 51ST STREET D MID AT&T 53' PROPOSED KATHREIN 800 10766 180' LTE 700 LTE PHOENIX,AZ 85044-5677 i E MID AT&T 53' PROPOSED ANDREW DB-XCP-4545A-R2M 270' UMTS 1900/850 2 7/8" PLANS PREPARED EtY: F MID AT&T 53' PROPOSED KATHREIN 800 10766 270' LTE 700 LTE ^c �J 13969 W. let Ave. Golden, Co 80401 P:303-325-5606 F:303-325-5629 o�PpO REGI 34610 ssIDNh r nf cr ctf NEW MONOPOLE, ANTENNAS & m Y Y Y EQUIPMENT TO BE PAINTED SW6160 — "BEST BRONZE" NEW AT&T RRH, o TYP. X6 NEW AT&T ANTENNA, NEW CROWN CASTLE T—ARMS & TYP. X6 PIPE MOUNTS, TYP. Z z o F NEW AT&T SURGE o A a o u z U U n SUPPRESSION o DEVICE v w it o w AZIMUTH 270' n p AZIMUTH 90' ° a �O N ; o L E A B w o N r7 NEW AT&T DRAWN BY: KR I TMA, TYP. X6 CHECKED BY: KS STRUCTURAL ANALYSIS OF NOTE: MN AZ DENOTES MAGNETIC NORTH AZIMUTH; SEE DRAWING DATE: 10/26/12 MONOPOLE BY OTHERS �• NEW CROWN CASTLE MAGNETIC NORTH DEVIATION FOR TRUE NORTH MONOPOLE A" j LEGEND: TYPICAL ANTENNA MOUNTING LOCATION SITE NUMBER:COU4145 D C OMNI INVERTED OMNI UPRIGHT DISH PANEL ANTENNA SITE NAME:SUNBURST MONOPINE CROWNCASTLE SITE NAME BASE CROWN-VAIL BUSINESS UNIT NUMBER CL ANT— CL ANT.— ANT.—III 1 ANT. 810106 SITE ADDRESS o BASE 1309 ELKHORN DRIVE z VAIL,CO 81657 EAGLE COUNTY USA SHEET TITLE CROWNCASTLE ANTENNA MOUNT DETAIL 1' 0 2' 4' 6' 1 ANTENNA MOUNT LEVEL SCALE: 1/2" = 1'-0" SHEET NUMBER SCALE. 1/2'-1—0" A-5 i i �a t&t I 2AWWE INTERNATIONAL y i 9830 S. 51ST STREET PHOENIX,AZ 85044-5677 ! PLANS PREPARED BY: I i ! 13969 W. let Ave. Golden,Co 80401 P:303-325-5606 8303-325-5629 Pp0 RE�js SECTOR TYPE TECHNOLOG CABLE AZIMUTHI 0�R JgtijF �F A2 NEW-GSM/UMTS �o s°•. A3 NEW LTE FIBER 90' ° B2 NEW-GSM/UMTS COAX 80' 31,461 0 -, B3 NEW LTE FIBER C2 NEW GSM/UMTS C3 LTE FIBER 270' 6 2�1 CONTRACTOR TO REFER TO FINAL ONSTRUCTION RFDS FOR ALL RF DETAILS m Y z 0 U i NEW EQUIPMENT SHELTER SIDING TO MATCH EX. BUILDING N z COLOR & TYPE 2p-p" NEW MONOPOLE, ANTENNAS & az z o EQUIPMENT TO BE PAINTED o v NEW AT&T RRH, TYP. X3 D z SW6160 - "BEST BRONZE" a � z (I PER SECTOR) o' o T GSM GSM FRONT can w CO > " C BAIT BATS 1900 850 NEW AT&T ANTENNA, o a o ppC, ° TYP. X6 N rn �� AC 23" 23" Z F NEW AT&T SURGE o z a N 23" -� SUPPRESSION o_ 0 0 0 DEVICE v' 19" > o LTE FRONT AZIMUTH 270' 0 o AZIMUTH 90' z UMTS 5' I � DRAWN BY: KR 3'_p„ FUT. FUT CHECKED BY: KS p" �NTER�OR DRAWING DATE: 10/26/12 19- p1 E A3 TELCO ° q ° FlF BACKBOARD AC SITE NAME:SUNBURST MONOPINE P NEW AT&T TMA, TYP. X6 Io (2 PER SECTOR) CROWNCASTLE SITE NAME TELL LOC° STRUCTURAL ANALYSIS OF 182 O CAGEN. MONOPOLE BY OTHERS NEW CROWNCASTLE CROWN-VAIL COAX pEMARK G MONOPOLE, TYP. pORS PLUG 4'-p" (1 NEW, 1 FUTURE) BUSINESS UNIT NUMBER Biro° 810106 EW COLLAR MOUNT & SITE ADDRESS 0 1309 ELKHORN DRIVE z ANALYSIS BY MANUFACTURER VAIL,CO 81657 EAGLE COUNTY USA SHEET TITLE AT&T EQUIPMENT LAYOUT 1• 0 ;1j, 3' 4' 8' " — i " ,1 mm BOOM 0 2 4 6 SHEET DETAILS 1 EQUIPMENT LAYOUT SCALE: 3/8" = 1'-0" 2 ANTENNA DETAIL SCALE: 1/2 - 1 -0 SCALE: 3/8'=1'-0' SCALE: 1/2'=1'-0' A-6 t DIVISION 1 : STANDARD PROVISIONS DIVISION 2: SITE WORK-02100 �a`&t GENERAL NOTES EARTHWORK AND DRAINAGE 6. PRODUCTS E.DEMOLITION 1.DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE 1. ACCESS ROAD, ENTRANCES, TURNAROUND AREAS, SITE/LEASE AREA AND A.MATERIALS 1)DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO DIAGRAMMATIC ONLY. THE WORK INDICATED ON THE DRAWINGS SHALL COMPOUND AREAS ARE TO BE CONSTRUCTED TO PROVIDE PROPER DRAINAGE 1)FILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH OCCUPIED PORTIONS OF THE BUILDING. INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND SO TO ENSURE EASILY MAINTENANCE AND COMPACTED, EVEN AND LEVEL (THE STATE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION LABOR NECESSARY TO COMPLETE THE WORK. VERIFY ALL EQUIPMENT 2)DAMA E WORK NT REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK C O'/�/N LOCATIONS WITH PROJECT MANAGER. SURFACES FOR CUSTOMER ENJOYMENT AND FUTURE CONSTRUCTION ACCESS. DEPARTMENT STANDARD SPECIFICATION) FOR THE STATE IN WHICH THE TOWER IS DAMAGED BY CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. �`IO r MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. TO BE CONSTRUCTED. 3)AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE ALL L C 2.JO SITE A SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ON THE 2)SOIL STERILIZER SHALL BE EPA REGISTERED, OF LIQUID COMPOSITION AND EXTERIOR OPENINGS WITH WEATHERPROOF COVER. INTERNATIONAL* JOB SITE AND CONFIRM THAT WORK AS INDICATED ON THE CONSTRUCTION 2•VEGETATION CONTROL OF PRE EMERGENCE DESIGN. DOCUMENTS (ALSO KNOWN AS CONSTRUCTION PLANS CAN BE ACCOMPLISHED A.APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S _ 4)REMOVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOT ALLOW DEBRIS RECOMMENDATION (USE AS NEEDED 4 STABILIZER ZE IS BASED ON OR EQUAL T0 AA HTO STANDARD. FABRIC 5 AS SHOWN BEFORE PROCEEDING. )• AND RUBBISH TO ACCUMULATE IN BUILDING OR ON SITE. 983 S. 51ST STREET B.GRASS SEEDS SHALL BE APPLIED AND MAINTAINED AS RECOMMENDED BY THE 4)AGGREGATE S 3-NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE SEED PRODUCER (IF REQUIRED). B.EQUIPMENT PHOENIX,AZ 85044-5677 CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND OR DESIGN INTENT. THE CNEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED 1)COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THIS CLARIFICATION DIVISION 3: CONCRETE WORKS-03310 AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF PRIOR TO PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION• SUB-GRADE SHALL BE COMPACTED WITH EQUIPMENT APPROPRIATE FOR TYPE OF I REQUIRED). SUB-GRADE MATERIAL AND ACHIEVING A RUBBER TIRE PRESSURE OF 60 PSI, 1.QUALITY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, PLANS PREPARED BY: 4•INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S SHEEP'S FOOT PRESSURE OF 100 PSI, OR A VIBRATORY ROLLER WEIGHING SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR 3. SEQUENCING APPROXIMATELY SIX (6) TONS. ARE SHOWN OR SPECIFIED. WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. A. CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO ANY 2)SMALLER AREAS SHALL BE COMPACTED BY POWER-DRIVEN, HAND HELD A.AC1 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS", 5-CONTRACTOR SHALL VISIT JOB SITE PRIOR TO SUBMITTING A BID TO REVIEW CONSTRUCTION INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: TAMPERS. LATEST EDITION. SCOPE OF WORK AND EXISTING SITE CONDITIONS AFFECTING THE PROPOSED 1) TOWER PLACEMENTS AND FOUNDATION ELEVATIONS 3)FINISH GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATOR ROLLERS g,gCl 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" PROJECT, INCLUDING BUT NOT LIMITED TO, DEMOLITION, MECHANICAL SERVICE, 2) EASEMENTS AND ACCESS CENTER LINES (GC IS RESPONSIBLE FOR ALL WEIGHING AT LEAST SIX (6) TONS. AND ACI 318 ew"COMMENTARY", LATEST EDITION. ELECTRICAL SERVICE, ACCESS ISSUES, DRAINAGE, AND OVERALL COORDINATION, OFFSETS) NOTE:DENSITY TESTING IS REQUIRED ON ACCESS ROADS BOTH SUB-GRADE AND 13969 W. 1st Ave. 3 ENTRANCE, RADIUS POINTS AND SETBACK RIGHT OF WAYS IF REQUIRED) FINISH GRADE. CONCRETE REINFORCING STEEL INSTITUTE (CRSI),"MANUAL OF STANDARD / ( PRACTICE". Golden, Co 80401 6.ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE, P:303-325-5606 F:303-325-5629 INSTALLATION AND THEIR FINAL LOCATION ARE TO BE APPROVED BY CCUSA. 4) LEASE AND FENCE CORNERS COMPOUND SURFACES ARE ONLY REQUIRED AT CCI DISCREPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK 5) METER BOARD PLACEMENTS (EACH POST) TESTING REPORTS SHOULD BE INCLUDED IN THE CLOSE-OUT DOCUMENTS 2.REINFORCING MATERIALS: j WITH THE WORK AND CLEARANCE REQUIRED BY OTHERS RELATED TO SAID 6) DRAINAGE ELEVATION AND GRADING STATION ALONG THE ACCESS AND PACKAGE. /OiREINFORCING:ASTM A 615, GRADE 60 DEFORMED. EQUIPMENT. AROUND THE SITE. 7. EXECUTION &WELDING WIRE FABRIC:ASTM A185 WELDED STEEL WIRE FABRIC. PQ� REGIS 7) CONSTRUCTION BENCH MARK AND ELEVATION (NEAR THE SITE) C.SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS AND C� J 7,ALL WORK PERFORMED AND MATERIALS SHALL MEET THE HIGHEST TRADE PRIOR TO ANY CONSTRUCTION A. INSPECTIONS OTHER DEVICES FOR SPACING, AND SUPPORTING REINFORCING BARS IN •••••.. STANDARDS. AS A MINIMUM STANDARD, CONFORM WITH ALL APPLICABLE CODES, 8) ACCESS GATE PLACEMENT (IF REQUIRED) LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI �O�•• IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY OWNER ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS oQ�,ER JAtijFs••• REGULATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE B.THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION OR LOCAL JURISDICTION. SPECIFICATIONS. CONSTRUCTION OR PLACEMENT OF BACK FILL OR SUB-BASE MATERIAL 3.CONCRETE MATERIALS: • �C"�• AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE B.PREPARATION C.CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE. PERFORMANCE OF THE WORK. 1)CLEAR TREES GROUND TO SKY), BRUSH AND DEBRIS FROM SITE AREAS AND A PORTLAND CEMENT: ASTM C 150. TYPE ,. � 3461 D.THE SITE AREA WILL BE BROUGHT TO SUB-BASE COURSE ELEVATION AND THE ( B.AGGREGATES: ASTM C 330 AND APPROVED BY LOCAL D.O.T. AS ALKALI-SILICA r; ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. ACCESS ROAD RIGHT-OF-WAY AS DIRECTED BY PROJECT MANAGER. REACTION RESISTANT. __0 B.ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE E.APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. 2)PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC r WITH ALL APPLICABLE UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE F.GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER MATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW ORIGINAL GROUND LEVEL C.AIR-ENTRAINING ADMIXTURE: ASTM C 260 CERTIFIED BY THE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 0 ' •• BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO 3)UNLESS OTHERWISE INSTRUCTED BY CCUSA, TRANSPORT ALL REMOVED TREE, MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 9.CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY ENSURE GROWTH. BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL. 4.PROPORTIONING AND DESIGN OF MIXES: p•••'" •• SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE AND SHALL G.REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZED 4)PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL AND DESIGN MIX TO PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES: NA"•� SUPERVISE AND DIRECT ALL WORK. CONTRACTOR SHALL BE SOLELY AREA OR AS DIRECTED BY PROJECT MANAGER. COMPACT THE SOIL. A.AS PER MANUFACTURER DESIGN - TO BREAK ACCORDING TO RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, H.AFTER COMPLETION OF CONSTRUCTION BUT PRIOR TO THE FINAL PUNCH LIST 6)WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, REMOVE AND REPLACE MANUFACTURERS TESTING REQUIREMENTS. SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE INSPECTION, APPLY FOUR (4) INCHES OF STONE (1" OR SMALLER WITH FINES WITH SUITABLE SOIL. B.WEIGHT: 145 PCF. of rr af WORK UNDER THE CONTRACT. POST PROPER TEMPORARY CONSTRUCTION AND DUST) TO ALL GRAVELED AREAS (REFER TO GRAVEL PAVEMENT DETAIL). m Y Y Y SIGNAGE WITH EMERGENCY PHONE NUMBERS AND TEMP ASR FAA NUMBER C. INSTALLATION W/C RATIO: 0.44 MAXIMUM (NON AIR-ENTRAINED), 0.35 MAXIMUM / I. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 1)THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB-BASE COURSE C.(AIR-ENTRAINED). 10 PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND NOTE: NO TOWER STEEL IS TO BE PLACED ON THE TOWER FOUNDATION/S O THAN 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL 4. GRADING ACCESS ROAD AS REQUIRED IN ORDER THAT UPON EVEN DISTRIBUTION OF UNTIL THE CONCRETE CURE STATUS IS A MINIMUM OF (50%) PERCENT OF ~- PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. A. UNIFORMLY GRADE AREA TO BE SMOOTH SURFACE FREE FROM SPOILS RESULTING FROM FOUNDATION EXCAVATIONS THE RESULTING GRADE WILL THE TOWER MANUFACTURE'S SPECIFICATION. TESTING REPORTS ARE TO BE IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS .ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND CORRESPOND WITH SAID SUB-BASE COURSE. ELEVATIONS ARE TO BE FORWARD TO CROWN OR APPOINTED CONSTRUCTION MANAGER. COPIES OF 11 AND GRADE TO CROSS SECTION, TOPO LINES AND ELEVATIONS INDICATED. CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. THE EACH REPORT SHOULD BE INCLUDED IN THE CLOSE-OUT PACKAGE LOCAL CODE REQUIREMENTS. LO z 1) COMPOUND SURFACE GRADES ARE TO BE SLOPED TO DIRECT WATER 2)IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD CONCRETE TESTING REQUIREMENTS: z z LD 12-CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. AWAY FROM EQUIPMENT AND SHELTERS 70 PREVENT STANDING O . BEYOND THE LIMITS OF LEASE PROPERTY UNLESS AUTHORIZED BY CCUSA / AS SAMPLING FRESH CONCRETE PER ASTM EXCEPT C172, CEPT MODIFIED FOR 0 v AND PONDING WATER CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING AGREEMENT BY LANDOWNER. SLUMP TO COMPLY WITH ASTM C94. a CONSTRUCTION. 2) COMPOUND SURFACE SHALL BE COMPACTED TO A 907 MAXIMUM DRY TEST CYLINDER REQUIREMENT: DENSITY TO ALLOW PROPER STERILIZATION FOR ACCESS TO ALL 3)THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION, PRIOR TO v N ONE (1) SET OF SIX (6) CYLINDERS FOR EVER( 50 YARDS BATCH OR 1 V) w z CUSTOMERS FOUNDATION CONSTRUCTION, TO PERMIT USE FOR EQUIPMENT PASSAGE AND SET OF 6 CYLINDERS FOR EACH POUR. CYLINDERS (1) SHOULD BE TAKEN w � o w 13•SEAL ALL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR 3) DENSITY TESTING MAY BE REQUIRED AT CROWN'S DISCREPANCY DUE TO OBSERVATION DURING CONSTRUCTION OF THE SITE. FROM EACH TRUCK FOR AN EQUAL SAMPLING OF THE 50 YARD BATCH OR o a 0 0' F.M. APPROVED MATERIALS. QUESTIONABLE COMPACTION OF FINISH SURFACE GRADE OR SUB-GRADE. 4)AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. POUR. N 4) DITCHES/SWALES AROUND THE COMPOUND AREA AND ALONG ACCESS 5)WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO NOTE:.ALL CYLINDERS SHOULD NOT BE MOVED FROM THE SAMPLING AREA w 14.DETAILS AND SCHEMATICS ARE TO PROPOSE OR SHOW END RESULT OF THE ROAD. SHALL BE CONSTRUCTED SO TO PROVIDE A SMOOTH TRANSITION REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FOR A PERIOD OF 24 HOUR. ALL CYLINDER SHOULD BE COVER AND Z ¢ N DESIGN. MINOR MODIFICATIONS MAY BE NECESSARY TO SUIT JOB CONDITIONS BETWEEN EXISTING GRADES/SLOPE AND NEW PROPOSED GRADES. PROTECTED FROM DAMAGE AND FREEZING. AND DIMENSIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE 5) SITE GRADING AND DRAINAGE SHOULD BE CONSTRUCTED TO PREVENT SIX (6) INCHES OF STONE. ROLL AND COMPACT. O 0 0 0 WORK. PRIOR WRITTEN APPROVAL BY CROWN IS REQUIRED. WATER FROM ENTERING THE COMPOUND SURFACE OR THE ACCESS 6)PLACE FILL OR STONE IN SIX INCH MAXIMUM LIFTS AND COMPACT BEFORE ,QW N 0.TH TEST R 0 IR M NTS: BREAK 1 CYLINDER AT 3, 7, 14, 28 DAYS. > ROAD SUB-GRADE. PLACING NEXT LIFT. w 5.VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNER'S REPRESENTATIVE. B. MOISTURE CONTROL-UNIFORMLY MOISTEN OR AERATE SUB-GRADE AND NOTE: BREAKS CAN BE COMPLETED AFTER 3 DAYS AND BEFORE 14 DAYS Z N r EACH SUBSEQUENT FILL OR BACK FILL LAYER BEFORE COMPACTION TO 7)THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A WITH THE 2 SPACE CYLINDERS TO CONFIRM REQUIRED STRENGTH FOR 16.DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. WITHIN 2% OF OPTIMUM MOISTURE CONTENT. AREA A IN TWO FOOT BEYOND THE SITE FENCE AND SHALL COVER THE STACKING TOWER STEEL. DRAWN BY: KR DO NOT PLACE BACKFIELD OR FILL MATERIAL ON SURFACES THAT ARE AREA AS INDICATED. CHECKED BY: KS 17,CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN, HAZARD FREE, AND MUDDY, FROZEN OR CONTAIN FROST, SNOW OR ICE. 8)RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, DIVISION 4: STRUCTURAL STEEL-05120 DRAWING DATE: 10/26112 DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND EQUIPMENT REMOVED AND NOT C. STOCKPILING MATERIAL (TOP SOIL OR FILL DIRT) ON SITE, SHOULD BE PARKING AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1. SPECIFIED AS REMAINING THE PROPERTY OF THE OWNER, ETC. LEAVE PREMISES PLACED IN AND AREA THAT CAN BE CONTROLLED TO PREVENT WATER, SNOW, IN A VACUUM AND BROOM CLEAN CONDITION: FREE FROM PAINT SPOTS, DUST, OR ICE FROM EFFECTING MOISTURE CONTENT. STOCKPILES MAY HAVE TO g)RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. 1.QUALITY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS MAINTAINING ALL SYSTEMS EQUIPMENT IN A CLEAN WORKING ORDER UNTIL BE COVERED TO PREVENT ADD MOISTURE SO ACCEPTABLE FILL CAN BE 10)RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS A7 CULVERT OPENINGS. USED. ARE SHOWN OR SPECIFIED: SITE NUMBER:COU4145 j ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. D. DE-WATERING-PREVENT SURFACE WATER AND SUBSURFACE OR GROUND 11)SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER A.AISC "CODE OF STANDARD PRACTICE". SITE NAME:SUNBURST MONOPINE WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED DISTURBED AREAS, AND DITCHES AND DRAINAGE SWALES, NOT OTHERWISE CROWNCASTLE SITE NAME 18.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION SUB-GRADE, AND FROM FLOODING PROJECT OR BUILD AREA. RIPRAPPED. B.AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - 13TH EDITION PLANS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. ALL E. EROSION CONTROL-MEASURES SHALL BE MAINTAINED THROUGHOUT THE 12)UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR CULVERTS BE PLACED C.AMERICAN WELDING SOCIETY (AWS) D1.1-06, "STRUCTURAL WELDING CODE CROWN-VAIL UNDERGROUND UTILITIES AND GROUNDING SHALL BE SHOWN ON REDLINE DURATION OF THE PROJECT. SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY - STEEL." DRAWINGS AND DIMENSIONED FROM FENCE LINES OR PADS. PHOTOGRAPHS 1. ALL INLETS, DRAINS, PIPES, SWELLS, AND ROADS SHALL BE KEPT ADJACENT TO RAILROAD BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH 2.MATERIALS: ARE REQUIRED. TWO (2) COPIES OF REDLINED DRAWINGS WILL BE PROVIDED CLEAN AND FREE OF DIRT AND SILT. THIS GUIDANCE THE A & E FIRM SHOULD BE ADVISED IMMEDIATELY. BUSINESS UNIT NUMBER TO CROWN AND ONE (1) TO THE A & E FIRM FOR DEVELOPMENT OF THE 13)IN DITCH LINE WITH SLOPES GREATER THAN TEN PERCENT, MOUND A.STRUCTURAL STEEL PLATES, SHAPES AND BARS: ASTM A 36. AS-BUILD/SURVEY RECORD DOCUMENTS. DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL B.HIGH STRENGTH THREADED FASTENERS: ASTM A 325. 