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Home My WebLink About1.02 Updated Plan SetSCOPE OF WORK SITE NAME: SUNLIGHT MOUNTAIN RESORT SITE NUMBER:COL04448A SITE ADDRESS:11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 JURISDICTION:GARFIELD COUNTY COUNTY:GARFIELD TOWER OWNER:COMMNET LATITUDE: 39.399880 LONGITUDE:-107.337438 CONSTRUCTION TYPE: V-N OCCUPANCY:U A.P.N.239 533 300051 ZONING: RURAL PROPOSED USE:UNMANNED TELECOMMUNICATION FACILITY PROPERTY OWNER:BIG BEND RESORT & ADVENTURES LEGAL DESCRIPTION: SECTION: 33 TOWNSHIP: 7 RANGE: 89 E1/2SWNW, E1/2W1/2SWNW, SENW, N1/2SW, SWSW, EXCEPT TR IN THE SWNW & NWSE CONT. 5.28AC. LYING SLY OF THE SLY ROW LINE OF CO.RD. ALSO EXCEPT A TR IN THE N1/2SW CONT. 1.55AC. NORTH PROJECT TEAM DRIVING DIRECTIONS PROJECT INFORMATION NORTH GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. DO NOT SCALE DRAWINGS SPECIAL NOTES CODE COMPLIANCE PROJECT: SITE NUMBER: FA #: PACE #: SITE NAME: ADDRESS: FIRSTNET COL04448A 15066988 MRUTH037675 SUNLIGHT MOUNTAIN RESORT 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 LOCATION MAP VICINITY MAP 1. ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH CURRENT CARRIER CONSTRUCTION INSTALLATION GUIDE. 2. EXISTING CONDITIONS WILL BE VERIFIED IN FIELD. IF SIGNIFICANT DEVIATIONS OR DETERIORATION ARE ENCOUNTERED AT THE TIME OF CONSTRUCTION, A REPAIR PERMIT WILL BE OBTAINED & CONTRACTOR SHALL NOTIFY ARCHITECT OR ENGINEER OF RECORD IMMEDIATELY. 3. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER OF RECORD IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. 4. THESE DRAWINGS ARE FULL SIZE & SCALEABLE ON 22"X34" SHEET SIZE & ARE NOT REDUCED IN SIZE. 5. STATEMENT THAT COMPLIANCE WITH THE ENERGY CODE IS NOT REQUIRED. -SCOPE OF WORK DOES NOT INVOLVE MODIFICATIONS TO EXTERIOR ENVELOPE OF BUILDING, HVAC SYSTEMS OR ELECTRICAL LIGHTING. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & FIELD CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER OF RECORD IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. APPLICANT:SAC WIRELESS ON BEHALF OF AT&T PRESTON FORD MOBILE: (623) 256-2704 preston.ford@sacw.com REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 ·2015 INTERNATIONAL BUILDING CODE ·2017 NATIONAL ELECTRICAL CODE ·2018 INTERNATIONAL MECHANICAL CODE ·2018 INTERNATIONAL FIRE CODE Connecting Rural America Call before you dig. below.Know what's TO OBTAIN LOCATION OF PARTICIPANTS UNDERGROUND FACILITIES BEFORE YOU DIG IN COLORADO, CALL COLORADO 811 TOLL FREE: 1-800-922-1987 OR www.co811.org COLORADO STATUTE REQUIRES MIN OF 2 WORKING DAYS NOTICE BEFORE YOU EXCAVATE (DAY OF THE CALL NOT INCLUDED) RR PROJECT NOTES FCC: EVERY WIRELESS TELECOMMUNICATIONS FACILITY SHALL MEET THE REGULATIONS OF THE FCC REGARDING PHYSICAL AND ELECTROMAGNETIC INTERFERENCE. THE ONLY SIGNAGE WHICH IS PERMITTED IS THAT WHICH IS REQUIRED BY STATE OR FEDERAL LAW. T-1.0 T-2.0 A-1.0 A-2.0 A-3.0 G-1.0 SHEET DRAWING INDEX DESCRIPTION A-4.0 NOT FOR CONSTRUCTION UNLESS APPROVED BY JURISDICTION A-4.1 G-2.0 A-4.2 E-1.0 A-4.3 TITLE SHEET GENERAL NOTES OVERALL SITE PLAN PROPOSED AT&T ANTENNA & EQUIPMENT PLANS EXISTING & PROPOSED SOUTH ELEVATIONS EQUIPMENT DETAILS & SPECIFICATIONS EQUIPMENT DETAILS & SPECIFICATIONS EQUIPMENT DETAILS & SPECIFICATIONS EQUIPMENT DETAILS & SPECIFICATIONS 1-LINE DIAGRAM & SYMBOLS KEY AT&T EQUIPMENT & ANTENNA GROUNDING PLANS GROUNDING NOTES & DETAILS T-1.0 TITLE SHEET AT&T PROPOSES TO: ·EXISTING 61'-0" MONOPOLE ON CONCRETE FOOTING TO BE REMOVED ·NEW 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING ·OTHER CARRIER EXISTING ANTENNAS TO BE RELOCATED TO NEW MONOPOLE TOWER ·INSTALL (3) NEW AT&T PANEL ANTENNAS ·INSTALL (3) NEW AT&T RADIOS (AHLBA) ·INSTALL (3) NEW AT&T RADIOS (AHFIB) ·INSTALL (3) NEW AT&T ANTENNA MOUNTS W/ MOUNTING PIPES ·INSTALL (1) NEW AT&T ANTENNA COLLAR MOUNT W/ MOUNTING PIPES ·INSTALL (1) NEW AT&T DC12 SURGE SUPPRESSOR ·INSTALL (1) NEW AT&T DC9 SURGE SUPPRESSOR ·INSTALL (1) NEW AT&T FIBER TRUNK 24 PAIR CABLE ·INSTALL (3) NEW AT&T DC TRUNK CABLES ·INSTALL (1) NEW AT&T DELTA 2-BAY EQUIPMENT CABINET ·INSTALL (1) NEW AT&T ICE-BRIDGE ·INSTALL (1) NEW AT&T 8'-0"X9'-6" CONCRETE EQUIPMENT PAD ·INSTALL (1) NEW AT&T 15KW DC GENERATOR ON NEW 3'-6"X5'-2" CONCRETE PAD ·INSTALL (1) NEW AT&T H-FRAME ·INSTALL (1) NEW AT&T METER W/ MAIN SERVICE BREAKER ·INSTALL (1) NEW