810106 5.SUBMITTALS SHALL BE POSITIONED AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE C.ELECTRODES FOR WELDING: E70XX OR MATCHING FILLER AS SPECIFIED IN A BEFORE CONSTRUCTION DITCH LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE AWS D1.1. SITE ADDRESS LANDSCAPE PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES OF THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE. AND EXITS. D.ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE j WAS INCLUDED IN THE CONTRACT, AN ITEMIZED LISTING OF PROPOSED COSTS D.WARRANTY WITH ASTM A 123. 1309 ELKHORN DRIVE UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING 1) IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE E.CEMENT GROUT: IF REQUIRED BY TOWER MANUFACTURER; FOLLOW MFG. VAIL,CO 81657 REQUIREMENTS). CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND SPEC. EAGLE COUNTY ! 2-SUBMIT FOR APPROVAL, 1/2 CUBIC FOOT OF THE PROPOSED SURFACE REPAIR AREA BACK AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE TO LEASE F.NON-METALLIC, SHRINKAGE-RESISTANT, 4000 PSI COMPRESSIVE STRENGTH USA COURSE MATERIAL. AREA PROPERTY OR SURROUNDING CAUSED BY CONSTRUCTION. GROUT, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: SHEET TITLE 2)SOIL STERILIZATION APPLICATION WILL GUARANTEE VEGETATION FREE 1.E000 N.S. BY EUCLID CHEMICAL CO. B. AFTER CONSTRUCTION ROAD AND SITE AREAS FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 2.MASTERFLOW 713 BY MASTER BUILDERS CROWNCASTLE I-MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON 3) DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO SOIL STERILIZED. FINAL INSPECTION. G.ALL TOWER STEEL THAT HAD GALVANIZING DAMAGE SHALL BE REPAIRED IN GENERAL NOTES 2•MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER. 4) LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, ACCORDANCE WITH ASTM A780, SECTION A2 "REPAIR USING ZINC-RICH 3•LANDSCAPING WARRANTY STATEMENT.(SEE LS-1) WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PAINTS." SHEET NUMBER f r A-7 i 3 v S1 SHELTER WALL ua t t NOTES: Z��2" FLAT WASHER 1 -0" �'"/ `(,( 1) DRAINAGE - SLOPE GRADE 2" 8" 2" AWAY FROM SHELTER MIN. 1/2" 3/4"0 x 2-1/4" BOLT — _ __ _ ___ N PER FT. MIN 5'-0". �A�'{/�/C - -- - - - - - - - - -- - O O �l / ILL f -1 OO TIE DOWN PLATE 2) REFER TO SITE PLAN FOR =___ °' u7 INTERNATIONAL y STOOP & PAD ORIENTATION. 2" FLAT WASHER BROOM FINISH Oo iv O 1"0 HOLE, 3) CONTRACTOR OPTION: #4 EMBE x PANSIO 9830 S. 51ST STREET ' WWF6x6-W1.4xW1.4 PLACE REBAR AT 18" O.C. EA. WAY AT EMBED EXPANSION STEEL BOTH TOP & I 2" CLEAR FROM SLAB BOTTOM ANCHOR CONC. SLAB PHOENIX,AZ 85044-5677 x BOTTOM W/ MIN. 2" MAY BE SUBSTITUTED FOR WWF. m COVER (TYP), SEE NOTE 3 I PLANS PREPARED BY: r T.O. STOOP 3 SHELTER TIE DOWNS NTS ELEV =100'-0" I 100'-0" 13969 W. 1st Ave. TOP OF SLAB ! STRUCTURAL NOTES Golden.Co 80401 P:303-325-5606 F:303-325-5629 S1 I ( 1.0 GENERAL CONDITIONS 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE IBC 2009 EDITION AND ALL OTHER APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONFLICT BETWEEN THE CODES, �ppQI REGI 4'x4' CONCRETE STANDARDS, AND REGULATIONS. SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE °. °""• T t, STOOP-BROOM FINISH THE MOST STRINGENT PROVISION. �� OQ�ER fA�(�J+•° VFY/ W/MFR. (TYP) (VERIFY LOCATION WITH 1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR ' SHELTER ORDERED) c 20•-0" SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE 346 ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY . "'a WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY �F•°° MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH V 0 2' 4' 6' THE CONTRACT DOCUMENTS, OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES A\ 1 FOUNDATION PLAN SCALE: 1/2" - 11-011 OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH THE WORK. �`s�ONAL SCALE: 1/2-@,'-D- 1.3 DO NOT SCALE DRAWINGS. >- o 0 o 1.4 VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS. m Y Y Y SHELTER FOUNDATION NOTES 1.5 SUBMIT ONE SEPIA AND TWO PRINTS OF ALL STRUCTURAL SHOP DRAWINGS. MARKED UP SEPIA SHALL BE z RETURNED. o 1. VERIFY DIMENSIONS WITH SHELTER MANUFACTURER. 1.6 DESIGN LOADS ARE: 2. REMOVE ALL LOOSE INORGANIC OR UNSUITABLE SOIL TO WIND SPEED 105 MPH 3 SEC EXP B N z UNDISTURBED BEARING STRATA W/ ALLOWABLE SOIL SEISMIC ZONE 1 Z z o O LAD 80 PSF BEARING PRESSURE OF 2000 PSF. SNOW d 3. CONCRETE STRENGTH SHALL BE 3000 PSI, MIN. 2.0 STEEL J ° cn w z > 2.1 MEET OR EXCEED THE FOLLOWING CODES & STANDARDS LATEST EDITION EXCEPT AS NOTED: o a° L 4. SLAB SHALL BE LEVEL f1/4" ( ) 5. SHELTER TIE DOWNS BY SHELTER MANUFACTURER. ANCHOR SHELTER IN A. STRUCTURAL STEEL...AISC SPECIFICATION & CODE OF STANDARD PRACTICE ACCORDANCE WITH -SHAPES AND PLATES...ASTM A572 N rn 6. ALL RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SHELTER SHELTER DRAWINGS -PLATES BENT OR COLD FORMED...ASTM A 283, GRADE C o 0 0 0 BY TERRACON NO: 25125082 DATED 9/6/12 SHALL BE WALL AND -PIPES...ASTM A 53, GRADE B L i FOLLOWED FLOOR -STRUCTURAL SHEETS, HOT ROLLED...ASTM A 510 -COLD FORMED STEEL TUBING...ASTM A 500 GRADE B X Z N -BOLTS, NUTS & WASHERS FOR ANCHOR BOLTS AND SECONDARY CONNECTIONS...ASTM A307 -ALL STEEL SHALL BE HOT-DIPPED GALVANIZED. DRAWN BY: KIR 6x6 W2.1 xW2.1 WWF 1-t CHECKED BY: KS FINISH GRADE B. WELDS...AWS E 70XX DRAWING DATE: 10/26/12 NZ, EXCEPTION IS TAKEN TO AISC CODE OF STANDARD PRACTICE PARAGRAPH 4.2.1 REGARDING OWNERS AND i. FABRICATOR'S RESPONSIBILITY FOR CONNECTION DESIGN AND DETAILING IS THE CONTRACTORS RESPONSIBILITY. _ __—_— ° = ENGINEER'S REVIEW OF SHOP DRAWINGS S FOR GENERAL CONSIDERATIONS ONLY AND DOES NOT CONSTITUTE AN I=I i I-I I M I�_1(1 ACCEPTANCE OF THESE RESPONSIBILITIES I BY THE OWNER AND/OR ENGINEER. SITE NUMBER:COU4145 —111 III-I i I=III=) _ SITE NAME:SUNBURST MONOPINE I I i III;I I —� i 3.0 STANDARDS FOR ALL CONCRETE WORK CROWNCASTLE SITE NAME CRUSHED STONE OR a 00 3.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318-99 OR LATEST. DETAIL REINFORCING IN CONFORMANCE CROWN-VAIL #3 TIE ® 24" D.C.------ .C. COMPACTED `r WITH ACI. SP66-88 OR LATEST. GRANULAR FILL BUSINESS UNIT NUMBER ' #4 CONT., 4 PL. ° ° 3.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR DIAMETERS. 810106 Q•9 17 V -------------- - 3.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON DRAWINGS. SITE ADDRESS —III 3" 3" 1309 ELKHORN DRIVE i 3.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE TIED TOGETHER. 6" MIN. CRUSHED VAIL,CO 81657 1'-p" EAGLE COUNTY STONE OR COMPACTED 3.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING. USA GRANULAR FILL 3.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO PLACING CONCRETE UNDER SLABS. SHEET TITLE i r 0 2' 4' 6 STRUCTURAL DETAILS 3.7 1/4•' CHAMFER ON ALL CORNERS AND EDGES. Sr NOTES 2 HAUNCHED SLAB SECTION SCALE: 1/211 = 1'-0" SCALE: 1/2"=V-0" 3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH OF 3000 PSI., 4" SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%. SHEET NUMBER 3.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO ASTM A 185. S-1 I i i 3/4" CHAMFER — (TYP.) ME"- 2'-0" CLEAR PIPE CAP (TYPICAL) o HORIZONTAL TRANSMISSION I V 90S SELF SUPPORTING ICE LINE HANGER BRACKETS CONCRETE FOOTER TO BE MIN. 36" BELOW BRIDGE KIT. CROWN GRADE OR 6" BELOW FROST LINE (WHICH EVER INTERNATIONAL CASTLE CAT #600.004 COAXIAL CABLE SUPPLIED IS GREATER) PIROD CAT #800577 BY THE CARRIER AND INSTALLED BY CONTRACTOR NOTE: 9830 S. 51ST STREET -TYPICAL DESIGN FOR CROWN OWNED ICE BRIDGE; USE CUSTOMER SPEC. PHOENIX,AZ 85044-5677 3-1/2.0 GALV. STEEL PIPE 0 COLUMN POST -SECURING ICE BRIDGE TO TOWER i FOUNDATION IS ABSOLUTELY PROHIBITED. PUNS PREPARED BY: i� -NO ICE BRIDGE SHALL BE LOWER THAN 7' �n FROM GRADE TO BOTTOM OF ALTHREAD AS (� SHOWN. T/ FINISH GRADE 13969 W. let Ave. T SUBGRADE -NO ICE BRIDGES SHALL BE INSTALLED IN Golden, Co 60401 A WAY THAT WOULD RESTRICT ACCESS TO P:303-325-5606 F:303-325-5629 SUBGRADE �� 00 o OTHER RE CUSTOMERS I AL AREAS.SITE OR ANY 4. PROOF ROLLED/ COMPACTED MINIMUM 3000 o�Q,p0 RE�,js,F PSI CONCRETE ; M ••��•� u—I i i—u l—i i i=1I l�n=i I i_n l=1 u- �.;•'NER JA�LI .. � COQ Fs'•• 1'-0" (MIN.) 3461 TOWER BASE FOUNDATION DETAIL PCT".": 1 ICE BRIDGE WITH EMBEDDED POST SCALE: NAl.� ��e N.T.S. L• } N' D� ctf M Y Y Y i Z AT&T COAX O U � LOWER PORT � z Z Z O O 0 U � acr z cro SUBGRADE PROOF V) w z > ROLLED/COMPACTED w Q� 0 w N CLASS 4 GEOTEXTILE MATERIAL z "MIRAFI-500X" (OR EQUAL) 2 0 00 0 > Z CLIMBING (n DRAWN BY: KR 2" MIN. OF NEW ASPHALT CABLING 0 CHECKED BY: KS -° LOWER DRAWING DATE: 10126/12 o a 0 PORT 4. °Q �11 P4 P, _ _ _ _ SITE NUMBER:COU4145 I=1 I I=1 1=III=1 I�=III=III=III=1 I I=�11=III=III-I I I-I I I-I 15--111-I I I=1 I _ _ _ _ SITE NAME:SUNBURST MONOPINE =III=III=III-I I-III-III-III=III=III=III=III-III=III=III=III=III-III- CROWNCASTLE SITE NAME n—iT ii %iii—i 1 i—i a—i n—i u—iii—iii NOTE: -USE OF SWALES AND/OR DRAINAGE CROWN-VAIL DITCHES FOR PROPES WATER RUNOFF AS NEEDED. BUSINESS UNIT NUMBER —AGGREGATE IS BASED ON STANDARD 810106 AASHTO. SITE ADDRESS —SLOPE NOT TO EXCEED Y" PER FOOT TO MAX. GRADE OF 6" FROM CENTER OF 1309E 81657 DRIVE COMPOUND TO EACH FENCE LINE. VAIL,CO O EAGLE COUNTY r USA °z SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER GROUND DETAIL SCALE: 3 MONOPOLE BASE LEVEL AND PORT LAYOUT SCALE: j N.T.S. Y CD-1 N.T.S. I i' 1A C�' k # xxx C AO�/N® BOLT DOWNS ASTL E (TYP.4) : x INTERNATIONAL y .x IDENTIFICATION LIFT PINS oX TELEPHONE OR 9830 S. 51ST STREET (TYP 2) ELECTRIC PART NUMBER: ?, PHOENIX,AZ 85044-5677 ' FCA243624FF4xx - s � PLANS PREPARED BY: ° 13969 W. let Ave. 0I I Golden, Co 80401 cV P:303-325-5606 F:303-325-5629 NOTE: ALL STUB-UP CONDUITS INSIDE PULL BOXES WILL BE 6" FROM TOP OF BOX AND HAVE PULL STRING AND CAPS �PpO REG/s�F �yoQ�,ER �� JA�jFs ��4 o 34610 2a PULL BOX DETAIL I.0 A`E: 1 NOT USED SCALE: iONAI..T.S. N.T.S. m Y Y Y TOP 8" SHALL BE STANDARD FILL PER SITE SURFACE DETAIL *TRENCH WIDTH AS REQ'D BY Z 0 UNEXCAVATED POWER/TELEPHONE CO.; OR QTY. OF CONDUITS 1 of CUSTOMER STUB-UPS SHOULD x III=III—I III=III—)I I= CONTRACTOR TO COORDINATE UTILITY Z z o INSTALLATION WITH THE TOWN OF VAIL 0 0 BE CAPPED OFF WITH PVC CAP ° -III—III=III- (=III=III=� PROJECT MANAGER. T.O.V. WILL ADD 0 D z AT GRADE LEVEL/WITH PULL GRADE Ii=III=III=I — — — III—I I Ed 117 ADDITIONAL 4" CONDUIT IN NEW CROWN E 00 STRING IN EACH z _ _ _ _ _ — — = (=1I(—III=III- CASTLE UTILITY TRENCH. (n w z > o a o I=III - I=III=III—III—III—III=III 'III—I I N — — , I I I I(( _ _ HTEL WARNING TAPE _� r_� _� I=I I_I �_ _� =I 1=�I�_� �_� �_ -YA" PVC TELCO CONDUIT 11—III- _ =1 I I=III=I I—III—III—I I _ _ _ _ _ w rn � 1=1 i 1 I_I I I_ —I i 1 1 I I—I I I-1 I El 1 0 — PVC SCHEDULE 80 CONDUIT F - I I—III—III—III- <;': —I II-1I1—I I I' Z N M \ i NOTE: ®CAUTION — RFE SIGN v (BLACK, YELLOW, WHITE) TO BE MOUNTED NEAR TOWER LEG ���� W/ CLIMBING CABLE. v� DO NOT RESTRICT CLIMBING ACCESS. O9 ASR SIGN TO BE MOUNTED AT TOWER BASE DURING R CONSTRUCTION. PRIVATE RED BACKGROUND CCA01 /IV ®CCUSA MARKETING/ ID SIGN 18"x24" ACCESS GATE (IF INSTALLED) W/WHITE LETTERING WHITE BACKGROUND L (INCLUDES SITE ADDRESS) SEE DRAWING CD-2 DETAIL #3 PROPERTY W/BLACK LETTERING INTERNATIONAL* CCUSA MARKETING SIGN: 14"x20" (BMA i SITES) FCC REGISTRATION NO WHITE BACKGROUND SIGN TRESPASSING W/RED LETTERING 5" WIDE X 10" HIGH 10" WIDE X 10" HIGH 9830 S. 51ST STREET VIOLATORS © ANCHOR POINT PHOENIX,AZ 85044-5677 1 WILL BE RED BACKGROUND SIGNS PLANS PREPARED BY: ACCESS W/WHITE LETTERING GATE ROAD PROSECUTED (1 NO—TRESSPASSING NOTICE GREEN BACKGROUND ��DE X 24" HIGH W/WHITE LETTERING 13969 W. lot Ave. j SELF SUPPORT ® Golden,Co 60401 SCHEMATIC SIGNAGE PLAN MONOPOLE OR MARKETING ID SIGN P:303-325-5606 F:303-325-5629 NO SCALE GUY TOWER SITE— (IF ACCESS .ROAD GATE INSTALLED) WHITE BACKGROUND RED WARNING W/WHITE BACKGROUND RADIO FREQUENCY EWOOENT AREA W/BLACK LETTERING pp RE lF 1 RAZOR WIRE WARNING SIGN THIS SITE IS ��. OQA�Ef21,gyjF�"•• (IF APPLICABLE) POSTED & •� `� PROTECTED WHITE BACKGROUND �7 NOTICE—RFE SIGN BY W/BLACK LETTERING 12" WIDE X 18" HIGH CHAIN LINK FENCE A RAZOR WIRE ••••118•••• CAUTION YELLOW BACKGROUND NAL TOWER SITE COMPOUND SIGN PLACEMENT SCALE: 2 RAZOR—WIRE SIGN W/BLACK LETTERING N.T.S. 18" WIDE X 24" HIGH Le c� o M Y Y Y FCC TOWER REGISTRATION NO LT. GRAY W/BLACK WHITE BACKGROUND z 234567 LETTERING RADIO FREQUENCY EWIORVENf AR W/BLACK LETTERING o FCC REGISTRATION SIGN AND YELLOW SYMBOL 24" WIDE X 18" HIGH F_ z 0 O Uo U N 6" 1'-6" 6" 16'-0"(GATE)—SIZE MAY VARY F 2'-0" s'-o" s'-o" CAUTION—RFE a � o GATE FRAME GATES GATE FRAME SITE ID# 000000 DE X 18" HIGH w �o w VERIFIED 911 STREET ADDRESS ° °- u CITY, STATE AND ZIP CODE ASR FOR IF�sE RRWTO CALL WHITE W/BLACK �_�„!{,�_,•11 1234567 TOR 24 HOLe F1tacFNcr SLrMCE Cki LETTERING z ¢ °' N 1-sao-gee-�o:I ® ® Q ® MAR KETINGf ID SIGN 0 ASR SIGN ° 10" WIDE X 4" HIGH w o N r 24" WIDE X 18" HIGH � z NOTE DRAWN BY: KR O WARNING RED BACKGROUND W/WHITE LETTERING ALL SIGNS TO BE INSTALLED ACCORDING CHECKED BY: KS 3 •AUTHORIZED PERSONNEL ONLY TO DWG SITE SIGNAGE ADJACENT TO DRAWING DATE: 10/26112 •HARD HATS REQUIRED WHITE BACKGROUND GATES •WATCH FOR FALLING I,LATMIAL (LEFT OR RIGHT SIDE OF GATE IS .WATCH FOR TRIPPING HasRDS W/BLACK LETTERING ACCEPTABLE, BUT MUST BE MOUNTED ON •WATCH FOR UNEVEN SURFACES SITE NUMBER:COU4145 •IN THE EVENT OF A T-STORY.VACATE GATE SIDE OF COMPOUND, SO AS TO BE SITE NAME:SUNBURST MONOPINE col/POUND. READABLE WITH GATES OPEN OR CROWNCASTLE SITE NAME CAUTION—HARD HAT aosED). GROUND LINE STYMIE LOCK/GATE CONSTRUCTION CROWN-VAIL CONC. FTG. TRUSS RODS KEEPER BRACKET 10" DIA. x 36" R 6A[}DEAAI6�"TiIRPING HAZARDS BUSINESS UNIT NUMBER (TYP) 810106 LAU GATE HOLD BACK SITE ADDRESS 17'-0" TO 17'-8 15/16" 1309 ELKHORN DRIVE VAIL,CO 81657 (NP.) EAGLE COUNTY USA I SHEET TITLE CROWNCASTLE SIGNAGE DETAILS SHEET NUMBER I SCALE: SCALE: SITE SIGNAGE SECTION"A-A" 2 TYPICAL SIGNAGE AND SPECIFICATIONS 3 CD-3N.T.S. N.T.S. �a t&t ELECTRICAL NOTES MATERIALS,ELECTRICAL WIRING AND RACEWAYS SCOPE OF WORK A. ALL CIRCUIT BREAKERS, FUSES, CONDUCTORS AND ELECTRICAL EQUIPMENT 1) THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT I. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE TO BE FOLLOWED SHALL HAVE AN INTERRUPTING SHORT CIRCUIT TO WHICH THEY MAY BE SUBJECTED UNLESS OTHERWISE INDICATED. MAIN COMPONENTS ARE AS FOLLOWS: CR O�/N F AS CLOSELY AS POSSIBLE. AND A MINIMUM OF 10,000 AIC RATING UNLESS SPECIFIED OTHERWISE, OR AS PER CASTL E LOCAL CODES. 2) ONE SET OF COMPLETED ELECTRICAL "AS INSTALLED" OR "AS—BUILT" DRAWINGS FINTERNATIONAL II. THE NEUTRAL IS TO BE GROUNDED AT THE METER MAIN ONLY. AT THE COMPLETION OF THE JOB SHOWING ACTUAL DIMENSIONS, ROUTING AND B. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED CIRCUITS SHALL BE PROVIDED TO THE PROJECT COORDINATOR. ALL BROCHURES, III. THE TEMPERATURE RATING ASSOCIATED WITH THE AMPACITY OF A CONDUCTOR OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS OPERATING MANUALS, CATALOGS SHOP DRAWINGS, ETC. SHALL BE TURNED OVER 9830 S. 51 ST STREET SHALL BE SO SELECTED AND COORDINATED AS TO NOT EXCEED THE LOWEST WEATHERPROOF RECEPTACLES SHALL HAVE "WPD" 8—INCH LIFT COVER PLATES. TO THE PROJECT COORDINATOR AT JOB COMPLETION. TEMPERATURE RATING OF ANY CONNECTED TERMINATION, CONDUCTOR, OR DEVICE; PHOENIX,AZ 85044-5677 REFER TO TABLE 'A", AND THE N.E.C. ARTICLE 310. C. METER SOCKET AMPERAGE, VOLTAGE AND NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS AND MANUFACTURED BY SQUARE "D" COMPANY OR 3) PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE PLANS PREPARED BY: IV. ALL ENCLOSURES CONTAINING THE SERVICE CONDUCTORS, SERVICE APPROVED EQUAL. OF ELECTRICAL WORK. RACEWAY, CABLE ARMOR, BOXES, FITTINGS, AND CABINETS MUST BE EFFECTIVELY D. INSTALLATION OF RIGID METAL CONDUIT (RMC) SHALL COMPLY WITH APPLICABLE 4) UPON COMPLETION OF WORK, CONDUIT CONTINUITY, SHORT CIRCUIT, AND /�(' BONDED TOGETHER. PROVISION OF NATIONAL ELECTRICAL CODE (N.E.C.) ARTICLES 300 & 346 AND GROUNDING FALL POTENTIAL TEST WILL BE MADE FOR APPROVAL AND SUBMIT ar�7 V. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY LABELED WITH SHALL BE "UL" APPROVED. TEST REPORTS TO THE PROJECT COORDINATOR. 13969 W. let Ave. ENGRAVED PLASTIC LABELS FOR EACH PANELBOARD, PULL BOX, J—BOX, SWITCH BOX, E. INSTALLATION OF ELECTRICAL METALLIC TUBING EMT SHALL COMPLY WITH Golden, 25 80401 (EMT) 5) CONTRACTOR SHALL CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK P:303-325-5606 F:303-325-5629 ETC. IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). APPLICABLE PROVISION OF N.E.C. ARTICLES 300 & 348 AND SHALL BE "UL" AND LEAVE IN A COMPLETE AND UNDAMAGED CONDITIONS. APPROVED. 6) THE COMPLETED JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR O F. INSTALLATION OF INTERMEDIATE METAL CONDUIT (IMC) SHALL COMPLY WITH �� ..• �/� TERMINATION RATING CONDUCTOR INSULATION RATING AFTER THE DATE OF SITE ACCEPTANCE BY THE PROJECT COORDINATOR. ANY APPLICABLE PROVISION OF N.E.C. ARTICLES 300 & 348 AND SHALL BE "UL" N D. P•'• APPROVED. WORK MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AND AT THE p d 60 DEGREES C 75 DEGREES C 90 DEGREES C G. PVC CONDUIT SHALL BE SCHEDULE 40 HIGH IMPACT POLYVINYL CHLORIDE AND EXPENSE OF THE CONTRACTOR. SHALL BE USED WITH UNTHREADED SOLVENT CEMENT PVC CONDUIT FITTINGS. -D 11502 ' COUPLINGS SHALL HAVE A CENTER STOP TO TYPE ENSURE PROPER SEATING. 7) THE ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL EQUIPMENT W OK OK CONDUIT SHALL BE MANUFACTURER BY CARLON OR ACCEPTABLE EQUAL SHALL PROVIDED BY ELECTRICAL SUPPLIERS. �T•• 10/26�12' � 60 DEGREES C OK AT 60 DEGREES AT 60 DEGREES BE IN COMPLIANCE WITH N.E.C. ARTICLE 300 & 347 AND SHALL BE "UL" APPROVED F '•.• .•' \ C AMPACITY C AMPACITY 1. ALL PVC BELOW GRADE SHALL BE SCHEDULE 40 HIGH IMPACT � ��' '•••'' POLYVINYL CHLORIDE 8) CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, '// /ONA �*CO OK POLYVINYL CHLORIDE ABOVE GRADE SHALL BE SCHEDULE 80 HIGH IMPACT ANDAPRO PROPERLY OPERATNGIOSYS EMLENERGIZED THRTOUGHOUT AS RINDICATTEDLONE /11//111111111\111\ 75 DEGREES C NO OK AT 75 DEGREES C AMPACITY DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. OK OK H. ALL WIRING MUST BE INSTALLED IN CONDUIT UNLESS OTHERWISE NOTED OR m LL N 60/75 DEGREES C OK 60 OR 75 DEGREES 60 OR 75 DEGREES APPROVED BY THE ENGINEER, NEC, AND LOCAL CODES. 9) CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF C AMPACITY C AMPACITY I. ALL WIRING SHALL BE COPPER TYPE AND IN ACCORDANCE WITH THE TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER Z OK N.E.C. OR AS INDICATED ON DRAWINGS. AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. 0 90 DEGREES C NO NO ONLY IF EQUIPMENT 0 o HAS 90' C RATING J. ALL ELECTRICAL EQUIPMENT SHALL BE NEW, SQUARE D (or APPROVED EQUAL) 10) CONTRACTOR SHALL OBTAIN ALL NECESSARY BUILDING AND / OR ELECTRIC PERMITS w RATED NEMA 3R AND POWDER COAT PAINTED, WITH THE SIZE AS SPECIFIED AND INSPECTIONS AND APPROVALS, AND PAY ALL REQUIRED FEES PURSUANT TO THE WORK. L;z 5 ft IN ACCORDANCE WITH THE N.E.C. UNLESS OTHERWISE NOTED ON THE DRAWINGS. o oz F ALL RACEWAYS SHALL BE NEW, SQUARE D (or APPROVED EQUAL) RATED NEMA 3R, 1 1) ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST VERSION OF 00 Z AND POWDER COAT OR ELECTRO-MAG PAINTED. 0 THE NATIONAL ELECTRICAL CODE (N.E.C.) AND ALL APPLICABLE NATIONAL, STATE K. JUNCTION BOXES OR PULL BOXES SHALL MEET NATIONAL ELECTRICAL CODE AND LOCAL CODES. ALL COMPONENTS SHALL BE "UL" APPROVED. w Li o STANDARDS AND AS APPROVED FOR INSTALLATION OF RACEWAYS AND WIRING. o o 0 o 12) CONTRACTOR SHALL BEFORE SUBMITTING THEIR BID, VISIT THE PROJECT SITE N N N L. THE RACEWAY AND WIRING INSTALLATION SHALL BE GROUNDED PERMANENTLY AND BECOME FAMILIAR WITH THE CONDITIONS. NO ALLOWANCE WILL BE MADE FOR w AND EFFECTIVELY IN ACCORDANCE WITH N.E.C. ARTICLE 250. EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. z o O1: N o M. THE CONTRACTOR SHALL BE AWARE THAT ALL STATE AND LOCAL CODES SHALL In rn 0 0 APPLY TO THIS INSTALLATION AND MUST BE ADHERED TO. 13) EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH THE > Li CCUSA AND OTHER TRADES. ° N M N. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE SQUARE"D"(OR APPROVED EQUAL)GRAY POWDER COAT PAINTED NEMA 3R AND SHALL BE COATED LIGHTLY WITH 14) CONTRACTOR SHALL PROVIDE ALL VERIFICATION OBSERVATION TESTS AND DRAWN BY: MF A CLEAR COAT LACQUER SPRAY; EXCEPT STAINLESS STEEL EQUIPMENT. EXAMINE ALL WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND THE CHECKED BY: DRAWING DATE:: 9/19/12 ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL 0. AREAS OF APPLICATION FOR PULL BOX(FCA243624FF4xx) WOULD IN LOCATION FINDINGS TO THE PROJECT COORDINATOR LISTING ALL MALFUNCTIONS, FAULTY SUCH AS EQUIPMENT AND DISCREPANCIES. DRIVE WAYS, PARKING LOTS, AND INSIDE OF OR OUTSIDE OF COMPOUND. SITE NUMBER:COU4145 15) ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN SAFE CONDITION WHEN SITE NAME:SUNBURST MONOPINE INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER CROWNCASTLE SITE NAME THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT (SEE NOTE 14 FOR CROWN-VAIL EXCEPTIONS). MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. BUSINESS UNIT NUMBER MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED. 810106 16) ALL ELECTRICAL EQUIPMENT IS SPECIFIED AS SQUARE"D" BRAND, SUBSTITUTION SITE ADDRESS SHALL ONLY BE MADE WITH THE APPROVAL OF CCUSA. THE CONTRACTOR SHALL 1309 ELKHORN DRIVE SUBMIT DETAILS OF PROPOSED MATERIALS, REASON FOR CHANGE AND CHANGE IN VAIL,CO 81657 CONTRACT AMOUNT. EAGLE COUNTY USA SHEET TITLE ELETRICAL NOTES waoa£S4 awaowaaaowaECom@ SHEET NUMBER NAL 6909 South Holly Clrate, Sulte 304 Englew000l, Colorado 80112 Ph, (303) 773-8773 Fax (303) 779-8333 C-1 v NEW 75KVA PAD MOUNT �a t&t SHORT CIRCUIT CALCULATIONS TRANSFORMER 120/208V, 30, 4W lac1= 13,021A POINT TO POINT METHOD FOR SHORT CIRCUIT CALCULATIONS ILLUSTRATED IN 4#500 CU, L. BUSSMAN MANUFACTURING PUBLICATION FORM SPD90. 3-i/2"C SERVICES 120/208 V„ 3-PHASE, 4W AVAILABLE SHORT CIRCUIT CURRENT FROM UTILITY = Isc2= 9,8960 NC F4000 METERBANK MC&� L I = 75 x 1000 = 208,3A 120/208V, EMA R) M �� INTERNATIONAL*1 f,l. 208 x 1.73 (NEMA 3R) 2002 POSITION METER M = 100 = 62.5 S 1,6 STACK WITH 200 M 9830 S. 51ST STREET IS.C. = 208.3 x 62.5 = 13,021A 10 METER PER PHOENIX,AZ 85044-5677 FIND FACTOR f = 2.0 x (length in feet) x (short circuit current) LOCAL UTILITY (constant from Table C) x (line-to-line voltage) REQUIREMENTS (NEMA 3R) � PLANS PREPARED BY: f = 1,73 x 80 x 13,021 = 0.324 26,706 x 208 FIND FACTOR M = 1 VI I f M = 0.76 SHORT CIRCUIT CURRENT AT NEW 400A METERBANK = M x AVAILABLE S.C. CURRENT 13969 W. 1 a Ave. I = 9,896 A. Golden, Co 80401 3 #3/0, 1 #40, 2"C P:303-325-5606 F:303-325-5629 #2/0 AWG SOLID BTCW TO GROUND RODS (GROUNDING IN ACCORD. WITH N.E.C. 250) NEW 200A NEMA 3R \\ FUSED DISCONNECT \ •� /i REGROUND PER N.E.C. PR'. ARTICLE 250 O GROUND 'l 3 #3/0, i #4G, 2"C 7 BAR : 11502 200A/2P MANUAL GROUND GROUND r ;�5_23-�3•'\�C/ TRANSFER SWITCH ROD ROD / F •��• •��•r_�\\ (NEMA 3R) 2000, 10, 3W, POS., VIVA L NEG.(DC) 1 m // / PANEL LA GEN ND PLUG PLETON GRIND } m 120/240 VOLTS, 1 PHASE, 3 WIRES, SN, 200 AMP BUS, 200 AMP MAIN, CB (n m 10,000 A.I.C.RATING(MINIMUM), NEMA 1 ENCLOSURE, SURFACE MOUNTED BATTERIES o MFG RE:1-LINE z rn z DESCRIPTION WIRE BKR POLE CKT VA VA CKT POLE BKR WIRE DESCRIPTION 3 #3/0, 1 #4G, 2"C (6) #1/0 DC o #6 60 2 1 A 1000 2 2 30 #10 z TVSS RECTIFIER #1 PANEL 'LA' SO D (2) #4/0 DC 3 B 1000 4 QO LOAD CENTER Q o N HVAC #1 #6 60 2 7 33 0 B 1000 8 2 30 #10 RECTIFIER #2 2 #6, #10G, 1"C In °0, o HVAC #2 #6 60 2 9 3340 A 1000 10 2 30 #10 RECTIFIER #3 ( 200A/2P v� N w z j 11 330 B 1000 12 #12 15 2 13 10 A 1000 14 2 30 111 60A/2P 300/2p v v o POWER FAIL 15 10 B RECTIFIER #4 NSS DC 1000 16 60%2P 30A/2P POWER PLANT v v N INERTIOR RECEPTACLE #12 20 1 17 1080 A 18 HVAC 1 . 2000A N INTERIOR LIGHTS 12 15 1 19 435 B 2p RECTIFIER #5 (OPT) 60A�2P 300 2P z o # �\/ RECTIFIERS Q �N EXTERIOR LIGHTS #12 15 1 21 300 A 22 HVAC 2 FSPR 2 3 4 N rn o 0 EXTERIOR RECEPTACLE #12 20 1 23 180 B 24 RECTIFIER #6 (OPT) 15A�2P 3oA/2P SPR SPR SPR 12x12x4"27 B 28 RECTIFIER #7 (OPT) PWR FAIL 2O4P ' DRAWN BY: MF EPT 15A/1P 29 A 30 CHECKED BY: MF RECTIFIER #8 (OPT)31 B 32 � —4#10, 1#10G, DRAWING DATE: 9/19/12 33 A 34 INT LIGHTS 35 B 36 RECTIFIER #9 (OPT) 15Alp EXT LIGHTS 37 A 38 39 B 40 RECTIFIER #10 (OPT) EXT RECEPT 20�p SITE NUMBER:SUNBURST SITE NAME:SUNBURST MONOPINE 41 A 42 CROWNCASTLE SITE NAME NOTES: CROW N-VAIL #4 COPPER TO 1. PANEL SUPPLIED W/SHELTER. PANEL SHOWN IS FOR REFERENCE ONLY. GROUND ROD DO NOT BUSINESS UNIT NUMBER BOND TO NEUTRAL 2. TVSS INSTALLATION PER ELECTRICAL CONTRACTOR 810106 PHASE A = 15.375 VOLTAMPS PHASE B = 8.000 VOLTAMPS 1.SERVICE POWER TO EQUIPMENT SHALL BE 120/240VAC, 200A, SINGLE PHASE. SITE ADDRESS PANEL LOAD CALCULATIONS 2.CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE 1309 ELKHORN DRIVE LIGHTING 735 VOLTAMPS X 1.25= 918.8 VOLTAMPS CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND UTILITY NOTES ON DRAWING. VAIL,CO 81657 RECEPTACLES 1,260 VOLTAMPS X 1.00= 1,260 VOLTAMPS EAGLE COUNTY MECHANICAL 13,360 VOLTAMPS X 1.00= 13,360 VOLTAMPS 3.ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE 25%LARGEST MOTOR - 1,670 VOLTAMPS REQUIREMENTS. USA SPECIAL 8,020 VOLTAMPS X 1.00= 8,020 VOLTAMPS SHEET TITLE 25,228.8 TOTAL DEMAND VA 4.BALANCE LOADS AFTER EQUIPMENT IS INSTALLED. 121.3 AMPS,10,3W,208V PU30a�i4 n 5.TELCO BOX TO BE A NEMA 3R ENCLOSURE (FURNISHED AND INSTALLED BY CONTRACTOR) W/ INTERNAL 5/8" THICK ECHANICAL ENGINEERS PLYWOOD BACKBOARD. COORDINATE WITH LOCAL UTILITY PRIOR TO INSTALLATION. CONTRACTOR SHALL FURNISH AND INSTALL. 6909 South Holly Clrcle, S ELECTRICAL ONE-LINE Englewood, Colorado Phi (303) 773-8773 Fax, (303SHEET NUMBER -LINE DIAGRAM AND PANEL SCHEDULES SCALE: NTS E-2 i v mat&t (E) 100KVA POLE MOUNT TRANSFORMER 120/240V, 10, 3W Isc1= 29,765A m SHORT CIRCUIT CALCULATIONS I9c = 13216A (APPROX.CU C�A��N (APPROX. 70') INTERNATIONAL 10 METER PER 2 LOCAL UTILITY POINT TO POINT METHOD FOR SHORT CIRCUIT CALCULATIONS ILLUSTRATED IN (NEMA 3R) M BUSSMAN MANUFACTURING PUBLICATION FORM SPD90. 9830 S. 51ST STREET SERVICE- 120/240 V., I-PHASE, 3W 3#310, 2"C PHOENIX,AZ 85044-5677 AVAILABLE SHORT CIRCUIT CURRENT FROM UTILITY = NEW 200A TEMPORARY IP.t.° 100 x 1000 = 416.7A METER + DISCONNECT 20OA/2P SERVICE #4 COPPER TO GROUND ROD PLANS PREPARED EtY: 240 DISCONNECT BOND TO NEUTRAL M = 100 = 71,43 SWITCH W/ 200A FUSES 174 (NEMA 3R) I S.C. = 416.7 x 71.43 = 29,765A — @WS FIND FACTOR f = 2.0 x (length in feet) x (short circuit current) 3 #350 mcm, 1 #4G - OH 13969 W. 1st Ave. (constant from Table C) x (Line-to-llne voltage) (APPROX. 315') 3" SCH 40 Golden, Co 80401 PVC CONDUIT OVER GROUND, P:303-325-5606 F:303-325-5629 f = 2.0 x 70 x 29,765 = 1.25 INCASED IN 2x4's FOR 13,923 x 240 PROTECTION. p FIND FACTOR M = 1 Isc3= 4,784A R // 1 + f M = 0.444 \ N D. P•'• SHORT CIRCUIT CURRENT AT NEW 200A METER = M x AVAILABLE S.C. CURRENT NEW 200A NEMA 3R — -- • + FUSED DISCONNECT P I = 13,216 A. REGROUND PER N.E.C. ��:� ARTICLE 250 MASTER GROUND f = 2.0x315x13,216 = 1.76 _ BAR 19,704 x 240 + FIND FACTOR M = 1 20OA/2P MANUAL GROUND GROUND ••+ ••••• N� SHORT CIRCUIT CURRENTf AT NEW 200A METER = M x 0.362 AVAILABLE S.C, CURRENT TRANSF(NEMAI3R) ROD ROD o /////sA/0NAL �`\�\\\\��� I = 4,784 A. 535.3 MLM (DC) 1 lllllllll���� 200A, 10, 3W, 0� POS., 1 NEG. 1 0 W/GND APPLETON GRND GEN PLUG 0 M m m rn BATTERIES 0 a p 3 #3/0, 1 #4G, 2"C (6) #1/0 DC 0 p o U U PANEL 'LA' SO D (2) #4/0 DC z m QO LOAD CENTER a < a zo 0 2 #6, #10G, 1-C 0 0 moo/ r O z \ \ d / 200A/2P O O M U � O w 60A/2P.. w 30A/2P o D_ p m j TVSS DC 60A/2P 30A/2P POWER PLANT HVAC 1 ^ 2000A Z a I::: 'D 6OA/2P 3OA/2P RECTIFIERS p REEF R TO SHEET E-2 FOR PANEL 'LA' SCHEDULE 2 15A/2P 30A/2P SPR SPR SPR SPR w 12xl2x4" o- PWR FAIL X BOX 20A�P INT RECEPT DRAWN BY: MF 15A/1P 4#10, 1#10G, 1"C DRAWING ATE: 11/14/12 INT LIGHTS 15A/1P EXT LIGHTS 40�z'ip SITE NUMBER:COU4145 EXT RECEPT SITE NAME:SUNBURST MONOPINE CROWNCASTLE SITE NAME i CROWN-VAIL #4 COPPER TO GROUND ROD DO NOT BOND TO NEUTRAL BUSINESS UNIT NUMBER I. 810106 1.SERVICE POWER TO EQUIPMENT SHALL BE 120/24OVAC, 200A, SINGLE PHASE. SITE ADDRESS I 2.CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE 1309 ELKHORN DRIVE CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS AND UTILITY NOTES ON DRAWING. VAIL,CO 81657 3.ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE EAGLE COUNTY REQUIREMENTS. USA 4.BALANCE LOADS AFTER EQUIPMENT IS INSTALLED. SHEET TITLE PRIEST ENGINEERING INC TEMPORARY SERVICE 5.TELCO BOX TO BE A NEMA 3R ENCLOSURE (FURNISHED AND INSTALLED BY CONTRACTOR) W/ INTERNAL 5/8" THICK MECHANIC- EN6INE.R. w ELECTRr- PLYWOOD BACKBOARD, COORDINATE WITH LOCAL UTILITY PRIOR TO INSTALLATION. CONTRACTOR SHALL FURNISH AND INSTALL. 6909 South Hotly Circle, Sulte 304 ELECTRICAL ONE-LINE Englewood, Colorado 60112 Ph, (303) 773-8773 Fax, (303) 779-8333 SHE SCALE: ET NUMBER TEMPORARY ELECTRICAL SERVICE ONE-LINE DIAGRAM NTS 1 E-2A uat&t w CCAR�TL E INTERNATIONALy NEW CROWNCASTLE 20'-0 x 11'-6" 9830 S. 51ST STREET EQUIPMENT SHELTERS EX. BUILDING PHOENIX,AZ 85044-5677 (TO MATCH MATERIAL & COLOR OF EX. BUILDING) PLANS PREPARED BY ews f 13969 W. 1st Ave. Golden,Co 80401 P:303-325-5606 F-303-325-5629 ND. p'•. .a 11502 c- T'••1 1 9/12�; NEW CROWNCASTLE FS ••..�•�..•`\��� NEW AT&T MONOPOLE "B" NA l / //// �OA' NEW AT&T TVSS /S PANEL �lllllIIIilI1\0 i COAX PORT TELCO m m BACKBOARD NEW PERMANENT ELEC m :5 m m 2" PVC CONDUIT & TELCO RUNS FOR TELCO � (2) NEW 4" PVC CONDUITS U/G TELCO RUN TO TEMPORARY _o B ADMINISTRATION BUILDING z j Fo E'C PEDESTAL FD—F0� c —�F�UE j — FO�`f UE— c Z 7) ° FO E jjj FU UE`— Z Z O , NEW AT&T GENERATOR _ !i_ �� O o NEW AT&T MANUAL TRANSFER A i RECEPTACt �F-u� jjl7l r ° FO��rFn uE�� a o o SWITCH F11—UE j�j FO— UE—f 0_ F U l _��jj jI� (, 7 m NEW AT&T 200A 1 IpjlUj j0 FD u °E- w � o W DISCONNECT O uE E ° a U L (2) NEW 4" PVC CONDUITS TY LI N N N N NEW CROWNCASTLE MONOPOLE "A" 1 wjjjl4 WITH 3#350 MCM CU PRO P E R w � NEW AT&T (APPROX 380') z ¢ N 2" PVC CONDUIT W/ O ° TELCO DEMARC 3#3/0 CU+1#4CU GND. > 0 0 NEW AT&T METER & SERVICE z N DISCONNECT IN 600A NEMA 3R MEfERBANK DRAWN BY: MF CHECKED BY: MF DRAWING DATE: 11/14/12 —�-E �[ HIGHWAY BERM F �y JF E—� SITE NUMBER:COU4145 SITE NAME:SUNBURST MONOPINE E 3 #350 mcm, 1 #4G - OH CROWNCASTLE SITE NAME (APPROX. 315') 3" SCH 40 PVC CROWN-VAIL CONDUIT OVER GROUND, INCASED IN 2x4's FOR PROTEC BUSINESS UNIT NUMBER 810106 SITE ADDRESS 1309 ELKHORN DRIVE VAIL,CO 81657 EAGLE COUNTY USA SHEET TITLE PRIEST ENGINEERING INC 6909 IS MECHANICAL ENGINEERS N ELECTRICAL 6909 South Holly Clrcle, Suite 304 04 ELETRICAL SITE PLAN Engl¢wood, Colorado 80112 Ph, (303) 773-8773 Fox. (303) 779-8333 POWER/TELCO SITE PLAN SCALE: 7 SHEET NUMBER 1/4"_1,-a„ E-3 i GROUNDING NOTES: 1. CONTRACTOR SHALL INSTALL THE MINIMUM NUMBER OF GROUND TO GROUND BAR AT TO GROUND BAR AT GROUND BAR AT RODS AS INDICATED ON DRAWING. GROUND RODS SHALL BE 5 8"X10 FOOT BOTTOM OF MONOPOLE. BOTTOM OF MONOPOLE. M/ ANTENNA ELEVATION. �a t COPPER GLAD GROUND RODS AND SHALL BE SPACED 15 FOOT APART. SEE GROUNDING PLAN FOR APPROXIMATE LOCATIONS; CONTRACTOR SHALL PLAN FOR INSTALLING ADDITIONAL GROUNDING AS REQUIRED TO ACHIEVE 5-OHMS OR LESS TO GROUND. ■ EXOTHERMIC WELD O CONNECTION (CAD WELD) R 2. ALL BURIED GROUND WIRES INTERCONNECTING GROUND RODS, ► MECHANICAL CONNECTION (LUG CCA� IV TOWER STEEL, SHELTER, AND EQUIPMENT-EXTERNAL GROUND RINGS CRIMP OR C CLAMP) INTERNATIONAL,y (EGR) SHALL BE 2/0 AWG BARE TINNED CU STRANDED WIRE. O INSPECTION WELL - ALL FENCE POST LEADS, ICE BRIDGE LEADS AND UTILITY RACK LEADS e RE: 3/E-7 NEW AT&T ANTENNA 9830 S. 51ST STREET SHALL BE ROUTED TO NOT INTERFERE WITH FUTURE CUSTOMER ROD M PER CLAD GROUND NEW CROWN CASTLE EQUIPMENT PADS, SHH PHOENIX,AZ 85044-5677 GROUNDING BA R ELTERS, OR ICE BRIDGES. (TYPICAL EACH SECTOR) COPPER CONDUCTOR PLANS PREPARED : NEW CROWN ONOPOLE "A" BY 3. ALL GROUNDING WIRE AND LEADS SHALL FLOW (IN A SMOOTH CASTLE MONOPOLE � CLOCKWISE (CW) PATH FROM THE TOWER TO THE GROUND RING TINNED COPPER"B" 0 ALL GROUNDING WIRE AND LEADS SHALL FLOW IN A SMOOTH GROUND BAR CLOCKWISE (CW) PATH FROM THE TOWER RING TO THE CUSTOMER RING AND ALL GROUNDING WIRE AND LEADS SHALL FLOW IN A SMOOTH COUNTER @WS CLOCKWISE (CCW) PATH FROM THE TOWER GROUND RING TO THE FENCE POSTS) ROUTE GROUND CONDUCTOR THRU WALL 13969 W. tat Ave. WITH NO KINKS OR SHARP BENDS. ALL BELOW GRADE CONNECTIONS P:303, co eoaot TO INTERIOR GROUND RING TYPICAL CAD P:303-325-5608 F:303-325-5629 NOTE: GROUNDING PLAN IS NOT TO SCALE. ALL GROUNDING IS (TYPICAL) i SHALL BE EXOTHERMIC WELDS (CADWELD). TEE CONNECTORS ARE NOT TO BE PLACED WITHIN THE LEASE AREA OR WITHIN AN WELD TO GROUND RING WITH NO SPLICES PERMITTED ABOVE OR BELOW GRADE ON CROWN SITES. INGRESS / EGRESS ROUTE ® EACH CORNER RE: 4/E-11 R � - FOR GUY TOWERS: �� •• 0 D P�•• • ij INSTALL NINE (9) GROUND LEADS, THREE (3)LEADS PER LEG TEST WELL (TYP L- AROUND THE TOWER: (1) ONE FOR ATTACHMENT TO THE TOWER BASE #2 SOLID BTCW UFER GND. FROM RING OF 2) (2) TWO SPARES FOR FUTURE CUSTOMER'S BUSS BARS CAD WELDED TO CONT, FOUNDATION 11502 -o REBAR (TYP. 2 PLACES) gi O.n•• 11/9/12; -FOR MONOPOLES: FtS1•��•••• �•��C�\���� INSTALL NINE GROUND LEADS (3 LEADS PER LOCATION) _ \ s AT 120' AROUND THE TOWER: (1) ONE FOR ATTACHMENT TO THE TOWER BASE _ J (2) TWO SPARES FOR FUTURE CUSTOMER'S BUSS BARS 2/0 STRANDED m - ALL SPARE GROUND LEADS FROM THE TOWER GROUND RING SHALL I _ 1 TINNED COPPER m BE CUT OFF AT 12" ABOVE GRADE AND ZIP TIED OR TAPED TO THE / — — ' GROUND RING, 6" ' ATTACHED TOWER LEAD IN MINIMUM OF TWO (2) PLACES. BELOW FROST z�' o INTERIOR GROUND HALO LINE (TYP) RE: ( 4. GROUND LEADS TO MONOPOLE SHALL ONLY BE CADWELDED TO 1 PROVIDED BY SHELTER � � � — — ~, 6/E-11 � MANUFACTURER'S GROUNDING TAB OR THE BASEPLATES. "may I MFR. CONNECT EACH CABINET TO ' `I ,/ \\ z ` INTERIOR SHELTER HALO i' \ / o o 0 If CADWELD. BRAZE OR WELD TO THE TOWER STRUCTURE SECTION ' 0 1 ' 1 \ _ 5. ALL EXOTHERMIC WELDS TO ABOVE GRADE STEEL STRUCTURES AWG #6 BTCW TO DOOR , FRAME (TYP) I \ /' \ U W z MUST BE COLD GALVANIZED AND SPRAYED WITH MATCHING RUST ' _ _ INHIBITOR PAINT. \ _ \ o a ° MASTER GROUND BAR 1 \ GROUND TEST PROCEDURES: 1 ' AT ENTRY PORT / \ \` � z Ld A. CCUSA STANDARD REQUIREMENT FOR RESISTIVITY TO EARTH 1 NEW \ I o ON ALL SITES IS 5-OHMS OR LESS. IT IS THE CONTRACTOR'S �� — CROWNCASTLE / co m ° RESPONSIBILITY TO ENSURE SUCH REQUIREMENT IS ACHIEVED. / MONOPOLE "B" 6 > ° N REVIEW OF THE SOIL RESISTIVITY TEST PRIOR TO INSTALLATION 1 I OF THE SITE GROUNDING SYSTEM WILL GREATLY ASSIST IN �� \ I DRAWN BY: MF DETERMINING THE TYPE OF GROUNDING INSTALLATION, NUMBER 2/0 STRANDED I CHECKED BY: MF TINNED COPPER I DRAWING DATE: 11/14/12 AND TYPE OF GROUND ROD(S). \ GROUND RING, 6" B. PERFORM THREE POINT FALL OF POTENTIAL GROUNDING \� 2/0 STRANDED BELOW FROST r TINNED COPPER LINE (TYP) E: / SITE NUMBER:COU4145 (MEGGER) TEST UTILIZING THE "AEMC 4500" TEST INSTRUMENT \ ) _ TrT Z�7f GROUND RING, 6" 6/E-1 1 � _/G` SITE NAME:SUNBURST MONOPINE FROM A MINIMUM OF TWO SEPARATE POINTS IN TWO SEPARATE GROUND BAR AT A BELOW FROST _ ��ZIZ17�� CROWNCASTLE SITE NAME DIRECTIONS FROM THE POINT OF CONTACT. ENTRY PORT LINE (TYP) RE: 1ff� _ C. THE CONTRACTOR SHALL DOCUMENT MEGGER TEST RESULTS 6/E-1 1 -���ZZZ��0 GROUND BAR AT TEST WELL CROWN-NAIL ON THE CROWNCASTLE CLOSEOUT REQUIREMENTS DOCUMENT I NEW CROWNCASTLE IZ1 _ 1ZZI�-7 TOP OF MONOPOLE. BUSINESS UNIT NUMBER OLE IN THE MEG TEST TAB. III MONOP "A" �11ff LI 2/0 STRANDED TINNED COPPER 810106 D.THE CONTRACTOR SHALL DOCUMENT THE LOCATION OF ALL ; _ / ZZII77f GROUND RING, 6" BELOW FROST SITE ADDRESS BELOW GRADE GROUNDING COMPONENTS AND PHOTOGRAPH i 7�ff� LINE (TYP) RE: 6/E-11 WITH A DIGITAL CAMERA THE ENTIRE NEWLY INSTALLED _ �Z� 1309 ELKHORN DRIVE GROUNDING SYSTEM PRIOR TO BACKFILLING ANY OPEN TRENCHES. �7 VAIL,CO 81657 I ff�Z TO GROUND BAR AT EAGLE COUNTY USA E. FORWARD THE MEGGER TEST DOCUMENTATION TO THE TOP OF MONOPOLE. REGIONAL CCUSA REPRESENTATIVE (AS PART OF THE FINAL SITE SHEET TITLE CLOSE-OUT PACKAGE DOCUMENTATION). PRIEST ENGINEERING IN MECHANICAL ENGINEERS ELECTRICAL 6909 South Holly Circle, Suite 304 GROUNDING PLAN I Englewood, Colorado 80112 Ph, (303) 773-8773 Fox. (303) 779-8333 j SHEET NUMBER � GROUNDING PLAN SCALE: 1/4"=1'0" - 3'-11 7/8" % t&3 1 a Q O w �a t (TYP.) a N (TYP.) (TYP.) °°°°0°°°°°°°°°°°°°°°°°°°°°°°°° CASTLE N INTERNATIONAL y M M 00 N M M M M 9830 S. 51ST STREET I � I 1 PHOENIX,AZ 85044-5677 M N m M LO a0 00000°00000°00000000000000°° I ° °° 00000000000000000000 iv PLANS PREPARED BY: u7 N u1 M N I r I 000000000000000000000000000000 °°°°°°°°°°°°°°°°°°°°° 13969 W. let Ave. 00 0 00000000000000000 00 0 °0°00°00°00°00=00=00=00°00=0 Golden, Co 80401 DOUBLE UNISTRUT P:303-325-5606 F:303-325-5629 FINISHED GRADE FOR PVC MOUNTING FINISHED GRADE 0 R DOUBLE UNISTRUT °-�11=111=11 V I I-°. N D.�P�'• =111—III III— FOR PVC MOUNTING ° 1=III=111—III—T a•. a•. . T-V •0 °I c CC o: 11502 2 4 10/26/1 CONCRETE s (TYPICAL) /0NAL ' �. � �^ ENCASEMENT �����//���/ ������� (TYPICAL) NOTE: m m &SPRAY CUT ENDS OF ALL UNISTRUT WITH COLD-GALV.AND PAINT - ON CLEAR LAQUER,OR CAP WITH PLASTIC UNISTRUT CAP. - REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR o Q-ALL CONCRETE SHALL BE POURED TO BELOW FINISHED STONE BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES j o FRAME ELEVATION : ELECTRIC SIDE SCALE: A FRAME ELEVATION : TELCO&TOWER LIGHTNING CONTROL SIDE SCALE: n Z N.T.S. 1 N.T.S. L z Z 0ft� O O 0 c U U co 2'-5 1 2" w o w N N N W �� 0000000 °° Z F TELCO o N 0 0> O O 0 31/32" o ,� Carrier o� 4/G 36" METE HOFFMAN DRAWN BY: MF Labels BANK .I BOX CHECKED BY: MF �_ DRAWING DATE: 9/19/12 N ^ I M _ ❑ - 00000 000000000000 00000 �O � SITE NUMBER:COU4145 0 000 ° I SITE NAME:SUNBURST MONOPINE 0000000 00 I io `j IO CROWNCASTLE SITE NAME DO�/\/ 0000 8X8X24" 000000000000 °°°°° °°°°°° WIREWAY 00 CROWN-VAIL 0 WIREWAY - 00000000000000000000000000000 � BUSINESS UNIT NUMBER FINISHED GRADE tD FINISHED GRADE 810106 I I SITE ADDRESS 1'-0 1/2" 1'-3 1/2" NOTE: DANGER 1309 ELKHORN DRIVE 1 HIGH VAIL,CO 81657 VOLTAGE ppoaf34 anaowaaaar�a� �� EAGLE COUNTY 6909 CAL ENGINEERS Suite I0 USA NOTE: DANGER 6909 South Holly Circle, Suite 30 1 HIGH Englewood, Colorndo 80112 SHEET TITLE VOLTAGE Ph, (303) 773-8773 Fnx, (303) 779-833 REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR ELECTRICAL DETAILS BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES SHEET NUMBER ELECTRIC DIMENSIONING : ELECTRIC SIDE NT"SE 3 TELCO DIMENSIONING : TELCO&TOWER LIGHTNING CONTROL SIDE NTSE 4 E-5 0 0 0 � 00000000000 � °0000 (3)4" PVC NIPPLES °oo°000 O o°°o WITH MYERS 36" HUBS ON WIREWAY (4)2"PVC NIPPLES HOFFMAN BOX C/ Y F. WITH MYERS O 4/G INTERNATIONAL O HUBS ON WIREWAY METE BANK 9830 S. 51 ST STREET OPHOENIX,AZ 85044-5677 PLANS PREPARED BY: 00000 • 0 0 0 00000 000 000000000 — 2"PVC NIPPLE TO 00000000 0 00000 12X12X24" LTG.WIREWAY WIREWAY °000 00000 13969 W. let Ave. 00000000° P:303-3Co 804 FINISHED GRADE WIREWAY 6 F:303-325-5629 Golden, o 0401 GD-2 SPARE MAIN 0000 00000 D TYP. O R 4"PVC FROM POWER CO. 5 FINISHED GRADE ••�N D�•P••° GD- CAPPED P. T.vo . WITH PULL MAIN 4"PVC STRING -o• 11502 FROM POWER CO. �• •W 1" PVC FOR GROUNDING o:• 10/26/12:,? �1"PVC FOR GROUNDING TO MAIN SERVICE �if��•••"••••��� ��� 4"PVC TO CUSTOMERS TO MAIN SERVICE CONNECTION ��/� /�ONAL CONNECTION MAIN 4" PVC FROM 4" PVC TO CUSTOMERS TELCO CO. REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR o BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES v o 0 ELECTRIC CONDUIT: ELECTRIC SIDE SCALE: A TELCO DIMENSIONING: TELCO&TOWER LIGHTING CONTROL SIDE SCALE: n N.T.S. 1 N.T.S. L z Z O 0- ' O C V U U w 'j, O W O D_ U Of N N N LJ O Z Q Q N 4IG O � METE 36" N rn o 0 O BANK HOFFMAN N 7 BOX 01 DRAWN BY: IMF CHECKED BY: MF DRAWING DATE: 9/19/12 °°°_= SITE NUMBER:COU4145 WIRE WAY Y °°°°°° WIREWAY SITE NAME:SUNBURST MONOPINE CROWNCASTLE SITE NAME I FINISHEDGRADE °°°°°°I°°°°°°°°°°° I°°°°°°°°° CROWN-VAIL FINISHED GRADE #2 GROUND LEAD INSIDE 3/4"PVC BUSINESS UNIT NUMBER 30"DEEP OR 6"BELOW WITH 2 HOLE LUG,BOLTED TO #2 GROUND LEAD INSIDE 3/4"PVC FROST LINE 30"DEEP OR 6"BELOW WITH 2 HOLE LUG,BOLTED TO 810106 SIDE OF WIREWAY(TYP.) FROST LINE SIDE OF WIREWAY(TYP.) TO NEAREST SITE ADDRESS FENCE POST EXTERNAL 1309 ELKHORN DRIVE VAIL,CO 81657 10 GROUND RING 9 8 10 EAGLE COUNTY (TYP.) PG30E�f34 £�Cn1��Wa£�G3UW�E�UCnIq USA EXTERNAL 2 6909 South Holly Circle, Suite 30 GROUND GD-1 2 Englewood, Cc lL me o 6011 SHEET TITLE RING GD-1 Ph, (303) 773-8773 Fnx, Q03) 779-833 REFER TO DRAWING EMB FOR REFER TO DRAWING EMB FOR ELECTRICAL DETAILS BILL OF MATERIALS AND NOTES BILL OF MATERIALS AND NOTES Q SHEET NUMBER ELECTRICAL GROUNDING: ELECTRIC SIDE SCALE J TELCO GROUNDING: TELCO&TOWER LIGHTING CONTROL SIDE SCALLE 4 E-6 I%mmo# a t&t GRADE 8"PVC PLUG CCA�VE F. -� -� I-I -I I-� I- I—III—III—III—III—III- T/FINISH GRADE 8"PVC CPLG.(THIRD.)I I—III—III—III—III— —III—III—III—III INTERNATIONAL y 9830 S. 51 ST STREET SUBGRADE PHOENIX,AZ 85044-5677 GD-1 CADWELD #2 SOLID(TEST LOOP) NOTCH SIDES OF 8"PVC SCH 40 PLANS PREPARED BY: HTEL WARNING TAPE PIPE TO ALLOW EXIT/ENTRANCE OF GROUND RING WIRE 2/0 AWG BARE STRANDED TINNED COPPER WIRE, ws ANIXTER CAT.#1A-0201 OR APPROVED EQUAL TRENCH BOTTOM 13969 W. let Ave. Golden, Co 80401 P:303-325-5606 F:303-325-5629 2/0 TINNED CU EXTERNAL COPPER CLAD TOWER GROUND RING WIRE GROUND ROD CADWELD TEST LOOP TO GROUND RING WIRE 2 i CADWELD NC 5/8"OX10'-0"LONG COPPER CLAD GROUND ROD N •P°•° i CADWELD TYPE GT THERMOWELD TYPE TYPE CR-17 TH RM WELD TYPE CR-2 GD-1 O : T vo .D 11502 DOUBLE CABLE TO GROUND ROD HORIZONTAL TO GROUND ROD *NOTE: O;• /26/ 2: � . GROUND ROD SHALL BE MIN.30"BELOW GRADE OR 6"BELOW FROST LINE. *NOTE: 1 0 (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(D) GROUND WIRE SHALL BE MIN.30"BELOW GRADE OR 6"BELOW FROST i/ FtS) ••••••••• C�\ LINE. (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(D) /// �NA �N��� 5 m m m cn GROUND ROD SCALE 1 GROUND ROD DETAIL FN E: 2 INSPECTION PORT DETAIL T LE: N T.S. . S. �j z Z U O NOTE: DOWN LEAD TWO-HOLE COMPRESSION LUG z CONDUCTORS ® BURNDY CAT#YA2C2TC38E2 oz oz g N ARE NOT TO BE INSULATOR OR APPROVED EQUAL v C) z SEE NOTE 2. D o INSTALLED ON U CROWN TOWER,PER N w z j THE GROUNDING DOWN HEX BOLT w 010 w CONDUCTOR POLICY QAS-STD-10091 ® #2 GND 1ci v 6 ® LOCK WASHER USE 1/4"FOR cn I a GDA NP' ® FLAT WASHER ATTACHMENT TO p o /TYPE TA \ 0 ® METAL ENCLOSURES N rn o 0 / ® 0 COPPER SHEILD &3/8"FOR E., o N GROUNDMBARS O m z 0 ® DRAWN BY: MF ® GROUND BAR OR FLAT WASHER CHECKED BY: MF 0 METAL ENCLOSURE LOCK WASHER DRAWING DATE: 9/19/12 NOT PERMITTED TYPE GR TYPE SV 0 0 ® HEX NUT ® INSTALLATION NOTES: SITE NUMBER:COU4145 1.BOLTS,WASHERS,AND NUTS SHALL BE STAINLESS STEEL. SITE NAME:SUNBURST MONOPINE TWO-HOLE CROWNCASTLE SITE NAME III COMPRESSION LUG 2.SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. CROWN-VAIL GROUND BAR 3.BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA BUSINESS UNIT NUMBER OF LUG CONTACT. 810106 TYPE PH TYPE KA TYPE VS 4.APPLY COPPER-SHIELD COMPOUND TO MATING SURFACE OF SITE ADDRESS NOTES LUG AND WIPE CLEAN EXCESS COMPOUND. 1309 ELKHORN DRIVE 1.SECURE TO INTERIOR OR EXTERIOR WALL w/S.S.LAG HARGAR CAT#GBB-1442-G OR APPROVED EQUAL 5.ALL METAL ELECTRICAL EQUIPMENT SHALL BE EXTERNALLY VAIL,CO 81657 GROUNDED TO THE TOWER EGR.(PAINTED METAL SURFACES EAGLE COUNTY 2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR MUST HAVE SMALL SECTION OF PAINT REMOVED BEFORE USA PLATFORM STEEL.USE INSULATORS WHEN ATTACHING TO INSTALLATION,AND SHALL BE SPRAYED LIGHTLY WITH CLEAR SHEET TITLE BUILDINGS OR SHELTERS COAT LACQUER FINISH). (PIRI OV @Q@aIJD@@ 0Q @0 01M1 6909"=South Holly"Circle, Suite R304 ELECTRICAL DETAILS Englewood, Colorado 80112 Phi (303) 773-8773 Fox- (303) 779-8333 SHEET NUMBER CADWELDS (TYPICAL) SCALE: w GROUND BAR SCALE: C GROUNDING TO FLAT SURFACES TYPICAL SCALE: 6 N.T.S. °# N.T.S. J N.T.S C_7 CADWELD 2/0 GROUND WIRE TO BASEPLATES ONLY, NEVER `O CADWELD TO MONOPOLE TOWERS OR HOLLOW LEG SST. �a t&t CONTRACTOR TO REMOVE AND CLEAN PAINTED OR RUSTED TOWER STEEL SURFACES BEFORE CADWELDING. PAINT SURFACES AFTER INSTALLATION PER C�/l� E 4 CROWN STANDARDS. INTERNATIONAL GD-1 2'-0"RADIUS BEND (MINIMUM,TYP.) CONCRETE 9830 S. 51ST STREET POST FOUNDATION PHOENIX,AZ 85044-5677 UNISTRUT CLAMP FOR CONDUIT PLANS PREPARED ETY: SUBGRADE 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I ,,I I 1-1 11-1 11-1 11-1 I � #2/0 TINNED STR.CU 13969 W.(TYP.) Golden, Co180401 METERBOARD P:303-325-5606 F:303-325-5629 POST 2 SUPPORT CHANNEL R i . GROUND RING WIRE GD-1 FOR ELECT/TELCO EQUIP. �N D P'•• �� 2/0 AWG BARE TINNED CU COPPER CLAD T -� U-BOLT OR UNISTRUT CLAMP _ .o STR. (TYP.) GROUND ROD FOR SUPPORT CHANNEL - 11502 °.�;• 10/26/ 2.:, TOWER FOUNDATION ONA r � mm m � � L" TOWER GROUND LEVEL s° . 1 UNISTRUT CLAMP DETAIL N.T.S.SCALE' T.SS. N.T.S. 2 N. � CONCRETE 0 0 z POST FOUNDATION #2 AWG TINNED CU U '' ° SUPPORT CHANNEL _cn PIGTAIL FOR ELECT AND FOR ELECT/TELCO EQUIP. #2 AWG BARE SOLID TINNED LJ � z w � o w cl TELCO EQUIP. BUSSBAR COPPER WIRE TAIL FROM NN METERBOARD POST FENCE POST CADWELDED W TO 2/0 CU EXTERIOR GROUND o o RING (TYP.) Li o CADWELD TO PIPE 01 z TYPICAL FOR ALL DRAWN BY: MF METAL POST COPPER CLAD GROUND ROD DRAWING DATE: 9/19/12 NOTE: -NINE GROUND LEADS NEEDED FROM 3 3 SITE NUMBER:0004145 GROUND RING TO METER BOARD GD-1 GD-1 SITE NAME:SUNBURST MONOPINE EQUIPMENT: ONE FOR EACH POST(3), ONE CROWNCASTLE SITE NAME FOR EACH WIREWAY(3), ONE FOR TELCO CROWN-VAIL BOX(1), ONE FOR ELECTRIC METER PANEL BUSINESS UNIT NUMBER (1) ONE 2/0 FOR BUSSBAR(1) SITE A SITE ADDRESS -GROUND RODS AT METERBOARD TO BE TO FENCE 1309 ELKHORN DRIVE VAIL, 81657 30" MIN. OR 6" BELOW FROST LINE EAGLEO 2/O AWG BARE TINN COUNTY ED (WHICH EVER IS DEEPEST). USA NOTE CU STR. (TYP.) SHEET TITLE MAIN GROUND RING WHEN INSTALLING A FIVE FOOT(5) METERBOARD ONLY pp0a£34 aW�000aaU3�W�fl OGLE SIX(6) GROUND LEADS ARE REQUIRED MECHANICAL So ENGINEERS ELECTRICAL ELECTRICAL DETAILS 6909 South Holly Circle, c, 9 1a Englewood, Colorndo 8011 Phi (303) 773-8773 Fax. (303) 779-8333 SHEET NUMBER 1—m C ETER RACK GROUNDING TYPICAL-PLAN VIEW SALE 3 E-8 LADDER RACK 1. EACH ERICCSON EQUIPMENT CABINET GROUNDING ® EA. END SHALL BE CONNECTED TO THE MASTER �a t&t GROUNDING LEGEND �� j �� INTERIOR GROUND HALO ISOLATION GROUND BAR (MIGBE) WITH #2 �� AWG INSULATED STRANDED COPPER WIRE. PATH AND NUMBER OF EQUIPMENT CABINETS SHALL EACH HAVE CONDUCTORS �_— —_� (2) CONNECTIONS AND EQUIPMENT CABINET EXOTHERMIC WELD I / SUPPORT FRAME SHALL HAVE (2) CONNECTION (CAD WELD) 1 / / 1 / 1 / CONNECTIONS AS SHOWN. R�� � MECHANICAL CONNECTION (LUG k / 11 / 11 / ELECTRICAL PANELS 2. ANTENNA GROUND KITS SHALL BE C CRIMP OR C CLAMP) / I \ / \ / \ / INTERNATIONAL INSTALLED BY ELECTRICAL CONTRACTOR. `�' O INSPECTION WELL / I INTERIOR MASTER 4 5 0 / / 6 2 1 3. REFER TO DRAWING 1 E3.0 FOR 9830 S. 51 ST STREET RE: 8/E4.0 I I GROUND BAR FURTHER GROUNDING REQUIREMENTS. / I I PHOENIX,AZ 85044-5677 • COPPER CLAD GROUND 1 I o 4. PLASTIC CLIPS OR METAL CLIPS WHICH ROD I I 3 DO NOT COMPLETELY SURROUND THE COPPER CONDUCTOR 1 I INTERIOR EQUIPMENT 5 GROUNDING CONDUCTOR TO FASTEN AND PLANS PREPARED BY: CABINETS (TYR) G G SUPPORT GROUNDING CONDUCTOR SHALL TINNED COPPER I I TO NOT BE USED. 0 GROUND BAR I I GROUND I I HALO 5. STANDARD BUS BARS (CIGBS AND I I MIGBE) SHALL BE FURNISHED AND @w I I INSTALLED. THEY SHALL NOT BE 13969 W. 1st Ave. I I FABRICATED OR MODIFIED IN THE FIELD. Golden, Co 80401 I I P:303-325-5606 F:303-325-5629 4. CONTRACTOR SHALL COORDINATE I I INSTALLATION OF GROUND RODS AND _________�__ _ #_________________________________________ GROUND RING WITH FOUNDATION AND Q R GROUND RING i� GROUND TEST WELL UNDERGROUND RING WITH FOUNDATION •••.•� AND UNDERGROUND CONDUIT. o . s:� �•a EQUIPMENT GROUNDING SCHEMATIC NT"SE 11502 W ��'• 10�26/1 . .4-1 F '•• .•' X ONAIL wmm 850 UMTS m w w GSM — z LC c, z - z o ORANGE/WHITE T TX z „- o dncK WHITE/ORANGE R w "CROSS—OVER co w z > CABLE w w o w ORANGE/WHITE T CONFIGURATION" o w w w 8 PAIR 24 AWG N w 18" GROUND PIGTAIL RX w WHITE/BLUE R 6 PAIR 24 AWG (GROUND AT BTS CABINET z Q T ONLY BY BTS VENDOR) (RECTIFIER MINOR, (D o PLUYA RECTIFIER MAJOR) to PNOTE: 2 PAIR 26 AWG GENERAL DYNAMICS TO DETERMINE WHEN TO USE � Zz VENDOR CDS DATACOM INC. ATLANTIC CAB 16 PAIR. 26 AWG LE SALES INC. (ACS) STRAIGHT OR CROSS—OVER PIN CONNECTION 214-340-9199 800-241-9881 DRAWN BY: MF MF INDOOR SINGLE ENDED PART # C00411450-XXX PART # 010716-XXX DG CONTROL CHECKED BY: BLUE WHITE T POWER RACK DRAWING DATE:: 9/19/12 INDOOR DOUBLE ENDED PART # C004114567-XXX PART # 010716-1-XXX / PLANT OUTDOOR SINGLE ENDED PART # C00411483-XXX PART # 010717-XXX OUTDOOR DOUBLE ENDED PART # C00411484-XXX PART # 010717-1-XXX TX XXX = LENGTH N FEET WHITE/BLUE R (3) 4 PAIR 24 AWG SITE NUMBER:COU4145 RJ48C 8 PIN CONNECTOR SITE NAME:SUNBURST MONOPINE * T1 CABLE MUST BE VENDOR FROM TABLE (NO SUBSTITUTION) ORANGE/WHITE T "STRAIGHT CROWNCASTLE SITE NAME NOTES: THROUGH CABLE CROWN-VAIL 1. THE CABLE IS A STRAIGHT-THRU CABLE WITH IDENTICAL CONNECTOR WHITE/ORANGE R RX CONFIGURATION" SMOKE DECT. PIN—OUT CONNECTION ON BOTH ENDS. BUSINESS UNIT NUMBER 2. CABLE MAY BE BULK ORDERED AND BE CONNECTED AT THE SITE. DOOR/TOS 810106 HI TEMP LOW TEMP SITE ADDRESS 1309 ELKHORN DRIVE TVSS TELCO (2) 6 PAIR 24 AWG VAIL,CO 81657 BLOCK EAGLE COUNTY INTRUSION USA ALARM BLOCK 4-C SERVICE SHEET TITLE 2 PR. 22 AWG 0I AT&T CA MECHANICAL ENGINEERS . ELECTRI0 ELECTRICAL DETAILS 6909 South Holly Circle, Suite 304 Englewood, CoLo-odo 8011 _ Ph- (303) 773-8773 Fax- (303) 779-8333 SHEET NUMBER IF—Ti /PCM CONNECTOR PIN-OUT DETAIL NT"S. 2 TELCO &ALARM WIRING DIAGRAM TS, E-9 Z v Ld �c�t8C t Ld zF- a � 0 x 5" ANDREW FEED THRU BOOT o PART # 48931-1 SINGLE 7/8" COAX A 48939-2 THREE 7/8" COAX A C L C 48939-4 SINGLE 1 5/8" COAX INTERNATIONAL HOSE CLAM 9830 S. 51 ST STREET COUPLIN / 4" CONDUIT PHOENIX,AZ 85044-5677 [FDOWN SPACE TO EQUIPMENT PLANS PREPARED BY: 13969 W. tat Ave. 9 COAX/CONDUIT WEATHER PROOF DETAIL SCALE:N.T.S. $ NOT USED SCALE:N.T.S. 7 NOT USED SCALE:N.T.S. Golden, Co 80401 P:303-325-5606 F:303-325-5629 /i. #6 FROM ANTENNA CAB L GROUND KIT (REFER TO RF SYSTEM SCHEDULE FOR CABLE '�N QUANTITIES T VO - -°. 11502 #6 AWG, JUMPER 0 . .� \ ANTENNA CABLE LUG (TYP.) �'��'•1 0/2 6 2. GROUNDING KIT INSIDE �A GROUND BA THE CABLE TRAY (TYP.) �// �/ 0 0 0 *1 #2_ INSULATED >_ 0 000 O 0 m � � U AWG STRANDED, GROUNDING BAR, INSULATED TO MGB NEWTON, SIMILAR TO SIDE VIEW OF CABLE DETAIL 509 WITHOUT z SILICON INSULATORS, MOUNTED TRAY OR COAX BRIDGE DUAL CADWELDS, TO BE- / SEAL AT OUTSIDE OF CABLE TRAY KIT 1" PVC SEALTIT USED WITH #2 AWG BCW TOP �� o TO GROUND RING �1" PVC 0 NOTE: SEALTITE m z „� o 1. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON c ° ALL LUG CONNECTIONS. cn w z > w w o w o a w 6 NOT USED SCALE:N.T.S. 5 GROUND WIRE TO GROUND BAR SCALE:N.T.S. 4 GROUND BAR DETAIL @ CABLE TRAY scALE:N.T.S. N N „LLJ NOTES: O ° 1) ANTENNA INCLUDES A FEMALE NOTES: DIN CONNECTOR � o 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 2) JUMPER CABLE INCLUDES (2)-MALE DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR DIN CONNECTORS 3) SURGE ARRESTOR INCLUDES (2)-FEMALE DRAWN BY: MF DIN CONNECTORS CHECKED BY: MF 2.WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART DRAWING DATE: 9/19/12 NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) EQUIPMENT ANTENNAS TO ANTENNAS ANTENNA SITE NUMBER:COU4145 SITE NAME:SUNBURST MONOPINE JUMPER REQUIRED 0 WEATHERPROOFING KIT (TYP.) SURGE .41.001 CROWNCASTLE SITE NAME FOR 1 5/8"0 COAX OR RX1 SURGE ARRESTOR FOR EASE OF RXO TXO / CROWN-NAIL CONNECTION (TYP.) -STANDARD GROUND KIT (TYP.) }t2" JUMPER TO (SEE NOTE) PROVIDED BY RADIO FEMALE DIN BUSINESS UNIT NUMBER ANTENNA CABLE IN EQUIP INSTALLER CONNECTOR CONNECTO CABLE TRAY TO EQUIPMENT MALE DIN 810106 WEATHERPROOFING KIT LOCATION (TYP.) CONNECTOR WEAT SEE NOTE 2 SITE ADDRESS #6 AWG GROUND BAR, MOUNTED MALE DIN Y2" JUMPER NEAR/BELOW ANTENNA CABLE 1309E DRIVE FROM ANTENNA FRA FEMALE DIN CONNECT/ MALE DIN NAIL,CO 1657 8 81657 MALE DIN CONNECTOR EAGLE COUNTY SUPPORT #2 AWG STRANDED, CONNECTOR / FEMALE DIN USA FROM ANTENNA MAST AIR INSULATED BONDED TO MAIN COAX CAB Lz CONNECTOR SHEET TITLE GROUND WIRE ALONG CABLE TERMINALS (WHEN #2 AWG STRANDEDTRAY TO MGB AT&T REQUIRED) INSULATED pmagav gWfflaggp 30W(go OW(s ELECTRICAL DETAILS MECHANICAL ENGINEERS . ELECTRICAL 6909 South Holly ClrcLe, Suite 304 Englewood, Colorado 80112 SHEET NUMBER Ph. C303> 773-8773 Fax C303) 779-8333 3 NOT USED SCALE:N.T.S. Z GROUND WIRE TO GROUND BAR SCALE:N.T.S. 1 CONNECTION DIAGRAM SCALE:N.T.S. C_10 CADWELD CONNECTION MECHANICAL CONNECTION `O TO EXTERIOR BUS BAR TO INTERIOR BUS BAR 1/2" PVC NOTES: ` , #2 CU. SOLID TINN 1) ALL HARDWARE IS STAINLESS STEEL. �a t COPPER TO MASTER INTERIOR 2) COAT ALL SURFACES WITH KOPR-SHEILD BEFORE MATING. GROUND BAR MOUNTED 3) ALL LUGS TO BE DOUBLE LUGGED. 1/2" PVC EXTEND TO 1 IN PVC SLEEVE BELOW GRADE THROUGH WALL (TYP.) 4) BUS BARS: NEWTON 4"x20"x1/4" COPPER, OR EQUAL. TO GROUND RING ORS SEAL HOLE IN WALL WITH DOUBLE-LUGGED Cu CC CHEMICAL GROUND POLYSEAM S AN' E 'LEAD TO ANDREW /l L GROUND KIT ® I INTERNATIONAL FINISH GRADE °° EACH COAX ° 00° TEST MOBILE #6 AWG STRANDED 9830 S. 51 ST STREET 3.. /� y�y ��\^yv�i�/� yyi ii y0iyy���y�\i GPS o0 0 0 0 0 0 00o E TRY4 PORT TO COAX PHOENIX,AZ 85044-5677 0 0 000 O o 0 O O PLANS PREPARED BY: BOLT TO WALL WITH INSULATED (2) LEADS TO BURIE STAND-OFF -��GROUND ROD (TYPICAL) GROUND RING EXTERIOR COAX ENTRY BUS 13969 W. tat Ave. Golden, Co 80401 7 NOT USED SCALE:N.T.S. 4 SHELTER GROUND DETAIL SCALE:N.T.S. MOUNT ON EXTERIOR WALL OF G Idea,325-5606 F:303-325-5629 SHELTER AT COAX ENTRY PORT R cD ROOMG OF INSULATEDTTWNED 01. INTERIOR GROUND HALO PANDUIT STANDOFF Cu LEAD TO TELCO = ; 18" O.C. SURGE ARRESTOR -°• 11502 #2 AWG GREEN ISCW •� \ HORIZ. & VERT. 00000 000000000000 GRADE MICROFLECT 16-PORE INSIDE vlEw (P/N/ Fo 000 0 0 0 a ��••.1 0/26/ ; 30 'ilk ENTRY PORT PP2S-S10-X) 00 000000000 INSULATED �/, �/�••.••.���Xy��� W W SURGE SUPPRESSOR STANDOFF CONNECTOR TO O \\\ mZ / r NAL y .1 • CADWELD / ���II III����\ I W� 2 SOLID TINNED TELCO BOARD RACK MOUNTED W/ NATURAL NYLON # o EXTERIOR GROUND RING 3/8" THREADED ROD CABLE TIES Cu LEAD TO #2 AWG. BCW GROUND RING TELCO BOARD GROUND BUS } z m � In In - -' #6 AWG GREEN ISCW T6-� BOLT TO TELCO BOARD SURGE SUPPRESSOR m GROUND BAR GROUND COAX PORT y� z IF INSIDE ONLY MASTER GROUND z ( ) �o GROUND ROD BAR MGB EXOTHERMIC WELD 0 y af COPPERWELD — DOUBLE-LUGGED Cu ° ° L) cn 5/8"0x10'-O" LONG 2 SOLID BTCW T (CAD-WELD) z # LEAD TO ANDREW EXTERIOR GROUND RING r GROUND KIT c z 0 000000000 000 000 °o°o°o co CL z y 0o0 oo0 o0o EACH COAX WC C cl� 6 GROUND RING AND ROD DETAIL SCALE:N.T.S. 3 GROUND WIRE TO GROUND BAR SCALE:N.T.S. BOLT TO WALL WITH N N "'Lj TO BURIED GROUN INSULATED n NOTES: RING STAND-OFF (D o COAX / TOWER BASE 0 1. ALL HARDWARE (INCLUDING NUTS, BOLTS AND LOCK WASHERS) SHALL BE STAINLESS L o STEEL. CONNECTIONS SHALL BE MADE IN THE FOLLOWING SEQUENCE: BOLT, LOCK WASHER, BOLT TO COAX LADDER ® BASE BUSS BAR, LUG AND LOCK WASHER. OF TOWER DRAWN BY: MF 2. CONNECTIONS TO STEEL SHALL HAVE A THOMAS & BETTS IDTW DRAGON TOOTH CHECKED BY: MF TRANSITION WASHER BETWEEN THE LOCK WASHER AND THE LUG. CONNECTIONS SHALL BE DRAWING DATE: 9/19/12 MADE IN THE FOLLOWING SEQUENCE: BOLT, LOCK WASHER, STEEL DRAGON TOOTH WASHER, / #6 AWG STRANDED LUG AND LOCK WASHER. / INSULATED Cu LEAD RUN ALONG CABLE SITE NUMBER:COU4145 3. KOPR-SHIELD, ANTIOX, NO-OX, OR EQUIVALENT SHALL BE APPLIED WHERE ALL / TRAY FOR DISSIMILAR METALS CONNECT. TO POLYPHASER CONNECTION TO ALL SITE NAME:SUNBURST MONOPINE BURNDY GROUND PLATE CROWNCASTLE SITE NAME HVAC, VENTS, DOOR S/S NUT LUG, SEE LUG S/S LOCK WASHE SCHEDULE TO CABLE TRAY FRAMES & ELEC. CROWN-VAIL KOPR-SHIEL FOR 000000000 00000 PANEL ENCLOSURES INK SPECIFICATIONS o 000 000000 000 BUSINESS UNIT NUMBER 00 HEAT SHRINK (CLEAR) BUS BA S/S BOLT (1 OR 2) BOLT TO WALL W/ 610106 S/S LOCK WASHE GROUNDING / INSULATED CONDUCTOR (2) LEADS TO BURIED � STAND-OFF SITE ADDRESS LUG SCHEDULE ' 2-HOLE LUG GROUND RING MASTER GROUND BUS 1309 ELKHORN DRIVE WIRE SIZE BURNDY LUG BOLT SIZE W/LONG BARREL FOR #6 STRANDED VAIL,CO 81657 #6 AWG YA6C-2TC38 3/8" - 16 NC S 3 BOLT EAGLE COUNTY BARE WIRE TO MOUNT TO WALL UNDER GPS / USA #2 AWG SOLID YA3C-2TC38 3/8" - 16 NC S 3 BOLT BE NO-OXED TEST MOBILE ENTRY PORT SHEET TITLE #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 3 BOLT AT BOTH ENDS #2/0 AWG YA26-2TC38 3/8" - 16 NC S 3 BOLT HEAT SHRINK AT&T #4/0 AWG YA28-2N 1/2" - 16 NC S 3 BOLT #6 STRANDED MECHANICAL o4 ac�aaENGINEERS aaaoc�aE�BWCS ELECTRICAL DETAILS 6909 South Holly lrcle, Suite 304 Englewood, CoLorndo 80112 SHEET NUMBER Ph- (303) 773-8773 FQxl (303) 779-8333 NOT USED SCALE:N.T.S. 2 GROUND WIRE TO GROUND BAR SCALE:N.T.S. 1 FCONNECTION DIAGRAM SCALE:N.T.S. E-11 CONTRACTOR GENERAL NOTES 1.3 COMPLETE SYSTEMS 1.11 MAINTAINING SITE CONDITIONS � � 1. CONTRACTOR WILL PROVIDE ALL LABOR,MATERIALS,TOOLS, EQUIPMENT, SAFETY EQUIPMENT, A GENERIC: FURNISH AND INSTALL ALL MATERIALS AS REWIRED FOR COMPLETE SYSTEMS,WHETHER A THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY PROJECT SITE. a t&� TRANSPORTATION,AND SERVICES NECESSARY TO COMPLETE ALL THE WORK OUTLINED IN ALL THE SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SFWl BE COMPLETELY ASSEMBLED,TESTED,ADJUSTED, REMOVE AND DISPOSE OFF SITE ALL RUBBISH,WASTE,UTTER,AND ALL FOREIGN SUBSTANCES V DRAWINGS, SPECIFICATIONS,SCOPE OF WORK, BILL OF MATERIALS,AND ANY OTHER DOCUMENT ISSUED DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO AT&T'ACCEPTANCE IN A LEGAL MANNER.REMOVE PETRO-CHEMICAL.SPILLS,STAINS,AND OTHER FOREIGN DEPOSITS BY AT&T AND AT&T WIRELESS SERVICES. IN COMPLIANCE WITH OSHA REGULATIONS.RETURN ALL SURFACES TO ORIGINAL CONDITION. 2.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, 1.4 CODES AND REQULATIONS REGULATIONS, SAFETY REGULATIONS,ALL OSHA REGULATIONS,ALL PUBLIC AND MUNICIPAL AUTHORITIES, A GENERAL COMPLY WITH ALL GOVERNING FEDERAL STATE AND LOCAL LAWS,ORDINANCES,CODES,RULES LANDSCM AND ANY UTILITY COMPANY REGULATIONS AND DIRECTIVES. 1.THE CONTRACTOR SHALL GRUB THE SITE AREA AND ANY ACCESS ROAD,CLEARING AND REMOVING ?/As? WN AND REGULATIONS. WHERE THE CONTRACT DOCUMENTS EXCEED THESE REQUIREMENTS,THE CONTRACT A MINIMUM OF 6'TO ACHIEVE A STABLE SUB-BASE TO ACCEPT FILL OR OTHER MATERIAL SPECIFIED ?OWN- MD ALL MATERIALS SUPPLIED BY THE AT&T REPRESENTATIVE,AND THE CONTRACTOR,SHALL BE INSTALLED DOCUMENTS SHALL GOVERN. IN NO CASE SWILL WORK BE INSTALLED CONTRARY TO OR BELOW MINIMUM FOR THE SITE AND NOT REUSED IN ANY PART OF THIS PROJECT. IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER LEGAL STANDARDS. 01-1NTERNATIONAL* MANUFACTURER'S RECOMMENDATIONS. B.UTILITIES: COMPLY WITH ALL APPLICABLE RULES,RESTRICTIONS,AND REQUIREMENTS OF THE UTILITY 2. R IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO CALL THE LOCAL LOCATING AUTHORITIES TO 4.ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO VISIT EACH SITE PRIOR COMPANIES SERVING THE PROJECT SITE/FACILITIES. PROJECT AREA THE CONTRACTOR SHALL UPLACLE THESE ITEMS ON THE AS-BUILT DRAWINGS. 9830 S. 51ST STREET TO THE BID SUBMITTAL AND FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS AND C.NON-COMPLIANCE SHOULD ANY WORK BE PERFORMED WHICH IS FOUND NOT TO COMPLY WITH ANY Of PHOENIX,AZ 85044-5677 UNDERSTAND THE SCOPE OF WORK INTENDED FOR THE PROJECT.THIS WILL BE PERFORMED AT THE THE ABOVE NON-COMPLIANCE.' S SHALL PROVIDE All WORK AND PAY ALL COSTS NECESSARY TO CORRECT THE 3. IF LANDSCAPING IS REQUIRED,SUBMIT TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY CONTRACTOR'S EXPENSE. DEFICIENCIES. LETTERHEAD TO AT&T. IF A LANDSCAPE ALLOWANCE IS INCLUDED,PROVIDE A LIST OF PROPOSED ITEMS AS WELL AS A LANDSCAPE PLAN ON NURSERY LETTERHEAD. BY: 5.THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT PLANS PREPARED DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.THE CONTRACTOR IS TO VERIFY THE 1.5 REFERENCE STANDARDS 4.ALL ROADWORK AND MATERIALS SHALL CONFORM TO ALL STATE AND LOCAL CODES IN DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO AT&T PRIOR TO ACCORDANCE WITH THE DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD COMMENCING THE RELATED WORK. ANY MINOR ERRORS OR OMISSIONS IN THE DRAWINGS AND A ALL LATEST PUBLISHED STANDARDS OF THE FOLLOWING ASSDCIATIONS/ORGANIZATIONS SHALT.BE SPECIFICATIONS. SPECIFICATIONS,DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND FOLLOWED AND APPLIED WHERE APPLICABLE,AS MINIMUM REQUIREMENTS. IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 1) (ANSI)AMERICAN NATIONAL STANDARDS INSTITUTE. 5.THE ACCESS ROAD, IF REQUIRED,WILL BE CONSTRUCTED FIRST BEFORE ANY OTHER WORK ON THE j 2 (ASIA)AMERICAN SOCIETY FOR TESTING AND MATERIALS. SE IS PERMITTED. BRING THE ROAD TO SUBBASE COURSE TO ALLOW CONSTRUCTION TRAFFIC TO 13969 W. let Ave. 6.ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY BASIS.ALL TRASH AND USE THE ROAD FOR THE PROJECT,AND COMPLETE THE ROAD AFTER THE CONSTRUCTION OF THE SITE Gowen,Co 80401 MATERIALS NO LONGER BEING USED AT THE SITE MUST BE REMOVED AND PROPERLY DISPOSED OF ON 3; (R)ELECTRICAL TESTING LABORATORY. IS SUBSTANTIALLY COMPLETE. P:303-325-5606 F.303-325-5629 A DAILY BASIS. ANY EXCESS MATERIAL WILL BE RETURNED TO AT&T AND DELIVERED TO THE 4) (ILEA)INSULATED CABLE ENGINEERS ASSOCIATION. WAREHOUSING FACILITY PER THE DIRECTION OF AT&T. 5) (IEEE)IN9 ME OF ELECTRICAL AND ELECTRONIC ENGINEERS. 6.ALL SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED TO HAVE A POSITIVE DRAINAGE 6) (NBFU)NATIONAL BOARD OF FIRE UNDERWRITERS. FLOW AWAY FROM THE SITE AND EQUIPMENT. ANY DISCREPANCIES IN THE DRAWINGS OR 7.THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIOR TO A NOTICE TO 7 (IN MA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. SPECIFICATION MUST BE BROUGHT TO THE ATTENTION OF AT&T IMMEDIATELY. PROCEED(NIP)HAS BEEN ISSUED AND A PRE-CONSTRUCTION MEETING AT THE SITE HAAS TAKEN PLACE. 8; (NE NATIONAL.ELECTRIC SAFETY CODE O REG 9) (NFPA)NATO&FIRE PROTECTION ASSOCIATION. 7.ALL ACCESS ROAD AND SITE AREAS WILL HAVE AN UNDERLAYMENT OF MIRAFI-50OX GEOTEXTILE t��Q . �iSJ 8.ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A WRITTEN 18 MONTH 10) (UL)UNDERWRITER'S LABORATORIES. FABRIC,OR APPROVED EQUAL O.. DER jA WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM AT&T. 11) (BOCA)BUILDING OFFICIALS$CODE ADMINISTRATORS. • 12) (NEC)NATIONAL ELECTRICAL CODE AN 8.A SOIL STERILIZER SHALL BE APPLIED TO ALL GRAVEL SURFACES, D BE AN EPA REGISTERED e 9.THE CONTRACTOR SHALL HAVE DESIGNATED A MANAGER ON SITE AT ALL TIMES THAT ANY WORK IS LIQUID COMPOSITION AND OF PRE-EMERGENCE DESIGN. THE PRODUCT LABEL AND INFORMATION WILL y BEING PERFORMED. A SUB-CONTRACTOR IS NOT DEFINED AS A DESIGNATED MANAGER. BE GIVEN TO AT&T. _ �y ® m 1.6 PERMITS s7 -nr 10.THE CONTRACTOR SHALL PROVIDE A SCHEDULED LIST OF ALL SUB-CONTRACTORS, WHICH SHALL CE ALIT SNOW, ROOTS SOD WELL-GRADED, HARD. DELETERIOUS OR ORGANIC MATTER.GRAVE'MATERIAL M 'P x �{/ INCLUDE ADDRESSES, CELL PHONE NUMBERS, HOME PHONE NUMBERS,VERIFICATION OF INSURANCE,ANY A GENERAL ALL PERMITS REWIRED BY ALL APPLICABLE AGENCIES,WILL BE OBTAINED BY SUBCONTRACTOR. SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS: • ,.° AND ALL PERTINENT LICENSES,AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE FS••�..•••• ISSUANCE OF AN NTP. 1.7 SUBIrT1AlS SIEVE NUMBER X PASSING BY WEIGHT n n 11.THE CONTRACTOR IS TO KEEP A COMPLETE AND UP-TO-DATE SET OF THE DRAWINGS, 4• 100 V/ONAL SPECIFICATIONS,SCOPE OF WORK,AND BILL OF MATERIAL ON THE SITE AT ALL TIMES. THIS WILL BE A REQUIRED SUBMITTALS INCLUDE LIST OF SUBCONTRACTORS;PRODUCT DATA;SHOP DRAWINGS;SAMPLES; REFERENCED AS THE AS-BUILT DRAWINGS AND MUST BE KEPI CURRENT ON A DAILY BASIS. THIS IS IN TEST REPORTS;CERTIFICATIONS;WARRANTIES;MAINTENANCE MANIAS; RECORD DRAWINGS;AND VARIOUS 1/2' 50-85 >_ of cif ADDITION TO THE PERMIT SET. ADMINISTRATIVE SUBMITTALS. 1 40-75 m Y Y #10 30-60 12.A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE CONTRACTOR NEAR THE B.RECORD DOCUMENTS:INDICATE ACTUAL INSTALLED LOCATIONS FOR ALL EQUIPMENT AND DEVICES ROUTING /40 10-30 COMPLETION OF THE PROJECT TO BE USED TO TRANSFER THE INFORMATION FROM THE FIELD COPY OF OF MAJOR INTERIOR RACEWAYS,LOCATIONS OF ALL CONCEALED AND UNDERGROUND EQUIPMENT AND 1100 5-20 0 AS-BUILT DRAWINGS TO THE NEW COPY.THIS NEEDS TO BE SUBMITTED TO AT&T WITH THE CLOSEOUT RACEWAYS AND ALL APPROVED MODIFICATIONS TO THE CONTRACT DOCUMENTS,AND DEVIATIONS NECESSITATED 1400 0_8 DOCUMENTS. BY FIELD CONDITIONS AND CHANGE ORDERS. 10.ALL FILL DIRT SHAD.BE CLEAN AND NATURAL, FREE FROM ANY DELETERIOUS MATERIALS,ROOTS, 13.ON ANY CO-LOCATION SfiE THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE NOT TO USE C.SAFETY MEETING(S)MINUTES. z SOD ICE, SNOW, ,AND RUBBISH. A COPY OF ALL DELIVERY TICKETS WILL BE SUBMITTED TO AT&T p EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO ANY OTHER CARRIER. FAILURE TO Z z - I ADHERE TO THIS WILL CAUSE IMMEDIATE DISMISSAL OF THE CONTRACTOR FROM THE PROJECT. D.NUMBER OF COPIES OF ALL SUBMITTALS:1W0 WITHIN 24 HOURS FROM THE DELIVERY. p o 11.ALL TRENCHES SHALL HAVE ASIX-INCH BASE OF CLEAN SAID FILL TO ACCEPT THE CONDUITS, a 0 14.THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND TESTING REQUIRED FOR 18 OUALI Y ASSURANCE AND ANOTHER 12"OF CLEAN SAND FILL ON TOP OF THE CONDUITS. THE REMINDER OF THE v v EACH PROJECT. A 48-HOUR NOTIFICATION TO AT&T IS REQUIRED FOR ALL INSPECTIONS AND TESTING. TRENCH SHALL HAVE A CLEAN COMPATIBLE FILL PLACED IN MAXIMUM LIFTS OF 8',AND MECHANICALLY w Lu 0 w A FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE A MANUFACTURERS QUALIFICATIONS:NOT LESS THAN THREE YEARS EXPERIENCE IN THE ACTUAL PRODUCTION COMPACTED TO A DENSITY OF 95%. METALLIC WARNING TAPE SHALL BE PLACED AT 12'BELOW ° a p Q I SUBMITTED TO AT&T WITHIN 24 HOURS OF THE INSPECTION OR TEST. OF THE SPECIFIED PRODUCTS. FINISHED GRADE ALONG THE ENTIRE TRENCH. N _ 15.THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO HIM/HER,AND TO REPORT B.INSTALLERS QUALIFICATIONS:FIRM WITH NOT LESS THAN FIVE YEARS EXPERIENCE IN THE INSTALLATION OF w ANY SHORTAGES AND DISCREPANCIES TO AT&T AT THE TIME OF ISSUANCE THE CONTRACTOR SHALL ELECTRICAL SYSTEMS AND EQUIPMENT SIMILAR IN SCOPE AND COMPLEXITY TO THOSE REQUIRED FOR THIS 12.ALL COMPACTION OF SITE AREAS SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER V) N STORE THESE MATERIALS PROPERLY,ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND IN A PROJECT,AND HAVING SUCCESSFULLY COMPLETED AT LEAST TEN COMPARABLE SCALE PROJECTS. AREAS SHALL BE COMPACTED BY A SHEEP'S F00T VIBRATORY ROLLER WEIGHING AT LEAST 5 TONS. O 0 0 0 MANNER THAT WILL NOT VOID THE WARRANTY ON ANY ITEM. IF ANY EM IS DAMAGED OR UNUSABLE SMILER AREAS SHALT.BE COMPACTED BY A POWER-DRIVEN HAND-HELD TAMPER. ALL COMPACTED � DUE TO IMPROPER HANDLING AND STORAGE,THE CONTRACTOR WILL REPLACE IT AT HIS/HER EXPENSE. C.INCIDENTAL WORK:PAINTING,PATCHING WELDING,CARPENTRY,MECHANCGV WORK AND THE LIKE REQUIRED AREAS SHALL BE COMPACTED TO WITHIN 95%,AND TESTED BY AN INDEPENDENT LABORATORY. IT FOR WORK SHALL BE PERFORMED BY CRAFTSMAN SKILLED IN THE APPROPRIATE TRADE. WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE THE TESTING. ANY SCHEDULING N 7 16.THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE WORKERS ON EACH FOR A PROCTOR WILL BE THE CONTRACTOR'S RESPONSIBILITY,AND MUST BE DONE IN A TIMELY Z PROTECT FOR THE DURATION OF THAT PROJECT. 1.9 INSPECTIONS FASHION TO ASSURE THE PROJECT WILL NOT BE DELAYED. DRAWN BY: KR 13.ANY FILL OR STONE WILL BE PLACED IN MAXIMUM 8'LIFTS PRIOR TO COMPACTING. CHECKED BY: KS 17.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF ANY EXISTING A GENERAL DURING AND UPON COMPLETION OF THE WORK,ARRANGE AND PAY ALL ASSOCIATED COSTS DRAWING DATE: 10/26/12 BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT,WALKS, DRIVES,AND ATTACHMENTS. IF ANY DAMAGE FOR INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT,IN ACCORDANCE WITH THE 14. FINISHED GRADE, INCLUDING TOP SURFACE COURSE,SHALL EXTEND A MINIMUM OF 12'BEYOND SHOULD OCCUR,THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITIONS OF THE CONTRACT CONDITION. THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. B.INSPECTIONS REQUIRED:AS PER THE LAWS AND REGULATIONS OF THE LOCI.AND/OR STATE AGENCIES SITE NUMBER:COU4145 HAVING JURISDICTION AT THE PROJECT SITE 15. USE RIPRAP IN ANY AREAS WITH A SLOPE GREATER THAN 2:1, IN THE ENTIRE DITCH FOR 6 FEET SITE NAME:SUNBURST MONOPINE C.INSPECTION AGENCY:APPROVED BY THE LOCAL AND/OR STATE AGENCIES WAVING JURISDICTION AT THE IN ALL DIRECTIONS AT CULVERT OPENINGS,AND WHEREVER INDICATED ON PLANS. / CROWNCASTLE SITE NAME PROJECT 16.SEED FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, PART 1 - PROJECT GENERAL NOTES D.CERTIFICATES: SUBMIT ALL REQUIRED INSPECTION CERTIFICATES. DITCHES,DRAINAGE, SURFACE CONDITIONS D SWALES NOT OTHERWISE IISE RIRAGE ROOTING.SEEDPREPA ER ILIZER SURFACE SHALL ERLY TO CROWN-VAIL ACCEPT THE SEEDS. SOW SEEDS IN TWO OPPOSE DIRECTIONS IN TWICE THE QUANTITY 1.10 DELIVERY STORAGE AND WANDUNG BUSINESS UNIT NUMBER 1.1 SCOPE Of WORK RECOMMENDED BY THE SEED PRODUCER. A PROVIDE ALL LABOR,MATERIAL,TOOLS,EQUIPMENT,TRANSPORTATION AND SERVICES NECESSARY FOR AND A PACKING AND SHIPPING:DELIVER PRODUCTS IN ORIGINAL UNOPENED PACKAGING,PROPERLY 17.THE CONTRACTOR IS RESPONSIBLE TO ENSURE GROWTH OF THE SEEDED AND LANDSCAPED AREAS 810106 INCIDENTAL TO COMPLETION OF ALL WORK AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. IDENTIFIED WITH MANUFACTURER'S IDENTIFICATION,AND COMPLIANCE LABELS, BY WATERING, STRAW, MULCH, NET,AND ANY OTHER PROPER LANDSCAPING METHOD NECESSARY. ALL 1.2 MM USE AND INTERPRETATION B.STORAGE AND PROTECTION:COMPLY WITH ALL MANUFACTURER'S WRITTEN RECOMMENDATIONS. AREAS MUST HAVE SUSTAINED GROWTH BY THE TIME OF COMPLETION OF THE PROJECT. SITE ADDRESS STORE ALL PRODUCTS IN A MANNER WHICH SHALL PROTECT THETA FROM DAMAGE,WEATHER, 18.THE CONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS AND SOIL EROSION.STRAW BALES 1309 ELKHORN DRIVE A THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERA.ARRANGEMENT OF SYSTEMS AND EQUIPMENT AND ENTRY OF DEBRIS, SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. VAIL,CO 81657 EAGLE COUNTY UNLESS INDICATED OTHERWISE BY DIMENSIONS OR DETAILS.EXACT EQUIPMENT LOCATIONS AND ROUTINGS,ETC. C.DAMAGED PRODUCTS: DO NOT INSTAL.DAMAGED PRODUCTS. ARRANGE FOR PROMPT SHALL L BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR INSTRUCTIONS OF THE ENGINEER AND/OR GENERA. REPLACEMENT. USA DYNAMICS. SHEET TITLE AT&T GENERAL NOTES SHEET NUMBER GN1 PART 2 - PRODUCTS o- 1.ALL MATERIALS, LABOR,AND METHODS SHALL CONFORM TO ALL APPLICABLE ASTM AND ACI 1.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING,AND FEES IN CONJUNCTION WiTH THE PROJECT. �a t t STANDARDS AND REQUIREMENTS. iT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL 2.1 GENERAL vI \\\ill STANDARDS ARE MET,AND TO BE ABLE TO PRODUCE THE VERIFICATION OF THESE ITEMS UPON 2.THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WiTH THE PROPER AUTHORITIES AND INFORM AT&T A.GENERAL REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALL BE IN ACCORDANCE WiTH REQUEST. 48- HOURS IN ADVANCE.ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE SUBMITTED TO AT&T WITHIN 24 HOURS CONTRACT DOCUMENTS AND STANDARD PRODUCTS OF THE VARIOUS MANUFACTURERS,WiTH ALL 2.THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AT THE TESTING LABORATORY,AND INFORM AFTER THE INSPECTION HAS TAKEN PLACE. MATERIALS AND EQUIPMENT TO BE NEW, CLEAN, UNDAMAGED,AND FREE OF DEFECTS AND AT&T WITHIN 24 HOURS OF THE INSPECTION OR TESL THE TEST WILL INCLUDE SLUMP,AIR CORROSION. 3.ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL, STATE,AND NATIONAL CODES, RULES, REGULATIONS AND ENTRAINMENT,TEMPERATURE,AND TEST CYLINDERS. A TOTAL OF FIVE CYLINDERS SHALL BE TAKEN STANDARDS. B.ACCEPTABLE PRODUCTS: THE PRODUCT OF A SPECIFIED OR APPROVED MANUFACTURER WILL BE R w DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50 YARDS. THE FIRST ACCEPTABLE ONLY WHEN THE PRODUCT COMPLIES WITH OR IS MODIFIED AS NECESSARY TO COMPLY �CA�TI N CYLINDER WILL BE BROKEN AT 3-i/2 DAYS,A SECOND AT 7 DAYS,A THIRD AT 14 DAYS AND A 4.ALL EQUIPMENT,WIRING,AND MATERIALS MUST HAVE A UL LABEL WiTH ALL.REQUIREMENTS OF THE CONTRACT DOCUMENTS. !l LL L FOURTH AT 28 DAYS. THE LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE USE IF INTERNATIONAL Ay NECESSARY. 5.ALL WORK SHN.L BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND PERFORMED IN A WORKMANLIKE C. COMMON ITEMS: WHERE MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED,ALL SHALL BE OF 0 MANNER AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT. THE SAME TYPE AND MANUFACTURER. 3.ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28-DAY STRENGTH OF 4,000 PSI AND A SLUMP OF 5"MAXIMUM WiTH THE MIXTURE PROPORTIONS MEETING THE ASTM AND ACI REQUIREMENTS. ALL 6.THOROUGHLY TEST ALL LINES, FEEDERS,EQUIPMENT,AND DEVICES WiTH MAXIMUM LOADS TO ASSURE PROPER D. UL USTING: ALL MATERIALS AND EQUIPMENT SHALL.BE UNDERWRITERS LABORATORIES(UL)LISTED 9830 S. 51ST STREET ADMIXTURES AND MATERIALS USED FOR THE CONCRETE MIXTURE SHALL ALSO CONFORM TO THE OPERATION. AND LABELED,WHERE UL STANDARDS AND LISTINGS EXIST FOR SUCH MATERIALS OR EQUIPMENT. PHOENIX,AZ 85044-5677 PROPER ASTM REQUIREMENTS. 7. CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR NON-METAWC UNLESS OTHERWISE NOTED. 2.2 RACEWAY SY g 4.THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPLIER TO HAVE AN APPROVED PLASTICIZER CONDUITS AND FIRINGS FOR INSIDE BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3 PLANS PREPARED BY: ON THE TRUCK TO AID IN THE POURING AND PLACING OF PIERS AND FOUNDATIONS. FEET OF ALL JUNCTION BOXES AND AT 8-FOOT INTERVALS OR LESS AS NEEDED WiTH APPROVED ANCHORING DEVICES. A RACEWAY SIZING: AS REQUIRED BY NEC(MINIMUM)WiTH OVERSIZED RACEWAYS AS INDICATED ON DRAWINGS. MINIMUM CONDUIT SIZE: 3/4-INCH,UNLESS INDICATED OTHERWISE. 5.AIR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO FREEZING TEMPERATURES. 8.ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED.SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER SIZE CONNECTORS PER LOCAL, STATE,AND NATIONAL CODES. B.RACEWAY TYPES: RIGID GALVANIZED STEEL CONDUIT,ELECTRICAL METALLIC TUBING(EMT),FLEXIBLE STEEL r� 6.THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS,SIZES,AND PROPER CONDUIT,UQUID-TIGHT FLEXIBLE STEEL CONDUIT,SCHEDULE 40 HEAVY WALL,AND SCHEDULE 80 EXTRA- ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY. 9. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. HEAVY WALL RIGID NON-METALLIC(PVC)CONDUIT,CONFORMING TO APPLICABLE ANSI,NEMA AND UL STANDARDS. 13969 W. 1st Ave. 7.THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS. ANY ATTACHMENT 10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND UTILITY COMPANIES. Golden, Co 80401 TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH DOWELS AT 18'0/C WITH A MINIMUM 6" C.FITTINGS: ALL RACEWAY FITTINGS(EXCEPT FOR RIGID NON-METALLIC CONDUIT)TO BE STEEL OR MALLEABLE p:3o3-325-SSOS F:303-325-5629 EMBEDMENT IN EACH DIRECTION AND AN APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING it.ALL.CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. IRON,AND UL-LISTED FOR THE INTENDED APPLICATION. EMT FITTING TO ER COMPRESSION TYPE SURFACE. CONTRACTOR SHALL VERIFY ALL LOCATIONS. D.OUTLET BOXES(SURFACE MOUNTED):CADMIUM PLATED CAST OR MALLEABLE IRON. 8.ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR 12.ALL WIRES SHALL.BE TAGGED AT ALL PULL BOXES,J-BOXES, EQUIPMENT BOXES,AND CABINETS WITH APPROVED E.PULL AND JUNCTION BOXES AND WIREWAYS:USE AS INDICATED AND REQUIRED. JUNCTION BOXES FOR DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR PLASTIC TAGS. GENERAL INDOOR USE(DRY LOCATIONS)TO BE OF GALVANIZED CODE CADGE SLID.CONSTRUCTION MINIMUM t1Apo REG/s� SPECIFICATIONS. 4'SQUARE x 1 1/2'DEEP WiTH SCREW-ON COVERS. WIREWAYS TO BE UL LISTED,SHEET STEEL D'•'•• F 13.ALL BREAKERS IN LOAD CENTER SHALL BE IDENTIFIED WITH TYPE WRITTEN LABELS NEATLY PLACED ALONG SIDE OF CONSTRUCTION WITH SCREW-ON COVERS. FOR EXTERIOR AND DAMP OR WET INDOOR LOCATIONS,USE BOXES �s s•'xo'jAMF 9.THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE WEATHER CONDITIONS; THE BREWER. AND WIREWAYS APPROVED FOR SUCH USE :`OQ sue•, PREMATURE DRYING AND MECHANICAL INJURY TO INSURE PROPER CURING. SHALL _ S 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY MECHANICAL AND LARGEE ENOUGH TO ACCOM OM DATE THE"REQUIRED 2NUMB R OF GROUNDING CONNECTIONS.THE BE TINNED COPPER HARDWARE SECURING F.PIPE SLEEVES:RIGID 5iID CONDUIT OR IRON PIPE EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE TO PREVENT ANY VOIDS OR ALL GROUND BARS SHALL BOND THEM TO THE STRUCTURE TO WHICH THEY ARE FASTENED. G.CONDUIT SEALS FOR CAST-IN-PLACE CONCRETE APPLCATIONS-ACCEPTABLE MANUFACTURERS: ; 34610 ° GAPS. 0-Z/GEDNEY TYPE"FSK;THUNDERUNE CORPORATION TUNK SEAL-WITH'LINK SEAL WALL SLEEVE 2 Q•t 15.ANY PENETRATIONS THROUGH WALLS, CEILINGS,FLOORS,ROOFS OR ANY OTHER SURFACE SHALL BE CORE DRILLED FOR CORE-DRILLED AND PRE-CAST OPENING APPLICATIONS-ACCEPTABLE MANUFACTURERS: lim AND CLOSED WITH A UL RATED FIRE SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS, O-Z/GEDNEY TYPE'CSML;"THUNDERUNE CORP.'LINK SEAL." � •°• � .°• 1.ALL LABOR, MATERIALS, FABRICATION AND WORKMANSHIP SHALL CONFORM TO THE CODES AND THEN THE CONTRACTOR SHALL ASSUME A 1-HOUR RATING. H.SWEET'S: ALL SWEEPS FOR COMMUNICATION EQUIPMENT OR INTO CONCRETE PAD SHALL BE MIN.24"RADIUS. ts•��� STANDARDS OF ASTM AND AWS. 16.THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED ON THE BEST AVAILABLE INFORMATION Q N�L 2.ALL WORK SHALL BE DONE BY A CERTIFIED WELDER. THE CONTRACTOR SHALL SUBMIT A COPY AT THE TiME THE DRAWINGS WERE ISSUED. CHANGES MAY OCCUR,AND THE CONTRACTOR SHALL VERIFY ALL ITEMS 23 CONDUCTORS-600 VOLT AND BELOW OF THE CERTIFICATION TO AT&T. PRIOR TO PLACEMENT,AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO AT&T. m Y Y Y A GENERAL SINGLE-CONDUCTOR 98%CONDUCTIVITY,ANNEALED,UNCOATED COPPER CONDUCTORS WiTH 3.ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED. 17.ALL UNDERGROUND CONDUITS SHALT.BE SCHEDULE 40 PVC. ALL SWEEPS OR BENDS,AND ABOVE-GROUND 600-VOLT RATED TYPE"THHN/THWN'INSULATION. CONDUITS SHALL BE RIGID GALVANIZED STEEL OR PVC SCHEDULE 80. ALL CONDUITS NOT TERMINATING INTO A CLOSED B.CONNECTORS: NYLON SHELL INSULATED MEULUC SCREW-ON CONNECTORS FOR 14- 10 AWG,AND o AREA MUST BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. ALL CONDUIT RISERS TO INCLUDE BOLTED PRESSURE OR COMPRESSION TYPE LUGS AND CONNECTORS WITH INSUUTINGCOVERS FOR 18 AWG ANTENNAS AND CAEq FS SUP TYPE EXPANSION JOINT. AND URGER 0 i.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM THE WAREHOUSE. GROUND 9 24 HANGERS AND SUPPORTS z 1.THE CONTRACTOR SHALL VERIFY WITH AT&T THAT ALL CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES,TRAYS, p o 2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO MANUFACTURERS A GENERAL ALL HANGERS,SUPPORTS, FASTENERS AND HARDWARE SIWl BE NOT-DIPPED GALVANIZED OR RECOMMENDATIONS. BRIDGES,PLATFORMS,AND ANY/ALL ITEMS ARE GROUNDED PROPERLY. F- c�: z EQUIVALENT CORROSION RESISTANCE BY TREATMENT,AND SHALL BE MANUFACTURED PRODUCTS DESIGNED 0_ FOR THE APPLICATION. o �[_ 3.TOWER TECHNICIANS MUST BE CURRENT ANDREWS CERTIFIED FOR CABLE CONNECTOR INSTALLATIONS. 2.THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH EXOTHERMIC WELDS AND/OR MECHANICAL TWO-LUG v �0 I,LLJ COMPRESSION CONNECTORS AS INDICATED ON PLANS. USE ONLY STAINLESS STEEL SCREWS, BOLTS WASHERS,AND NUTS B,TYPES' HANGERS,STRAPS,RISER SUPPORTS,CLAMPS,U-CHANNEL,THREADED RODS,ETC.AS INDICATED w o w 4.THE CONTRACTOR SHALL PERFORM THE SWEEP TESTING WiTH A WILTRON METAL 330 OR EQUAL,AND FOR FASTENING. OR REQUIRED. 0 PROVIDE TWO COPIES TO AT&T. THE REQUIREMENTS FOR THE TESTING RESULTS WILL BE ISSUED FROM AT&T PRIOR TO THE START OF THE PROJECT. THE CONTRACTOR IS TO 3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS. IF SURFACE IS COATED,THE COATING FILL OUT THE FORM ON SHEET E-5 OF THIS DOCUMENT SET.(SEE PART 4) MUST BE REMOVED DOWN TO THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED,APPLY A NON-CORROSIVE 2.5 ELECTRICAL IDENTI FICATION w N D coo APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS REMOVED z a c" 5.THE CONTRACTOR SHNL REPLACE,AT HIS/HER EXPENSE,ANY CABLES,CONNECTORS,JUMPERS,PHASERS, FROM METAL IT SHALL BE PAINTED OR TOUCHED UP WffH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL A.NAMEPLATES. THREE-LAYER LAMINATED PLASTIC WITH MINIMUM 3/16'HIGH WHITE ENGRAVED CHARACTERS o 0 0 0 0 AND ANY OTHER TIERS OR MATERIALS THAT THE CONTRACTOR DAMAGES. IF A FAULTY PIECE OF MATERIAL OR ON BLACK BACKGROUND AND PUNCHED FOR MECHANICAL.FASTENING. v: EQUIPMENT IS FOUND,AT&T WILL REPLACE IT,BUT THE CONTRACTOR IS RESPONSIBLE TO REINSTALL 4.ALL CLAMPS, SLEEVES,AND SUPPORTS USED TO SUPPORT OR CHANNEL THE GROUNDING SYSTEM CONDUCTORS AND w IT AT THE CONTRACTOR'S EXPENSE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR SWEEP ALL PVC CONDUITS SHALL BE PVC TYPE NON-CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS THAT WOULD B.FASTENERS: SELF-TAPPING STAINLESS-STEEL SCREWS OF NUMBER 10-32 STAINLESS STEEL MACHINE z N 7 ITEMS PRIOR TO INSTALLATION. FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. SCREWS WiTH NUTS AND FLAT LOCK WASHERS. C.UNDERGROUND WARNING TAPE:SIX-INCH WIDE POLYETHYLENE TAPE,PERMANENTLY BRIGHT COLORED WiTH DRAWN BY: KR 6.THE FOLLOWING TABLE WILL BE USED TO DETERMINE THE MINIMUM-EMENDING RADIUS OF EACH CABLE: 5.ALL GROUNDING CONNECTIONS SHALL BE COATED WITH T&B KOPR SHIELD ANTi-CORROSIVE AGENT. NO CONTINUOUS-PRINTED LEGEND INDICATING GENERAL TYPE OF UNDERGROUND LINE BELOW AND'CAUTION'. CHECKED BY: KS SUBSTITUTIONS ARE PERMITTED. VERIFY THE PRODUCT WITH AT&T PRIOR TO USAGE. COLORS AS FOLLOWS: 1)RED=ELECTRIC, 2)ORANGE=COMMUNICATIONS. DRAWING DATE: 10/26/12 ANTENNA TRANSMISSION LINE BENDING RADII DIAM.OF CABLE LDF# RADIUS 6. GROUND THE ANTENNA BASES,FRAMES,CABLE TRAYS AND RACKS,AND ANY OTHER MEiAWC COMPONENTS WITH 12 D.MARKING PENS:PERMANENT,WATERPROOF,QUICK DRYING BLACK INK. ACCEPTABLE MANUFACTURERS GROUNDING CONDUCTORS,AND CONNECT TO THE SURFACE-MOUNTED GROUND BARS. CONNECTION DETAILS SHALL BE SANFORD FINE POINT'SHARPIE,'OR EQUAL SITE NUMBER:COU4145 1/2 4 5' PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 7/8 5 10' E.WIRE TAGS:VINYL OR VINYL-CLOTH SELF-ADHESIVE WRAPAROUND TYPE INDICATING APPROPRIATE CIRCUIT SITE NAME:SUNBURST MONOPINE _ 7.THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR UGHTNING NUMBER,ETC. 1-5/8 7 ?p• PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT CROVVNCASTLE SITE NAME OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND 2.6 ENCLOSURES CROWN-VAIL SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST 7.THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT,ORDERLY AND STRAIGHT FASHION BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN VERTICAL LENGTH SHALL ALSO BE A DRY LOCATION, INDOOR-NEMA 1. PROVIDING ANCHORING AS RECOMMENDED BY THE MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT EQUIPPED WiTH ADDITIONAL GROUNDING AT MID-POINT. BUSINESS UNIT NUMBER B.WET LOCATION OR OUTDOOR-NEMA 3R. THE ONES PROPERLY. 8. THE CONTRACTOR,UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL SCHEDULE A TEST OF THE SYSTEM. 810106 WARRAW AT&T' REPRESENTATIVE WILL BE INFORMED 48 HOURS IN ADVANCE OF THE TEST. 2.7 GR(NINDING 1.THE CONTRACTOR SHALL WARRANTY ALL GENERAL WORK FOR A MINIMUM OF 18 MONTHS OR AS A SYSTEM DESCRIPTION: GROUNDING NETWORK SYSTEM SHALL.ESTABLISH AN EARTH-RESISTANCE TO THE SITE ADDRESS STATED ELSEWHERE IN THE CONTRACT. REFERENCE GROUND POINT NOT TO EXCEED 5 OHMS FOR BUILDING,CONSISTING OF BONDING OF STRUCTURE 1309 ELKHORN DRIVE AND OTHER METAL OBJECTS INCLUDING GROUNDING ELECTRODES AND INTERCONNECTING CONDUCTORS. THIS VAIL,CO 81657 2. ROOF WARRANTY: ALL WORK ON ROOFS SHALL BE PERFORMED IN FULL COMPLIANCE WiTH THE SHALL BE PERFORMED WiTH THE 3 POINT TEST METHOD. EAGLE COUNTY ROOF MANUFACTURER AND CONTRACTOR SHALL OBTAIN WRITTEN VERIFICATION FROM ROOF MANUFACTURER THAT THE WARRANTY REMAINS VALID AFTER CONSTRUCTION IS COMPLETE. B. MATERIAL- INDICATED AS FOLLOWING: USA 1.WATER SERVICE METALLIC PIPE SHEET TITLE AT&T GENERAL NOTES 2. BUILDING STEEL SHEET NUMBER GN2 i i 3.CONDUCTORS: COPPER STRANDED OR SOLID TINNED BARE SIZE AS INDICATED 2'75 TRANSFORMER. 3.6 MOUNTING HEIGfi1S L 4.GROUND RODS: 5/8'DIA X iO'-0'LONG COPPER CLAD GROUND ROD A. GENERAL-PURPOSE DRY-TYPE TRANSFORMERS SHALL BE ACCORDING TO NEMA TR A. GENERAL: INDICATED HEIGHTS ARE MEASURED FROM THE CENTER OF THE DEVICE OUTLET BOX TO ���Ni. 5.CHEMICAL GROUND RODS: XIT GROUND ROD 10'-0'STRAIGHT SHAFT TYPE 1, FACTORY-ASSEMBLED, GENERAL-PURPOSE, AIR-COOLED. PROVIDE TWO TAPS, FOR THE FINISHED FLOOR OR GRADE UNLESS INDICATED OTHERWISE REQUEST INSTRUCTIONS FOR ` 6.COMPRESSION: HYGROUND AS MANUFACTURED BY FCI BURNDY. CONNECTIONS SHALL BE DE-ENERGIZED TAP-CHANGING OPERATION. INSULATE WITH CLASS 220 INSULATION MOUNTING HEIGHTS NOT INDICATED. PROTECTED FROM CORROSION AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS CO.,AS NEEDED. AND RATE FOR 150 DEGREES C RISE AT CONTINUOUS OPERATION AT RATED KVA. B. DEVICES: SWITCHES- 48'A.F.F. ( RECEPTACLES- 18'A.F.F. THERMOSTAT-48"AF.F. 7.CONNECTIONS: DOUBLE HOLE LUGS FOR ALL MECHANICAL.CONNECTIONS. B. TRANSFORMER SURFACE TEMPERATURE RISE TO BE LIMITED TO A MAXIMUM OF 65 8.EXOTHERMIC:CADWELD WiTH PROPER MOLDS DEGREES C. 37 HOLES.SLEEVES AND OPENI C. PROVIDE TERMINAL ENCLOSURE, WITH COVER, TO ACCOMMODATE PRIMARY AND 0 (60 N® 2.8 SAFETY SWITCHES SECONDARY COIL WINDING CONNECTIONS AND ELECTRICAL SUPPLY RACEWAY TERMINAL A GENERAL: PROVIDE ALL HOLES,SLEEVES,AND OPENINGS REQUIRED FOR THE COMPLETION OF WORK, t CONNECTOR. AND RESTORE ALL DAMAGED SURFACES TO MATCH SURROUNDING SURFACES. MAINTAIN INTEGRITY OF ALL A GENERAL HEAVY DUTY HORSEPOWER RATED,FULLY ENCLOSED,FUSIBLE(WITH REJECTION FUSE CUPS) FIRE AND SMOKE RATED BARRIERS USING APPROVED FIRESTOPPING SYSTEMS. WHEN CUTTING HOLES OR I INTERNATIONAL*-I OR NON-FUSED AS INDICATED,QUICK-MAKE QUICK BREAK SWITCHING MECHANISM INTERLOCKED WITH COVER, OPENINGS,OR INSTALLING SLEEVES, DO NOT CUT,DAMAGE OR DISTURB STRUCTURAL ELEMENTS OR D. CUSHION TRANSFORMER COIL AND CORE ASSEMBLY FROM ENCLOSURE WITH AND NEMAI ENCLOSURE FOR DRY LOCATIONS,AND NEMA 3R ENCLOSURE FOR OUTDOOR LOCATIONS,UNLESS VIBRATION ISOLATION SUPPORTS. REINFORCING STEEL, UNLESS APPROVED IN WRITING BY THE PROJECT STRUCTURAL ENGINEER. INDICATED OTHERWISE SWITCHES TO BE LABELED AS"SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT', 9830 S. 51ST STREET WHERE REQUIRED. E. PAINT WITH LIGHT GREY ENAMEL. B.CONDUIT PENETRATIONS: SIZE CORE DRILLED HOLES SO THAT AN ANNULAR SPACE OF NOT LESS THAN 1/4'AND NOT MORE THAN 1'IS LEFT AROUND THE CONDUIT. WHEN OPENINGS ARE CUT IN UEU OF PHOENIX,AZ 85044-5677 B.RATINGS; VOLTAGE,PHASES,AMPERAGES AND FUSING AS INDICATED. F. TRANSFORMER SHALL BE PAD MOUNTED (PROVIDE HOUSEKEEPING PAD ACCORDING CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING. SIZE SLEEVES TO PROVIDE AN ANNULAR SPACE OF TO MFR'S RECOMMENDATIONS). NOT LESS THAN 1/4"AND NOT MORE THAN 1-AROUND THE CONDUIT, PIPE, ETC. PATCH AROUND SLEEVE C. IN THE FUSED CONFIGURATION,SWITCHES SHAH HAVE AN INTERRUPTING CAPACITY OF AT LEAST 100,000 ) TO MATCH SURROUNDING SURFACES. PLANS PREPARED BY: AMPS SYMMETRICAL.AT SIX HUNDRED(600)VOLTS WHEN USED WiTH CLASS RK5 TIME DELAY CURRENT LIMITING FUSES,AND 200,000 AMPS SYMMETRICAL AT 600 VOLTS WHEN USED WITH CLASS RK1 CURRENT LIMITING FUSES. PART 3 — EXECUTION 3.6 RACEWAY sYSrELIs D.GUARDS: LINE SHIELD GUARDS TO PREVENT CONTACT WITH LIVE PARTS. 31 GENERAL A UNLESS INDICATED OTHERWISE, USE RACEWAY TYPES AS FOLLOWS: E CONTACTS: SILVER ALLOY,SWITCH BLADES SHALL.BE DE-ENERGIZED IN THE OPEN POSITION. A.THE INSTALLATION OF ALL WORK SHAD-BE IN ACCORDANCE WiTH THE INTENT OF THE CONTRACT 1) OUTDOORS, EXPOSED: RIGID GALVANIZED STEEL CONDUIT AND SUNUGHT RESISTANT SCHEDULE 40, 13969 W. let Ave. WHERE NOT SUBJECT TO PHYSICAL DAMAGE. Golden, Co 80401 F.LUGS: SOLDERLESS TYPE. DOCUMENTS. P:303-325-5606 F.303-325-5629 G.REJECTION FUSE CUPS: PROVIDE FOR FUSIBLE SWITCHES(30-600A)TO PREVENT THE INSTALLATION OF B. INSTALLATION REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALT.BE INSTALLED AS 2) LIQUID TIGHT FLEXIBLE STEEL CONDUIT: USE WHERE FLEXIBLE STEEL CONDUIT CONNECTIONS ARE CLASS H AND CLASS K NON-CURRENT-UMITNG FUSES. RECOMMENDED BY THE RESPECTIVE MANUFACTURERS, BY MECHANICS EXPERIENCED AND SKILLED IN REQUIRED IN DRY, DAMP,WET, OR OILY LOCATIONS, FOR CONNECTIONS TO TRANSFORMERS,VIBRATING THEIR TRADE,IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WiTH THE STANDARDS OF THE EQUIPMENT, EQUIPMENT REQUIRING MINOR ADJUSTMENTS IN POSITIONS,AND FOR FINN.CONNECTIONS TO /� H.ACCEPTABLE MANUFACTURER: GENERAL ELECTRIC,SQUARE D,SIEMENS. TRADE,AND SO AS NOT TO VOID ANY WARRANTY OF UL LISTING. ALL.MOTORS AND SIMILAR EQUIPMENT. O�7�QQ REG�S�F C.ADMINISTRATION AND SUPERVISION: ALL WORK SHALL BE PERFORMED UNDER THE CONTRACTOR'S B. RACEWAY ROUTING: AS REQUIRED BY JOB CONDITIONS UNLESS SPECIFIC ROUTES OR DIMENSIONED •oQ,�ER JANjFS`• 21 DIRECT SUPERVISION,USING SUFFICIENT AND QUALIFIED PERSONNEL AS NECESSARY TO COMPLETE THE POSITIONS ARE INDICATED ON THE DRAWINGS. INSTALL TIGHT TO SLAB, BEAMS,AND JOISTS WHEREVER : •• A UL CLASS RK1,250 VOLT OR 600 VOLT AS REQUIRED FOR SYSTEM VOLTAGE,DUAL ELEMENT,TIME DELAY, WORK IN ACCORDANCE WiTH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ASSIGN ONE OR POSSIBLE. ROUTE EXPOSED CONDUIT,AND CONDUIT INSTALLED ABOVE CEILINGS,PARALLEL OR CURRENTASS RIG,200,000 O AMPERE RATINGS REQUIRED INDICATED. SITE AND GE,DUAL E INDICATED ON MORE COMPETENT SUPERVISORS WHO SHALL HAVE AUTHORITY TO ACCEPT AND EXECUTE ORDERS AND PERPENDICULAR TO WALLS, CEILINGS,AND STRUCTURAL MEMBERS. INSTALL TO MAINTAIN MINIMUM 34610 INSTRUCTIONS,AND WHO SHALL COOPERATE WiTH THE OTHER CONTRACTORS AND SUBCONTRACTORS, HEADROOM AND TO PRESENT A NEAT APPEARANCE. RUN PARALLEL RACEWAYS TOGETHER WiTH BENDS MADE POWER DIAGRAM. THE ENGINEER,AND AT&T IN ALL MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS. FROM THE SAME CENTERLINE VERIFY EXACT LOCATIONS OF ALL RACEWAYS, PULL BOXES,AND JUNCTION BOXES. RESOLVE ANY CONFLICTS BEFORE INSTALLATION. DO NOT INSTALL HORIZONTAL CONDUIT RUNS B.ACCEPTABLE MANUFACTURERS: BUSSMANN'FUSETRDN',OR EQUAL BY FERRAZ SHAWMUT. D.MINIMUM MOUNTING HEIGHT: INSTALL EXPOSED RACEWAY AND ALL OTHER EQUIPMENT(EG. BELOW 7'-6'AFF IN EXPOSED LOCATIONS. • •• ••e•••® APPROVED OTHERWISE,ANDOEXCLLUUDINGG RACCEWAY AND CLEAR TO FINISHED OUNTED ON WALLS. OR 1)pp NOT ROUTE ANY CONDUITS INTO OR THRU,STAIRWAYS,ELEVATOR SHAFTS OR ELEVATOR MACHINE ROOM. �� •t�� 2.10 CIRCUIT BREAKERS 2)CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE POSSIBLE 1Q N4 A GENERAL MOLDED CASE WiTH THERMAL AND MAGNETIC TRIPS UNLESS INDICATED OTHERWISE MINIMUM E.DIMENSIONS AND CLEARANCES: FIELD MEASURE ALL DIMENSIONS AND CLEARANCES AFFECTING THE 10,000 AMPS INTERRUPTING CAPACITY,HIGHER RATINGS AS INDICTED OR REQUIRED BY AVAILABLE FAULT INSTALLATION OF ELECTRICAL WORK, IN RELATION TO ESTABUSHED DATUM,BUILDING OPENINGS AND 3)COORDINATE ALL CONDUIT STUB UPS WiTH ROOF TOP EQUIPMENT LAYOUT. CLEARANCES,AND WORK OF OTHER TRADES,AS CONSTRUCTION PROGRESSES. r Y Y Y CURRENT. 4)COORDINATE INSTALLATIONS OF CONDUITS,EQUIPMENT,ETC.WiTH BUILDING OWNER PRIOR TO COMMENCEMENT m B.CIRCUIT BREAKERS FOR EXISTING EQUIPMENT SHALL BE FROM THE SAME MANUFACTURER AS THE ORIGINAL �� OF WORK.EXAMINATION EQUIPMENT. zo A. CONDITIONS VERIFICATION: EXAMINE THE AREAS AND CONDITIONS UNDER WHICH THE WORK IS TO C.RACEWAY INSTALLATION:CUT CONDUIT ENDS SQUIRE USING SAW OR PIPECUTTER AND REAM EACH CUT END r BE PERFORMED,AND IDENTIFY ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY SMOOTH. CAREFULLY MAKE ALL CONDUIT BENDS AND OFFSETS SO THAT THE INSIDE DIAMETER OF PIPE 6 NOT U 2.11 LOAD CENTER PMJELBOARDS COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN REDUCED. MAKE BENDS SO THAT LEGS ARE IN THE SAME PLANE. MAKE OFFSETS SO THAT LEGS ARE IN THE A TWO-ROW CIRCUIT BREAKER WITH MAINS,RATINGS AND BRANCH DEVICES AS INDICATED. CORRECTED. SAME PLANE AND PARALLEL. PROTECT STUB-UPS FROM DAMAGE,AND CAREFULLY REBEND WHEN NECESSARY. z o 3.3 COORDINATION D.FITTINGS: MAKE UP ALL RACEWAY FITTINGS TIGHT SO THAT FINAL INSTALLATION OF RACEWAY,FITTINGS AND p o B.MINIMUM 70,000 AIC FOR 206V/240V UNLESS OTHERWISE NOTED. ENCLOSURES CONSTITUTES A FIRM MECHANICAL ASSEMBLY AND A CONTINUOUS ELECTRICAL CONTINUITY. PROVIDE C.LOCKABLE COVER,COPPER BUS. A GENERAL SEQUENCE, COORDINATE AND INTEGRATE THE INSTALLATION OF ALL MATERIALS AND INSULATING BUSHINGS ON CONDUIT TERMINATIONS. U Of o EQUIPMENT FOR EFFICIENT FLOW OF WORK,IN CONJUNCTION WiTH THE OTHER TRADES. REVIEW THE v N D.LOAD CENTER SHALT.HAVE MAIN CIRCUIT BREAKER(LOCKABLE IN ON k OFF POSITIONS). DRAWINGS FOR WORK OF THE OTHER TRADES,AND REPORT AND RESOLVE ANY DISCOVERED E PROTECTION: PROTECT ALL RACEWAYS,ENCLOSURES AND EQUIPMENT DURING CONSTRUCTION TO PREVENT w it o w DISCREPANCIES, PRIOR TO COMMENCING WORK. ENTRY OF CONCRETE,DEBRIS AND OTHER FOREIGN MUTTER. FREE CLOGGED CONDUITS OF ALL OBSTRUCTIONS, o a U o E COPPER BUS BARS(ALUMINUM COMPONENTS IN ELECTRICAL DEVICES IS PROHIBITED),ISOLATED NEUTRAL OR REPLACE PRIOR TO PULLING WIRE. DO NOT PULL WIRE WITHIN BUILDINGS UNTIL BUILDINGS ARE COMPLETELY BUS AND FULL SIZE GROUNDING BUS. B.COOPERATION: COOPERATE WiTH THE OTHER CONTRACTORS AND INDIVIDUAL DISCIPLINES FOR ENCLOSED. �71�71 F.ACCEPTABLE MANUFACTURERS:GE,SQUARE D,SIEMENS,OR EQUIVALENT. PLACEMENT,ANCHORAGE,AND ACCOMPLISHMENT OF THE WORK. RESOLVE INTERFERENCES BETWEEN _ WORK OF OTHER DISCIPLINES OR CONTRACTORS PRIOR TO COMMENCING INSTALLATION. F.BOXES: INSTALL ALL OUTLET PULL AND JUNCTION BOXES RIGIDLY,PLUMB AND LEVEL SUPPORT AND SECURE _o _0 0 0 BOXES INDEPENDENTLY FROM CONDUITS TERMINATING AT BOX. INSTALL ALL BOXES SO AS TO BE ACCESSIBLE 2,12 DEVCES: C.SUPPORTS AND SLEEVES: COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND AND SO THAT COVERS MAY BE EASILY REMOVED. SLEEVES TO BE SET IN POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS,AS_ G.PROVIDE CAP TO PREVENT ENTRY OF MATERWS AND MOISNRE FOR ALL SPARE CONDUITS. z " A SWITCHES: 20AMP, 120-277 VOLTS,A.C.ONLY TOGGLE TYPE,SINGLE POLE DOUBLE POLE,3-WAY,OR THEY ARE CONSTRUCTED. 4-WAY TIMER STYLE AS INDICATED OR REQUIRED. D.OBSTACLES AND INTERFERENCES: WHEN INSTALLING EQUIPMENT AND RACEWAYS, PROVIDE OFFSETS, H.CONDUIT SEALS:INSTALL CONDUIT SEAL FOR EACH CONDUIT PENETRATING AT AN EXTERIOR BUILDING WALL, DRAWN BY: KR B.RECEPTACLES: 20 AMP, 125V,NEMA 5-208V DUPLEX TYPE FOR INDOOR MOUNTED,USE STAINLESS STEEL FITTINGS,ACCESSORIES,AND CHANGES IN ELEVATION OR LOCATION AS NECESSARY TO AVOID BELOW GRADE(UNLESS PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB),AND ELSEWHERE AS INDICATED, CHECKED BY: KS COVER. FOR OUTDOOR OR WET LOCATION MOUNTED,USE DEVICE RATED FOR USE PROVIDE GFCI TYPE WITH OBSTACLES AND INTERFERENCES, PER ACTUAL FIELD CONDITIONS. AND SO AS TO ACHIEVE A SEALED WATERTIGHT INSTALLATION. DRAWING DATE: 10/26/12 SOLID STATE GROUND FAULT SENSING&5 MA TRIP FOR OUTDOOR OR WET LOCATIONS. C.AUXILIARY POWER(GENERATOR INLET): PROVIDE 3-POLE,4W, 725/250 VOLT FLANGED INLET,BACKBOX 1.RIGID GALVANIZED STEEL CONDUIT SHALL BE USED IN AREAS SUBJECT TO PHYSICAL DAMAGE, CUT ENDS WILL AND CLOSURE PLUG AT EXTERIOR OF BUILDING WALL(APPLETON"0033-20ORS WiTH MATCHING BACKBOX 3.4 EQUIPMENT PROTECTION BE REAMED,THREADED AND COLD GALVANIZED(COMPRESSION FITTINGS WILL NOT BE ACCEPTED). SITE NUMBER:COU4145 i AND CLOSURE PLUG). A PROTECT ALL EQUIPMENT, MATERIALS,AND WORK FROM THE WEATHER ELEMENTS, PAINT, MORTAR, SITE NAME:SUNBURST MONOPINE CONSTRUCTION DEBRIS AND DAMAGE, UNTIL PROJECT IS SUBSTANTIALLY COMPLETE. REPAIR, REPLACE, 3.9 CONDUCTORS-600 VOLT AND ITEIOW CROWNCASTLE SITE NAME CLEAN,AND RETURN TO ORIGINAL CONDITION ALL DAMAGED AREAS, EQUIPMENT, UTILITIES, ETC.,AND WORK SO AFFECTED. A.MINIMUM CONDUCTOR SIZE ALL BRANCH CIRCUIT WIRING SHALL BE MINIMUM 112 AWG.FEEDER CIRCUIT WIRING 2.13 CABLE TRAY CROWN-NAIL SHALL BE MINIMUM#2 AWG UNLESS OTHERWISE NOTED. ALL CONTROL CIRCUIT WIRING SHALL BE MINIMUM#14 A PROVIDE A COMPLETE CABLE TRAY SYSTEM WITH BENDS,FITTINGS,ACCESSORIES,ETC.AS REQUIRED. 3.5 UYOUf AWG,UNLESS INDICATED OTHERWISE PROVIDE LARGER SIZES,AS INDICATED OR REQUIRED. A FULL SIZED BUSINESS UNIT NUMBER B.DESCRIPTION:ALUMINUM ALLOY CONSTRUCTION. TYPE:LADDER WiTH 12"MAXIMUM SPACING. DEPTH: EQUIPMENT GROUNDING CONDUCTOR Will BE INSTALLED IN POWER AND LIGHTING CONDUITS,(CONDUITS WILL NOT MINIMUM 4'. WIDTH:AS INDICATED ON DRAWINGS,(MINIMUM 12'HORIZONTAL.RUNS,MINIMUM 6'VERTICAL A.GENERAL INSTALL MATERIALS AND EQUIPMENT LEVEL AND PLUMB,AND PARALLEL AND BE USED AS A GROUNDING CONDUCTOR). PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED. 810106 RUNS). SUPPORT SPAN:8 FOOT MINIMUM,UNLESS OTHERWISE NOTED. LOADING: 100 POUNDS/FOOT. B.IN RACEWAY:INSTALL ALL WIRING IN CONDOR OR OTHER SPECIFIED RACEWAY,UNLESS INDICATED OTHERWISE. � RADIUS:36'MINIMUM,(SMALLER RADIUS MAY BE PERMITTED IF APPROVED BY AT&T). COVER:VENTILATED B.SERVICEABILITY: INSTALL EQUIPMENT AND RACEWAYS,ETC.TO READILY FACILITATE SERVICING, ROMEX,BX,AC AND MC TYPE CABLES ARE NOT ALLOWED. SITE ADDRESS .063 ALUMINUM,PROVIDE WHERE INDICATED. MAINTENANCE,AND REPAIR OR REPLACEMENT OF COMPONENTS,AND SO AS TO MINIMIZE C.TERMINATIONS: FURNISH AND INSTALL TERMINATIONS INCLUDING LUGS IF NECESSARY TO MAKE ALL ELECTRICAL C.GROUNDING: BOND ALL TRAY SECTIONS USING 12 AWG BARE COPPER GROUND. INTERFERENCE WITH OTHER EQUIPMENT AND INSTALLATIONS. CONNECTIONS INDICATED OR REQUIRED. EXTERIOR AND SWITCHGEAR TERMINATIONS SHALL HAVE AN ANTI-OXIDANT 1309 ELKHORN DRIVE APPLIED. SPRING TYPE WIRE CONNECTORS USED IN EXTERIOR BOXES SHALL BE SILICONE FILLED. WAIL,CO D.ACCEPTABLE MANUFACTURERS: NEWTON INSTRUMENTS OR EQUIVALENT C.CLEARANCES: PRIOR TO COMMENCING WORK,VERIFY THAT ALL EQUIPMENT WILL ADEQUATELY FiT EAGLE COUNTY j AND CONFORM TO THE INDICATED AND CODE REQUIRED CLEARANCES, IN THE SPACES INDICATED ON USA 2.14 SURGE SUPPRESSION THE DRAWINGS. IF REARRANGEMENT IS REQUIRED,SUBMIT PLAN AND ELEVATION DRAWINGS OR SKETCHES INDICATING PROPOSED REARRANGEMENT, FOR THE ENGINEER'S APPROVAL DO NOT SHEET TITLE A PRODUCTS MANUFACTURED BY ATLANTIC SCIENTIFIC. REARRANGE WITHOUT EXPRESSED WRITTEN PERMISSION OF THE ENGINEER. B.FURNISHED BY AT&T. INSTALLED BY CONTRACTOR. AT&T � D. RIGHT-OF-WAY: WHEN LAYING OUT WORK, GIVE FIRST PRIORITY TO COMMUNICATIONS WIRING, GENERAL NOTES AND NEXT PRIORITY TO STEAM AND CONDENSATE LINES,SANITARY LINES, DRAIN LINES, FIRE PROTECTION PIPING,AND SHEET METAL DUCT WORK. PROVIDE OFFSETS AS REQUIRED TO AVOID SHEET NUMBER CONFLICTS. RESOLVE ALL CONFLICTS BEFORE COMMENCING INSTALLATION. GN3 t 3.10 HANGERS AND SUPPORTS ����� 3.13 GROUNDING SYSTEM 3.16 CLEANING AND TOUCH-UP PANfRIG EXAMINATION: VERIFY THAT SURFACES ARE READY TO RECEIV WORK AND THAT THE FIELD MEASUREMENTS A GGENERAL RIGIDLY SUPPORT AND SECURE ALL MATERIALS,RACEWAY AND EQUIPMENT TO BUILDING STRUCTURE A A GENERAL PERIODICALLY REMOVE FROM THE PROJECT SITE,ALL WASTE,RUBBISH AND CONSTRUCTION DEBRIS USING HANGERS,SUPPORTS AND FASTENER SUITABLE FOR THE USE,MATERIALS AND LOADS ENCOUNTERED. ARE AS SHOWN ON SHOP DRAWINGS. ACCUMULATED FROM CONSTRUCTION OPERATIONS. THE PREMISES SHALL BE LEFT CLEAN AND FREE OF ANY PROVIDE ALL NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FEET ON CENTER. DEBRIS AND UNUSED CONSTRUCTION MATERIALS PRIOR TO FINAL ACCEPTANCE. B. INSTALLATION-INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED: 00OWN B.OVERHEAD MOUNTING:ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK OR SUPPORTING 1)GROUNDING NETWORK SYSTEM SWJT INCLUDE ELECTRICAL.TRENCHING,BACKFILL AND COMPACTION PER THIS B.ELECTRICAL EQUIPMENT: REMOVE AL DUST,DIRT,DEBRIS,MORTAR,WIRE SCRAPS,RUST,AND OTHER FOREIGN METAL FRAMEWORK. DO NOT MAKE ATTACHMENTS TO STEEL ROOFING,STEEEL FLOORING OR CEILING MINERAL MATERIALS FORM THE INTERIOR AND EXTERIOR OF ALL ELECTRICAL EQUIPMENT AND ENCLOSURES,AND WIPE TILE SECTION;GROUNDING WIRE,GROUNDING ELECTRODES AND ALL NECESSARY MATERIALS AND LABOR REQUIRED TO DOWN. CLEAN ACCESSIBLE CURRENT CARRYING ELEMENTS AND INSULATORS PRIOR TO ENERGIZING. COMPLETE THE SPECIFIED SYSTEM. INTERNATIONAL y S WALL MOUNTING.SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY,CONCRETE BLOCK,METAL FRAMING OR C.70U CH-UP PAINTING: RESTORE AND REFINISH TO ORIGINAL CONDITION ALL SURFACES OF ELECTRICAL. SUB-FRAMING. 2)ALL GROUND CONNECTIONS SHALL CONFORM TO IEEE STD 837 AND/OR DOOR PROTECTED FROM EQUIPMENT THAT IS SCRATCHED,MARRED AND/OR DENTED DURING SHIPPING,HANDLING,OR INSTALLATION. INDOORS, AS NOTED ROOF STALL USE CADWELIC TE DOUBLE LUG FOR OUTDOORS ABOVE AND BELOW GRADE 9830 S. 51ST STREET D. EXTERIOR WADS:MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR OR EXTERIOR BUILDING WALLS,AT LEAST INDOORS,AND ON ROOF INSTALLATIONS,AS INDICATED ON PLANS.. REMOVE ALL RUSE,AND PRIME AND PAINT AS RECOMMENDED BY THE MANUFACTURER. ONE INCH AWAY FROM WALL SURFACE USING SUITABLE SPACERS. PHOENIX,AZ 85044-5677 3)ALL CLAMP CONNECTIONS SHALL BE MADE ACCESSIBLE FOR INSPECTION. USE ONLY WHERE SPECIFIED. E.STRUCTURAL MEMBERS:DO NOT CUT,DRILL OR WELD ANY STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY 117 COAXIAL CABLE MlSTALLA710N APPROVED BY THE ENGINEER. 4)ALL UNDERGROUND CONNECTIONS SEAL BE INSPECTED BY AT&T'REPRESENTATIVE PRIOR TO PLANS PREPARED BY: BACKFlWNG. A THE COAXIAL CABLE SIZE SHUT BE AS SHOWN ON DRAWINGS. F.INDEPENDENT SUPPORT:DO NOT SUPPORT MATERIALS OR EQUIPMENT FROM OTHER EQUIPMENT,PIPING, DUCiWORK OR SUPPORTS FOR SAME 5)IF ROCK IS ENCOUNTERED,GROUND ROD SHALL BE INSTALLED IN A 2 INCH DIAMETER DRILLED HOLE TO THE B.COAXIAL CABLE SUPPORTS. WORK FROM REMOVABLE OR KNOCKOUT G.TEMPORARY CONDITIONS:DO NOT ATTACH TO OR SUPPORT ELECTRICAL. REWIRED DEPTH AND BACKFILLED WITH APPLICATIONS OF MAGNESIUM SULFATE OR COPPER SULFATE. 1)SUPPORT COAXIAL CABLES INSIDE MONOPOLES WiTH'KELLEM'GRIP TYPE PRODUCTS. iPANELS OR TEMPORARY WALLS OR PARTITIONS, 6)GROUNDING WIRE SHALL NOT BEND LESS THAN 9D'IN ANY LOCATION WITH A MINIMUM BEND RADIUS OF 8'. 2)SECURE AND SUPPORT COAXIAL CABLES ON OPEN WAVEGUIDES STRUCTURAL TOWERS. 13969 W. 1st Ave. H.RACEWAY SUPPORTS:RIGIDLY SUPPORT ALL RACEWAY WiTH MAXIMUM SPACINGS PER NEC,AND SO AS TO 7)PROVIDE CORROSION PROOFING PAINT SECURE AND SUPPORT COAXIAL CABLES ON RE BRIDGES AS INDICATED ON DRAWINGS. Golden,Co 80401 Ni ON SURFACES EXPOSED DURING INSTALLATION. P:303-325-5606 F-303-325-5629 PREVENT DISTORTION OF ALIGNMENT DURING PUWNG OPERATION. USE APPROVED HANGERS,CLAMPS AND STRAPS FOR INDIVIDUAL RUNS.DO NOT USE PERFORATED STRAPS OR TIE WIRES. WHERE MULTIPLE PARALLEL 8)ALL BELOW GROUND CONNECTIONS SHAT BE CADWELD. PROVIDE CORROSION PROTECTION TO CONNECTION C.COAXIAL CABLE GROUNDING: RACEWAYS ARE RUN TOGETHER,USE TRAPEZE TYPE HANGER ARRANGEMENT MADE FROM U-CHANNEL AND AREA,IF INDICATED. ACCESSORIES,SUSPENDED BY THREADED RODS,AND ALLOW AT LEAST 25%SPARE CAPACITY FOR FUTURE 1)THE COAXIAL CABLES SHAT.BE GROUNDED TO BUS BAR(S)A THE ANTENNAS USING THE GROUNDING KiTS AS pp REG/ INSTALLATION OF ADDITIONAL RACEWAYS. RIGIDLY ANCHOR VERTICAL CONDUITS SERVING FLOOR-MOUNTED OR 9)ALL ABOVE GROUND CONNECTIONS SHAD.BE BOLTED CLAMP. BURNDY CONNECTIONS SHALL NOT BE USED FOR SPECIFIED ON THE DRAWINGS. �Q� ••,° tSJ ISLAND'TYPE EQUIPMENT MOUNTED AWAY FROM WALLS WITH META-BRACKET OR RIGID STEEL CONDUIT EXTERIOR GROUNDING,UNLESS NOTED. ••DER JAM° EXTENSION SECURED TO FLOOR. 2)THE COAXK CABLES SHALL BE GROUNDED TO A BUS BAR AT THE BOTTOM OF THE TOWER OR MONOPOLE 10)ALL GROUND CONNECTIONS TO THE GROUND BAR SHALL BE MADE WiTH DOUBLE HOLE HYDRAULICALLY USING THE GROUNDING KiTS SPECIFIED ON THE DRAWINGS. a�O 1.MISCELLANEOUS SUPPORTS:PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT SLED.BRACKETS,ANGLES, INDENTED LUGS,EXCEPT FOR TWO CADWELDS,AS SHOWN ON PLANS. 3)THE COAXW.CABLES SHAT BE GROUNDED TO A BUS BAR AT THE BULKHEADS USING THE GROUNDING KiTS FASTENERS AND HARDWARE AS REQUIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT. AS SPECIFIED ON THE DRAWINGS. °s 3 11)WHERE GROUND CONNECTIONS ARE MADE,THE CONTACT POINTS ARE TO BE CLEANED AND MADE FREE OF : I J.ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH. FOREIGN MATERIALS,SUCH AS PANT AND CORROSION,TO ENSURE AN ADEQUATE BOND. �O • y ° 12)ALL GROUNDING AND BONDING INSTALLATIONS AND CONNECTIONS SHAT COMPLY WiTH AT&T WIRELESS 3.18 TELEPHONE SERVICE •a, ,2 ?�� SERVICES ELECTRICAL AND 3.11 EQUIPMENT CONNEC110NS 13}Al MECHANICAL GROUNDINGNCONNECDONS MADE THROUGHOUT THESE DRAWINGS SHALL BE MADE WITH T-GENERAL ERVICE.ARRANGE OMPLY WTIH ANDLCOORDI�PALL REQUIREMENTS OF THE UTILITY COMPAH THE ss�ONAL A VERIFICATION: OBTAIN AND REVIEW SHOP DRAWINGS,PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS FOR KOPR-SHIELD. THERE IS NO EQUIVALENT FOR THESE ANTIOXIDATI)N COMPOUNDS. NO OTHER COMPOUND B.AT&T WILL ORDER THE T-1 SERVICE. EQUIPMENT FURNISHED BY OTHERS. EXAMINE ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS WILL BE ACCEPTED. COAT ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING. AND REQUIREMENTS. C.CONTRACTOR WILL ARRANGE FOR T-1 SERVICE INSTALLATION AND PAY FOR ASSOCIATED UTILITY CHARGES. B.ROUGH-IN: PROVIDE ALL REQUIRED CONDUIT,BOXES,FITTINGS,WIRE,CONNECTORS AND MISCELLANEOUS C.FIELD QUALITY CONTROL-FIELD INSPECTION AND TESTING WILL BE PERFORMED AS REQUIRED ACCESSORIES,ETC.,AS NECESSARY TO ROUGH IN THE MAKE FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRING 3.19 ELECTRICAL SERVICE ELECTRICAL CONNECTIONS. IN GENERAL,MOTORS AND EQUIPMENT SHALL BE WIRED IN CONDUIT TO A JUNCTION Z BOX(OR SAFETY SWITCH)NEAR THE UNIT,AND FROM THERE TO THE UNIT IN FLEXIBLE METAL OR LIQUID TIGHT 1)THE CONTRACTOR SHALL VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED,MEETS NEC ARTICLE 250 A GENERAL ARRANGE WiTH THE UTILITY COMPANY AND AT&T WIRELESS SERVICES FOR A TIMELY INSTALUTiON REQUIREMENTS,AND IS ACCEPTABLE TO THE LOCH.UTILITY AND LOCAL AUTHORITY HAVING JURISDICTION.FLEXIBLE STEEL CONDUIT. OF THE TEMPORARY ELECTRIC SERVICE(IF REQUIRED)AND PERMANENT ELECTRIC SERVICE. COMPLY WiTH AND � COORDINATE ALL REQUIREMENTS OF THE UTILITY COMPANY. C.CONNECTIONS: PROVIDE PROPERLY SIZED OVERLOAD AND SHORT CIRCUIT PROTECTION FOR ALL EQUIPMENT U)z CONNECTED,WHETHER FURNISHED UNDER THIS CONTRACT OR BY OTHERS. VERIFY PRIOR CONNECTIONS WITH 2)THE CONTRACTOR SHAT MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING NETWORK SYSTEM. B.AT&T WILL ORDER THE ELECTRIC SERVICE. z z o MANUFACTURER'S PUBLISHED DIAGRAMS AND COMPLY WiTH SAME. VERIFY THAT EQUIPMENT IS READY FOR SYSTEM SHALL BE TESTED AT THE TIME OF INSTALLATION. o ELECTRICAL CONNECTIONS,WIRING AND ENERGIZATION,PRIOR TO PERFORMING SALVE C.CONTRACTOR WILL ARRANGE FOR ELECTRIC SERVICE INSTALLATION AND PAY FOR ASSOCIATED UTILITY CHARGES. � z 3)THE GROUNDING NETWORK SYSTEM TEST PROCEDURE SHALL COMPLY WITH NFPA 78 THREE POINT TECHNIQUE ° o FOR GROUND RESISTANCE,EXCEPT AS MODIFIED HERON. D. CONTROL WIRING:PROVIDE AL CONTROL WIRING TO REMOTE DEVICES OR EQUIPMENT,AS INDICATED OR D,ARRANGE FOR AN INSPECTION OF THE ELECTRICAL.SERVICE BY THE AUTHORITY HAVING JURISDICTION. OBTAIN v n N REQUIRED. MODIFY EQUIPMENT CONTROL WIRING,INSTALL OR DISCONNECT JUMPERS,ETC.,AS REQUIRED. A CERTIFICATE OF INSPECTION. FURNISH A COPY OF CERTIFICATE TO AWS AND A COPY TO THE UTILITY COMPANY. w w o w 4)CONTRACTOR SHUT VERIFY THE ADEQUACY OF THE INSTATED SYSTEM. CONTRACTOR SHALL CONDUCT'SITE o a U b RESISTANCE TO EARTH GROUNDING TESTING'PER AT&T STANDARD. INSTATED SYSTEM SHALL ACHIEVE A GROUND E.COORDINATE METER SOCKET REQUIREMENTS WITH AT&T WIRELESS SERVICES AND ELECTRIC UTILITY. 3.12 I[ffNIFIA110N RESISTANCE OF LESS THAN 5 OHMS. i F.GROUNDING: PROVIDE GROUNDING ELECTRODE SYSTEM FOR THE SERVICE, PER THE NEC,PER UTILITY cn H ° O A GENERAL' LOCATE NAMEPLATE MARKING,OR OTHER IDENTIFICATION MEANS ON OUTSIDE OF EQUIPMENT OR 5)RECORD GROUND RESISTANCE TEST RESULTS ON AT&T'GROUND RESISTANCE TEST FORM. COMPANY REQUIREMENTS,AND AS INDICATED. o BOX FRONT COVERS WHEN ABOVE CEILINGS AND WHEN IN MECHANICAL OR ELECTRICAL.EQUIPMENT ROOMS OR 6)TEST SHALL BE WITNESSED BY AT&T REPRESENTATIVE OTHER UNFINISHED AREAS,AND ON INSIDE OF FRONT COVER WHEN IN FINISHED ROOMS/AREAS. USE G.SHORT CIRCUIT RATINGS:PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS NEEDED TO MATCH j CONTRACT DOCUMENT DESIGNATIONS FOR IDENTIFICATION UNLESS INDICATED OTHERWISE UTILITY COMPANY AVAILABLE FAULT CURRENT. z N 7 7)COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO ATV REPRESENTATIVE&ENGINEER. B.NAMEPLATES: PROVIDE NAMEPLATE ENGRAVED WiTH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH, PART 4 - ANTENNA SWEEP TEST DRAWN BY: KR PANELBOARD,TRANSFORMER,MOTOR STARTER,AND ALL OTHER EQUIPMENT,ETC. 3.14 CHECKOUT.TESTING.AND ADJUSTING CHECKED BY: KS C.UNDERGROUND WARNING TAPE DURING TRENCH BACKFIWNG FOR EACH UNDERGROUND ELECTRICAL A CORRECTION REPLACEMENT:AFTER TESTING BY CONTRACTOR,AT&T OR ENGINEER CORRECT MIY CONTRACTOR WILL PERFORM TESTING ON EACH COAXIAL CABLE TO MEASURE INSERTION LOSS, DRAWING DATE: 10/26/12 TELEPHONE,SIGNAL AND COMMUNICATIONS LINE,PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE LOCATE) DEFICIENCIES,AND REPLACE MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM AT RETURN LOSS,AND TO ENSURE EAST EACH CABLES INSTALLED AND CONNECTED IA THE APPROPRIATE ANTENNA THESE MEASUREMENTS MUST TE PERFORMED SS THE MEASUREMENT CABLE DIRECTLY ABOVE LINE,AT SIX TO DGIIT INCHES BELOW FINISHED GRADE DESIGN OR RATED CAPACITY. WITH THE ANTENNA JUMPER ATTACHED AND A SEPARATE INSERTION LOSS MEASUREMENT ON D.MARKING PEN LABELING:MARK EACH JUNCTION AND PULL BOX INDICATING SOURCE DESIGNATION AND CIRCUIT B.POWER CONDUCTORS:CONTRACTOR SEAL CONDUCT A CONTINUITY&INSULATION TEST ON CONDUCTORS THE ENTIRE ANTENNA SYSTEM. SITE NUMBER:COU4145 NUMBER(S)FOR THE ENCLOSED CONDUCTORS. BETWEEN SERVICE DISCONNECT SWITCH&POWER CABINET. SITE NAME:SUNBURST MONOPINE 4.1 PRELIMINARY INSPECTION: CROWNCASTLE SITE NAME j E.LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINATION AND IN ALL PULL BOXES AND JUNCTION C.GROUNDING- IEEE FALL OF POTENTIAL TESTS: PRIOR TO TESTING,CONTRACTOR WILL PERFORM INSPECTION OF j BOXES. FOR POWER CIRCUITS,APPLY WIRE TAGS INDICATING APPROPRIATE CIRCUIT OR FEEDER NUMBER TO CONDUCT TEST WiTH A AEMC MODEL 14500 TESTER. THE METHOD OF USING TWO AUXILIARY GROUND RODS ANTENNA AND COAXIAL SYSTEM AND RECORD FINDINGS ON ANTENNA INSPECTION FORM.'ALL CROWN-VAIL EACH CONDUCTOR PRESENT IN DISTRIBUTION PANEL AND PANOBOWD GUTTERS,AND TO EACH CONDUCTOR IN (AS DESCRIBED IN I.E.E.E.STANDARD 181 - 1983,PART i)SHAT BE USED. THE AUXILIARY TEST RODS MUST ITEMS SHOULD BE LISTED AS COMPLETE ON THIS FORM PRIOR TO ANTENNA SYSTEM TESTING. PULL AND JUNCTION BOXES. BE SUFFICIENTLY FAR AWAY FROM THE RODS SO THAT THE REGIONS IN WHICH THOR RESISTANCE IS LOCALIZED BUSINESS UNIT NUMBER F.LOAD CENTER CIRCUIT DIRECTORIES:AT COMPLETION OF PROJECT,ACCURATELY COMPLETE EACH PANELBOARD DO NOT OVERLAP. 4.2 EQLAPMEINT CIRCUIT DIRECTORY CARD,IDENTIFYING LOAD SERVED OR'SPARE'OR'SPACE'FOR EACH CIRCUIT POLE. WHEN TEST EQUIPMENT SHALL BE WILTRON 331S OR AT&T-WITS 810106 MODIFYING,ADDING OR DELETING CIRCUITS AT AN EXISTING PANELBOARD,UPDATE THE EXISTING(OR PROVIDE APPROVED ALTERNATIVE. NEW)CIRCUIT DIRECTORY CARD TO ACCURATELY REFLECT FINAL CONDITIONS, 3.15 SYSTEMS DEMONSTRATION SITE ADDRESS 4.3 PARAMETERS A INSTRUCT AT&T'REPRESENTATIVE(S)IN THE START-UP,OPERATION AND MAINTENANCE OF ALL ALL COAXIAL ANTENNA SYSTEMS MUST MEET A MINIMUM 1:3 TO VSWR. 1309 ELKHORN DRIVE ELECTRICAL SYSTEMS AND EQUIPMENT AS REQUESTED BY AT&T'REPRESENTATIVE. VAIL,CO 81657 EAGLE COUNTY USA SHEET TITLE i AT&T GENERALNOTES SHEET NUMBER j GN4 i v mat&t 4.4 FREQUENCIES 4.10 PHOTOS CONTRACTOR DEUVERABl ALL TESTS SHALL BE PERFORMED FOR THE FOLLOWING FREQUENCIES: CONTRACTOR SHALT.TAKE DIGITAL PHOTOS OF EACH ANTENNA SYSTEMS,PHOTOS UPLINK FREQUENCY DOWNLINK FREQUENCY SHALL BE SUBMITTED AS PART OF THE CLOSE-OUT DOCUMENTATION.CONTRACTOR IS REQUIRED 1.THE CONTRACTOR SHALL CARRY ON HIS WORK IN ACCORDANCE WITH ALL GOVERNING NATIONAL, STATE,COUNTY PCS FREQUENCY BLOCK RANGE MHz RANGE MHz TO SUBMIT QUALITY PHOTOS,PHOTOS TAKEN WITH INSUFFICIENT LIGHT OR LACKING IN DETAIL AND LOCAL CODES,AS WELL AS, OSHA REGULATIONS. WILL BE REJECTED AND WILL BE RE-PHOTOGRAPHED AT CONTRACTORS EXPENSE CONTRACTOR C�AOWE N A 1850-1865 1930-1945 SHALL PAY DEVELOPING COSTS OF ALL NON-DIGITAL PHOTOGRAPHS.PHOTOS REQUIRED OF THE 2.TESTING OF CAST-IN-PLACE CONCRETE,STRUCTURAL STEEL AND ANY OTHER MATERIAL.USED SHALL BE AS FOLLOWING: REQUIRED BY AND IN ACCORDANCE WITH LOCAL REGULATIONS. B 1870-1885 1950-1965 ANTENNA AZIMUTHS(3 REQUIRED,1 PER SECTOR)PICTURE SHOULD INCLUDE THE TOP OF 01INTER * C 1895-1910 1975-1990 EACH ANTENNA AS A SIDE VIEW AND WILL BE USED TO VERIFY THAT CORRECT DOWNDLT HAS 3.THE GROUNDING SYSTEM FOR EACH SITE SHALL BE TESTED FOR A GROUND RESISTANCE OF 5 OHMS. ONE OF BEEN APPLIED TO EACH SECTOR. THREE TESTS SHALL BE USED: IEEE FALL-OF-POTENTIAL.TEST,AN APPROVED CLAMP ON TEST,OR A DIRECT D 1865-1870 1945-1950 METHOD(TWO-TERMINAL) 'CONTINUITY'TEST. THE FALL-OF-POTENTIAL TEST IS THE PREFERRED TESTING METHOD 9830 S. 51ST STREET VIEW FROM FACE(3 REQUIRED, 1 PER SECTOR)PICTURE TO BE VIEW FROM BACK OF AND Stall BE USED WHENEVER POSSIBLE. ANY GROUND RESISTANCE OF GREATER THAN 5 OHMS BUT LESS THAN PHOENIX,AZ 85044-5677 E 1885-1890 1965-1970 TRANSMIT ANTENNA TO INCLUDE THE TOP OF THE TRANSMIT ANTENNA AND THE SURROUNDING 25 OHMS SHALL BE REVIEWED BY AT&T AND AGREED UPON WITH AWS ON A CASE-BY-CASE BASIS. F 1890-1895 1970-1975 LANDSCAPE 4.THE CONTRACTOR SWUl SUBMIT AN ANTENNA SWEEP TEST INCLUDING THREE(3)HARD COPIES OF ALL SWEEP PLANS PREPARED BY: TOP BUS BAR(1 PER BUS BAR).PICTURE SHUT BE USED TO INDICATE GROUNDING KITS GRAPHICS AND SITE SUBMISSION FORMS AND ONE(1) SOFT COPY(DATABASE FILE). THE SOFT COPY SHALL BE 4.5 NOTFICATIOR, HAVE BEEN GROUNDED APPROPRIATELY. CONTAINED ON A 3-1/2 INCH FLOPPY DISK. THE FILE SEAL BE NAMED USING THE SITE NUMBER AND THE CONTRACTOR SHAT NOTIFY THE AT&T-WTS DESIGNATED THREE LETTER EXTENSION OF THE ELECTRONIC FILE. REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO ANTENNA SYSTEMS TESTING. DRIP LOOP(1 REQUIRED PER COAX).PICTURE WILL BE USED TO VERIFY THAT THE CONTRACTOR HAS INSTALLED DRIP LOOP IN TRANSMISSION LINE EXITING TOWER. 5.AS-BUILT INFORMATION:TWO(2) COPIES OF A REPORT CONTAINING A DESCRIPTION OF THE TOWER/MONOPOLE, 4.6 AZIMUTH VFRFNATION: SKETCHES AND RED-UNED CONSTRUCTION DRAWINGS SHALL.BE SUBMITTED. THE MAXIMUM SIZE OF ANY DRAWING PRIOR TO TESTING,CONTRACTOR SHALL VERIFY THAT ALL AZIMUTHS AND EXTERIOR BULKHEAD PENETRATION(1 REQUIRED).PICTURE WILL BE USED TO VERIFY IN THE REPORT SHALL BE 119X17'. THE COVER SHEET OF THE REPORT SHALL CONTAIN THE SITE NAME AND SITE 13969 W. 1st Ave. GROUNDING STRAPS ARE INSTALLED,NEATLY SWEPT AND BULKHEAD HAS BEEN NUMBER. ALSO INCLUDED IN THIS REPORT SHALL BE RED-LINED RF INFORMATION. Golden,Co 80401 i DOWNRES ARE TRUE CONTRACTOR EVAL ENSURE THAT ALL CONNECTORS HAVE BEEN P:303-325-5606 F:303-325-5629 INSTALLED TO THE SPECIFIED TORQUE VALUES. WEATHERPROOFED• 6. CONTRACTOR SHALL HAVE 72 HOURS TO COMPLETE PUNCH-UST ITEMS FOUND INCOMPLETE OR INADEQUATE BY 4.7 DQXNMENTATKIN INTERIOR BULKHEAD PENETRATION (1 REQUIRED).PICTURE WILL BE USED TO VERIFY AT&T DURING SITE COMPLETION WALK. ALL TEST RESULTS SHALL.BE RECORDED IN SUPPLIED'BASE STATION INSTALLATION OF SURGE ARRESTOR ARRAY AND DAISY CHAIN. 7. ONE ORIGINAL OF EACH OF THE FOLLOWING SHALL BE PROVIDED TO AT&T UPON COMPLETION OF PROJECT: C/� f ANTENNA SYSTEM SUMMARY SHEET',ALONG WRIT RESULTS OF EACH ISOFT COP TEST.ONE 4.11 DELNEIN: -CERTIFICATE OF AUTHENTICITY �oo L u/u�t� HARD COPY WILL BE LEST AT THE SITE AND 2 WARD COPIES AND 1 SOFT COPY WILL BE REPRESENTATIVE NT TO ISSUE PACKAGE &&TP WFS AND DESIGNATED WORKING DAYS. --ALL INSPECTION SIGN-OFFS BUILDING AND ELECTRICAL PERMITS SUPPLIED TO AT&T-OUTS AS PART OF THE CLOSEOUT DOCUMENTATION. 4.8 REQUIRED IESiW: - RELEASE OF WAIVER&UENS ° CONTRACTOR SHALL PERFORM THE FOLLOWING ON EACH COAXIAL LINE AND 4.12 COLOR-CODING• -ANTENNA PACKETS(EQUIPMENT INFORMATION, PAPERS,ETC.) RECORD EACH READING ON BASE STATION ANTENNA SYSTEM SUMMARY SHEET.OPEN WK COORDINATE W/AT&T PROJECT MANAGER. -WARRANTIES ON Al ITEMS INSTALLED AND WORK PERFORMED 3461 -� SYSTEM VSWR,LOAD VSWR,SYSTEM RETURN LOSS,OPEN RETURN LOSS,DISTANCE TO FAULT. - PHOTOGRAPHS OF THE SITE BEFORE, DURING,AND AFTER CONSTRUCTION -ALL THIRD-PARTY INSPECTION REPORTS (CONCRETE, PLATFORM,ETC.) 4.9 AIIDIL - COMPLETED PUNCH-LIST ° 2 6 2Q^ CONTRACTOR SHALL CONDUCT AUDIT OF MATERIALS TO INCLUDE ANTENNA SERIAL B.ALL PERMITS ARE TO BE ON-SITE AT ALL TIMES, INCLUDING DURING AND AFTER CONSTRUCTION. F n/ONAt °G�. NUMBERS AND MODEL NUMBERS PER IDENTIFIED SECTOR.CONTRACTOR SHALL.RECORD FINDINGS IN'SWEEP AUDIT SHEET.' i y. YY M Y Y o'Y I Z O F- crU cr U) Z Z z O U F- Z af O U J co U N w z > W N m co c N U O O O W � W Z Ti N M DRAWN BY: KR CHECKED BY: KS DRAWING DATE: 10/26/12 SITE NUMBER:COU4146 SITE NAME:SUNBURST MONOPINE CROWNCASTLE SITE NAME CROWN-VAIL BUSINESS UNIT NUMBER i 810106 SITE ADDRESS 1309 ELKHORN DRIVE VAIL,CO 81657 EAGLE COUNTY USA SHEET TITLE AT&T GENERAL NOTES SHEET NUMBER GN5 i ''III SIGN SPECIFICATIONS PROPERTY OF AT&T MOBILITY -THODUCTS E AWS COMPANY NAME SHOULD NOT BE DISPLAYED AT THE SITE EXTERIOR. 200A,120/24OV,1PH,3W LOADCENTER -ALL SIGNS SHOULD BE UV-RESISTANT FOR OUTDOOR USE. A -ALL SIGNS SHOULD HAVE A MINIMUM 5-YEAR GUARANTEE WITHOUT SHOWING ANY SIGNS OF DEGRADATION. MOUNT ON LOADCENTER -ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE-DRILLED HOLES AND �* ffN" WEATHERPROOF PRESSURE SENSITIVE ADHESIVE BACKING FOR MOUNTING l. A �PURPOSES. / Beyond this point Beyond this point; SIGNS Radio frequency fields at this site Radio frequency rleldS beyond Radio frequency fields at this site INTERNATIONAL Jr may exceed FCC rules for human this Point may exceetl the FCC exceed the FCC rules for human SITE ID AND NAME SIGN exposure general public exposure limit. exposure PROPERTY OF AT&T MOBILITY A. THIS SIGN SHOULD BE MADE OF 8-1/2" X 11" 60-MIL THICK WHITE PLASTIC Fe IetY°°°Y xpoat,dslans°"° ObeY Ip°ateAsig"'°ntleltegulaeli"° Ftlurel b°r Ilp°atee B nd ite CENTERED BLUE LETTERING OF 72 POINT FONT (1") OR LARGER. 9830 S. 51ST STREET eneg Hell r rkingl -tll 1 w°elchgi tlb frp Y g IdeY r w°rW"g retll rtegeeiKy ev Y w n;"n al ae t ma nl a st 1 ry.. MANUAL TRANSFER SWITCH - B. THIS SIGN SHOULD BE PLACED ON THE EXTERIOR SIDE OF THE ENTRANCE PHOENIX,AZ 85044-5677 a 200A,240V,2P-SN DOOR TO THE SHELTER/EQUIPMENT ROOM OR ENTRANCE TO SITE. MOUNT ON TRANSFER SWITCH I C. THE SIGN SHALL READ: SITE ID - SITE NAME FOR EMERGENCY ACCESS, PLANS PREPARED FiY: OR WHEN WORKING ON THIS SITE FCC SIGNAGE REQUIREMENTS CALL: 1-800-832-6662 ALL FCC SIGNS MUST COMPLY WITH THE FOLLOWING: PROPERTY OF A. MATERIAL - 2" X 10" - 3mm THICK LAMACOID, BLACK LETTERS, WHITE BACKGROUND, 13969 W. let Ave. NO TRESPASSING AT&T MOBILITY FASTEN WITH APPROVED ADHESIVE. A 72 POINT FONT (1") FOR THE ACTUAL NUMBER AND Polder,Co 80061 F:303-325-5629 36 POINT FOR THE SIGN NAME (0.5"). EMERGENCY GEN-SET C. WHEN MOUNTING THE FCC CALL SIGN OR FCC TOWER REGISTRATION NO. SIGN ON 120/240V,1 PH,3W CONCRETE OR OTHER POUROUS SURFACE, THE VINYL GRAPHICS SHOULD BE MOUNTED ON A 2.5" X 11" ALUMINUM BACKING PLATE. THE BACKING PLATE CAN THEN BE MOUNTED QQ REG USING SCREWS OR EPDXY. �Q. e"e.ejeSlF MOUNT BESIDE GENERATOR RECEPTACLE FCC CALL SIGN •Q�ERJAMF ;'P INSTALL NO TRESPASSING I I A. THE LICENSE'S CALL SIGN MUST BE POSTED ON EACH RADIO AT THE SITE. IF ALL ; s cP SIGNAGEPROVIDEDBYAT&T RADIOS ON A RACK BELONG TO THE SAME LICENSEE (AND THEREFORE HAVE THE SAME MOBILITY CALL SIGN), THE CALL SIGN CAN BE POSTED ON THE RACK INSTEAD OF EACH INDIVIDUAL .- 34610 RADIO. IF ALL RACKS IN THE SHELTER BELONG TO THE SAME LICENSEE, THE CALL SIGN �O e AT&T WIRELESS r CAN BE POSTED ON THE EXTERIOR OF THE SHELTER ITSELF. THE CALL SIGN MUST BE t1 LEGIBLE ON A WEATHERPROOF SIGN. IN THE ABSENSE OF CONFLICTING REQUIREMENTS 2P �Q�t%e SERVICES (SUCH AS SIZE CONSTRAINTS OR LANDLORD DEMANDS). THE CALL-SIGN SIGNAGE SHOULD �,tel••se see"�\�� CONFORM TO THE STANDARDS AS SHOWN IN FIGURE 1.1 OF THE AT&T SPECIFICATION. SEE No sign required-0 to 15%of MPE APPENDIX A OF THE AT&T SPECIFICATION FOR THE MARKET SPECIFIC AWS FCC CALL SIGN S�ONA'L Blue Sign,Notice-15%to 19.99%of MPE MOUNT BESIDE METER j NUMBERS. FCC CELLULAR LICENSEES. Yellow Sign,Caution-20%to 99.99%of MPE *' B. A COPY OF THE LICENSE, KNOWN AS "RADIO STATION AUTHORIZATION" MUST BE m Y Y Y AVAILABLE FOR INSPECTION, USUALLY AT THE LICENSEE'S MOBILE SWITCHING CENTER Red Sign,Warning-100%°and UP of MPE (MSC). THE ADDRESS OF THE SITE HOLDING THE RADIO STATION AUTHORIZATION z (USUALLY THE MSC) MUST BE POSTED AT EACH SITE. o i COLORADO LICENSES o � L850: Cn z A BAND: Z Z O HAZARDOUS MATERIALS SIGN SPECIFICATIONS C, z Tx: 869.040-879.990/890.010-891.480 MHz -PROVIDE PLACARDING FOR LEAD ACID BATTERIES d F o Rx: 824.040-834.990/845.010-846.480 MHz EXCEEDING 10 GALLONS OF BATTERY ACID PER NFPA 704. N " OPTIONAL ALUMIN M BACKING w r o w PLATE (SEE NOTE CALL SIGN NUMBERS PRODUCTS o a o — — — — — — — --I DENVER- CMA019/KNKA348 -ALL SIGNS SHOULD BE UV-RESISTANT FOR OUTDOOR USE. N r FCC CALL SIGN 36 POINT HELVETICA (1/21 GREELEY- CMA243 KNKA649 -ALL SIGNS SHOULD HAVE A MINIMUM 5-YEAR GUARANTEE WITHOUT SHOWING ANY w ( / / SIGNS OF DEGRADATION. cn r N KNLF278 I 72 POINT HELVETICA (11 CO SPRINGS- CMA117/KNKA678 -ALL SIGNS SHALL HAVE ROUNDED CORNERS WITH PRE-DRILLED HOLES AND Z a — — — — — — — FT. COLLINS- CMA210/KNKA72O WEATHERPROOF PRESSURE SENSITIVE ADHESIVE BACKING FOR MOUNTING PURPOSES. o ° - - 0 Ln VERIFY FCC CALL COLORADO 3- CMA350/KNKN453 > FCC CALL SIGN SIGN NUMBER SIGNS Z N 7 KNKA278 I WITH MANAGER 1900: HAZARDOUS MATERIALS SIGN D BLOCK: A. THIS SIGN SHOULD BE MADE OF 60-MIL THICK WHITE DRAWN BY: KR — — — — — — — — — —I Tx: 1945.08-1950.00 MHz PLASTIC - (1) MIN. 15"x15" PLACARD ON EXTERIOR OF CHECKED BY: KS Rx: 1865.04-1869.96 MHz SHELTER DOOR OR ENTRANCE TO EQUIPMENT AREA & (1) DRAWING DATE: 10/26/12 CALL SIGN NUMBERS MIN. 10"x10" PLACARD ON INSIDE OF SHELTER DOOR B. THIS SIGN SHOULD READ: Site Number- Site Name DENVER- 6110-D/KN 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL FIRE SITE NUMBER:COU4145 GREELE 6172-D/KNLH67 LH670 CODES PERTAINING TO HAZARDOUS MATERIALS. SITE NAME:SUNBURST MONOPINE FOR EMERGENCY ACCESS CO SPRINGS— 8089-D/KNLG402 CROWNCASTLE SITE NAME � FT. COLLINS- 6149-D/KNLG431 2. IF APPLICABLE THE CONTRACTOR IS RESPONSIBLE FOR APPLYING & � OR WHEN WORKING GRND. JUNCTION- B168-D/KNLG437 RE-NEWING ANY ADDITIONAL FIRE OR HAZARDOUS MATERIALS PERMITS CROWN-VAIL PUEBLO- 8366-D/KNLG522 REQUIRED BY THE LOCAL JURISDICTION. ON THIS SITE, NOTE: 3. ALL SITES MUST BE KEPT IN COMPLIANCE & UP TO DATE. BUSINESS UNIT NUMBER 4. REFER TO STANDARD EQUIPMENT CABINET SHEET FOR ALL EQUIPMENT 810106 ALL NAMEPLATES TO BE 3mm THIC CALL. 1-800-832-6662 LAMACOID, BLACK LETTERS, WHITE BATTERY SPECIFICATIONS & INFORMATION. SITE ADDRESS BACKGROUND, FASTEN WITH 5. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LOCAL FIRE 1309 ELKHORN DRIVE I MOUNT ON FRONT GATE APPROVED ADHESIVE. DEPARTMENT IF THE BATTERIES INSTALLED DIFFER OTHER THAN WHAT IS VAIL,CO 81657 SHOWN ON THE STANDARD DRAWINGS. EAGLE COUNTY NOTE: USA CONTRACTOR MUST VERIFY ALL SITE 6. PROVIDE SECONDARY SPILL CONTAINMENT (BATTERY TRAYS, ETC) PER SHEET TITLE SIGNAGE WITH CONSTRUCTION LOCAL FIRE REQUIREMENTS. AT&T PROJECT MANAGER PRIOR TO 7. PROVIDE SPILL NEUTRALIZATION KIT ON SITE, PER LOCAL FIRE GENERAL NOTES ORDERING ANY SIGNS. REQUIREMENTS.. SIGNAGE& NOTES) ' SHEET NUM SIGNAGE DETAILS & NOTES JS.ALE ��C : V N.T.S. l i wr / -- - - - - - - - - - -- _ --- ------ - mat&t \ s - � � �� rim//f✓r � _ EX. ASPHALT-/ - r ° f/��. �r� � PARKING AREA C Air f. r �!'1� fLV NEW JERSEYS 51'-0" -- L' r f" IHTERNASIDNAL y BARRIER, TYP. _ - - 5._00 (PAINT GRAY)_t_- -_- - EX. BUILDING I I ELECTRIC 9830 S. 51ST STREET f % r }w NEW CROWNCASTLE f f f f EB { VAULT PHOENIX,AZ 85044-5677 ! 20'-0 X 11'-6" r Iff } _�*-D.- °• EQUIPMENT SHELTER f `ff / /�'� o PUNS PREPARED BY: (TO 4ATCH MATERIAL & l — - �ee COLD OF EX. BUILDING) f _ — - - KEYSTONE _ NEW CROWNCASTLE / fi _sue r — _ _- BLOCK MONOPOLE W. NEW C WNCASTLE _ — _ _ — — _ — — o` __ RETAINING ew _ _ _ _ WALL (PAINT SW¢.1 b0 "BEST MO OPOLE "B^ 5'_0^ �� — _ — — _ — o _ -= 13969 W. 1el Ave. y f I 1 BRONZE") (PA I SW6160 — — — — — 1 _ Golden, Co 80401 O �- — — r P:303-325-5608 F:303-325-5829 i` "BE BRONZE") a r _ _ — r r /� RE 1sr s ti Ow rr rrrr � r — ter.. J \e — — — — 34610 -NEW PERMANENT — - - — � r � �-- - - ____ _ — �'.,! q q � �ELEC RUN L L 2 �ONR � r EXfSTING_ PROPERTY LINE /1 OVERALL SITE P AN o a 3 Z o: z Z ANEW CROWN CASTLE o ul cr NEW CROWN CASTLE , MONOPOLE MONOPOLE (BEYOND SHELTER) r w f ' EX- ASPHALT - + : T.O. POLE/ ANTENNAS o o PARKING `' ELEV. 57'-0" FA r� ro AREA 4 FUTURE CROWN CASTLE w o ti EQUIPMENT SHELTER z f EX. TREE TYP. (TO MATERIAL BUILDING `'•, - T.O. TALLEST TREE DRAWN f EX. BUILDING (BEYOND) b + ELEV. 47'-0" CHECKED KR BY: KS k- NEW CROWN CASTLE DRAWING DATE: 8/22113 f ±'j NEJJ ELECTRIC EQUIPMENT SHELTER f VAULT >� (TO MATCH EX. E B NEW PIPE i=- BUILDING COLOR & SITE NUMBER:COU4145 SIDING BOLLARD, ) SITE NAME:SUNBURST MONOPINE Iy TYP. X2 NEW KEYSTONE HIGHWAY - EX. CROWNCASTLE SITE NAME / d" _ O BLOCK RETAINING - � O 7 STEP SIDES OF WALL AROUND — BERM (BEYOND) CROWN-vAIL = TRANSFORMER WALL TO MATCH GRADE VAULT ! BUSINESS UNIT NUMBER — -- 810106 KEYSTONE TOP OF BERM BLOCK RETAINING ELEV. 12'-0^ SITE ADDRESS WALL 14 0" 0 1309 ELKHORN DRIVE PROPERTY "k o I VAIL,CO 81657 LINE I EX. GRAD EAGLE COUNTY E . l `r USA s n! ELEV. 0'-0" SHEET TITLE 10 --NEW BELOW GRADE NEW CROWN TRANSFORMER VAULT JERSEY BARRIER CASTLE RETAINING A&NEN ELEVATION ENCLOSURE r ENCLOSURE ENLARGED RETAINING WALL PLAN �_ REWNNG WALL ELEVATION SHEET NUMBE``Rww,, i L 114•a V-0 ' 3 32 n 1_0 R �1 Base Leveling Pad Notes: compac On" Cap Unit 6"Min Low Permeable Soil Keystone Cap Unit 1 The leveling pad is to be Width: 19' Width: 15" t conswcted o9'crusneu stono *Depth: 12' *Depth: 10 112" - 3"of Soil Fill is Required Between H/4 Height: 8. a' iHeighc a^ - --._ .i- Overlapping Geogrid for Proper - weight. as Ibs weight 4s Ibs Anchorage(Typ.) Additional Geogrid Overlap 4 6T Keystone Compac r Extend Wall Height/4 Unit ° Additional Drainage Fill Unit Drainage Retained Sod a-r ;p* - Draina a Fill o =H Extend Wall Height ig- ht 2 - d S A ® (3/4"Crushed Unit Face Rock or Stone) L 1"-11/4" ° E �. H14 - INTERNATIONAL -+ Retarafcadsod E ° r - .. -. - � Approximate a Excavation i t - 9830 S. 51 ST STREET a u - Drainage FIII PHOENIX,AZ 85044-5677 Finished Grade Note: v 6T — I 1 Check with manufacturer specifications Excavation y Crushed Stone H/2 Ill 'I on correct direction of orientation for PLANS PREPARED gy; Limits T a^ geogrid to obtain proper strength. Leveling Pad 2.Comer units recommended for outside Foundation soil comers. Availability May Vary 6"Crushed Rock or I.; H/2 Unre inforced Concrete 7 CA)w Leveling Pad 13989 W. 1st Ave. Geogrid Installation at Corners- NTS Goldon, Co aM1 Compac Unit/Base Pad Isometric Section View-NTS Typical Reinforced Wall Section-NTS P303-325-5808 F:303-325-5829 Dimensions&Weight May Vary by Region Compac Una-1"Setback REGIS % 2)-4'CapUnila« 4-Cap UN 34610 A Unit Unit L Ion I As o G I I v Compac Elevation lQNpl �- a L Note: pr ,i 1 Severe all ap unib wih Keyalone � Nap:al«equal _ � Y Y Top of Wall Steps — 1 +i iv Q•o• L. 6cr„iil�d Rock or J Geogrid is to be Placed on Level uraelnmrQtl canae,e step Backrtll and Extended Over the _ L—Ing Patl Elevation Fiberglass Pins. Place Next Unit Nete: Pull Grid Taught and Backfill. Compac Plan — - I Th eMNpa Stake as required. m,ariea mne W 5„< Grid & Pin Connection Compac Unit Z Q e Fat ryav Pine O F—tr— Dimensions May Vary V) Lu by Region w w•s: DRAWN BY: KR CHECKED BY: KS Section `� DRAWING DATE: 8/22113 Leveling Pad Detail-NTS Cap Unit Elevation Gap Unit Elevation SITE NUMBER:COU4145 SITE NAME:SUNBURST MONOPINE +t +� CROWNCASTLE SITE NAME N V 0 o CROWN-VAIL 18.. y 1 H„ BUSINESS UNIT NUMBER 810106 Cap Unit Plan Cap Unit Plan SITE ADDRESS Universal 3-Plane Split VAIL,CO 8 657 DRIVE Cap Unit Option Cap Unit Option EAGLE COUNTY - - Dimensions&Availability Dimensions&Availability USA Will Vary by Region Will Vary by Region SHEET TITLE RETAINING WALL DETAILS SHEET NUMBER RT-2