AT&T ELECTRICAL PANEL ·INSTALL (1) NEW AT&T FIBER BOX ·INSTALL (1) NEW AT&T GENERATOR RECEPTACLE ·INSTALL (1) NEW AT&T OUTDOOR GFCI OUTLET ·REMOVE PART OF EXISTING COMPOUND FENCE AND EXPAND COMPOUND FENCED AREA SITE SITE A-1.1 SITE PLAN PLANNING/ZONING CONSULTANT: SAC WIRELESS PRESTON FORD 623-256-2704 preston.ford@sacw.com ENGINEER: THOMAS HOLT ENGINEER THOMAS HOLT 604 FOX GLEN BARRINGTON, IL 60010 CONTACT: TOM HOLT PHONE: (847) 277-0070 EMAIL: tholt@westchesterservices.com T-3.0 SECTOR COLOR CODE DIRECTIONS FROM GLENWOOD SPRINGS MUNICIPAL AIRPORT (GWS): 1. HEAD SOUTH ON AIRPORT CENTER RD 2. AIRPORT CENTER RD TURNS RIGHT AND BECOMES AIRPORT RD 3. TURN LEFT ONTO 4 MILE RD 4. CONTINUE STRAIGHT ONTO CO HWY 117 5. TURN LEFT 6. KEEP RIGHT DESTINATION WILL BE ON THE LEFT AT&T PROJECT MANAGER: ANTHONY V. DROSI PROJECT MANAGER-ALTERNATE BUILD MODEL AT&T MOBILITY 7337 TRADE ST., RM 3684 SAN DIEGO, CA 92121-4202 OFFICE: (858) 886-1255 MOBILE: (858) 337-7968 ARCHITECT: SAC AE DESIGN GROUP, INC. ANTHONY BECCASIO, A.I.A. 540 W. MADISON ST. 8TH FLOOR CHICAGO, IL 60661 CONTACT: ANTHONY BECCASIO PHONE: (312) 971-7690 EMAIL: anthony.beccasio@sacw.com A-2.1 PROPOSED COMMNET ANTENNA & EQUIPMENT PLANS A-4.4 COMMNET EQUIPMENT DETAILS & SPECIFICATIONS G-1.1 COMMNET EQUIPMENT & ANTENNA GROUNDING PLANS COMMNET PROPOSES TO: ·REMOVE EXISTING COMMNET 61'-0" MONOPOLE TOWER ·INSTALL (1) PROPOSED COMMNET ICE BRIDGE ·INSTALL (2) PROPOSED COMMNET ANTENNA MOUNTS W/ MOUNTING PIPES ·INSTALL (1) PROPOSED COMMNET ANTENNA COLLAR MOUNT ·RELOCATE (1) EXISTING COMMNET FTTA BOX ·RELOCATE (4) EXISTING COMMNET RADIOS (R8882) ·RELOCATE EXISTING COMMNET ANTENNAS ON NEW MONOPOLE TOWER, PER PLAN 1 OF 1 SURVEY A-1.2 PARCEL MAP DG-1.0 DRAINAGE & GRADING PLAN Commnet Commnet Ea~ A Nokia company iDJ WESTCHESTER w SERVICES LLC 604 FOX G_EN TELE::JHONE: IL 60010 FA~ : 847-277-0080 lhol l@wes le heslerse· ✓ices. cu rn I I l'====-----====!I REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 REFERENCED DOCUMENTS: ·CONSTRUCTION DRAWINGS: REFERENCE CDs ·SCOPE OF WORK: 11/21/2019 (DATE OF REFERENCE SPREADSHEET) ·SITE VISIT: 11/12/2019 GENERAL NOTES: 1. THIS FACILITY IS EXEMPT FROM ACCESSIBILITY REQUIREMENTS PER COLORADO/INTERNATIONAL BUILDING CODE SECTION 11B-203.5. THIS FACILITY IS NON-OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 3. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND CONSTRUCTION SPECIFICATIONS. THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PREVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFORMING THAT THE WORK MAY BE ACCOMPLISH AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 5. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 7. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 8. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENT. 9. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 11. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF THE BUILDING & GROUNDS & SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 13. INSTALL ALL EQUIPMENT AND MATERIAL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 14. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACE, EQUIPMENT, IMPROVEMENTS, PIPING, ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 15. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 16. REPAIR ALL EXISTING WALL SURFACE DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACE. 17. SEAL PENETRATION THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 18. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITIONS AND FREE FROM PAINT SPOT, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 19. MINIMUM BEND RADIUS OF ANTENNA CABLE SHALL BE IN ACCORDANCE WITH CABLE MANUFACTURER'S RECOMMENDATIONS. 20. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 21. ALL CONSTRUCTION IS TO ADHERE TO AT&T'S INTEGRATED CONSTRUCTION STANDARDS UNLESS COLORADO CODE IS MORE STRINGENT. 22. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PERFORM THE CONSTRUCTION IN ACCORDANCE WITH THE COLORADO BUILDING STANDARDS CODE. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE APPROVED PLANS AND SPECIFICATIONS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE REFERENCED CODE ON SHEET T-1.0, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE JURISDICTION BEFORE PROCEEDING WITH THE WORK. 23. GENERAL CONTRACTOR TO ENSURE THAT ALL BUILDING PENETRATIONS ARE SEALED AND WEATHERPROOFED SITE WORK NOTES: 1. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS. 2. SIZE, LOCATION, AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT OR ENGINEER OF RECORD AT COMPLETION OF PROJECT. 3. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT OR ENGINEER OF RECORD AND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORK SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 4. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTAL AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT OR ENGINEER OF RECORD FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT OR ENGINEER OF RECORD. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION. 5. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPER, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 6. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. PAINTING NOTES & SPECIFICATIONS: A.GENERAL 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS SPECIFICALLY NOTED OTHERWISE. 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED. 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE AT&T CONSTRUCTION MANAGER. 6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 GRIT SANDPAPER AND NON-HYDROCARBON WASH. PREPARE GALVANIZED SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH SSPC-SP1. 7. FURNISH DROP CLOTHES, SHIELDS, MASKING AND PROTECTIVE METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT SURFACES AND FACILITIES. 8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL COAT ON FLAT SURFACES. APPLY MATERIAL TO ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS INDICATED. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AT A RATE TO ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSES AND OTHER DEFECTS INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE AT&T CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES WHICH ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE FROM BLEMISHES. B.COATING SYSTEM SPECIFICATIONS 1. DTM ACRYLIC COATING (SERIES B66) BY SHERWIN WILLIAMS CO. 1MIL DFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER (B66A50). 2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100 (SERIES A-82) BY SHERWIN WILLIAMS CO. 1 DFT PER COAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER. PAINT & PRIMER ANTENNAS - PAINT SHALL BE VERIFIED WITH MANUFACTURER IF ACCEPTABLE PRIMER - KEM AQUA E61-W525 TOPCOAT - COROTHANE II B65W200/B60V22 BTS CABINET PRIMER - KEM AQUA E61-W525 TOPCOAT - COROTHANE II B65W200/B60V22 COAXIAL JUMPER CABLES PRIMER - AS REQUIRED FOR ADHESION. APPLY ONE COAT OF KEM AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 RAW STEEL PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 GALVANIZED METAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND FINISH COAT (GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) STAINLESS STEEL PRIMER - OTM WASH PRIMER, B71Y1 TOPCOATS - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 PRE-PRIMED STEEL TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, SS0WZ4 ALUMINUM & COPPER PRIMER - DTM WASH PRIMER, B71Y1 TOPCOAT - 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 CONCRETE MASONRY PRIMER - PRO MAR EXTERIOR BLOCK FILLER TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH CONCRETE STUCCO (EXISTING) 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCH STUCCO PRIMER - PRO MAR MASONRY CONDITIONED B-46 W21000 TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS WOOD PRIMER - A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEEN TO MATCH ADJACENT SURFACES FIELD CUTS/ DAMAGE (PRIOR TO PRIME & PAINT) FIRST & SECOND COAT - CUPRINOL CLEAR WOOD PRESERVATIVE #158-0356 ALL PENETRATIONS INTO FINISHED GLU-LAMS SHALL BE CAULKED WITH "SIKAFLEX" SEALANT STEEL TOUCH UP STEEL THAT HAS BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SHALL BE TOUCHED UP WITH COLD GALVANIZED PAINT. GROUNDING NOTES: 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 3. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 4. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. 5. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 6. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), COLORADO BUILDING STANDARDS AND MANUFACTURER. FIRE DEPARTMENT NOTES: 1. IF FIRE DEPARTMENT FINAL INSPECTION IS REQUIRED, SCHEDULE INSPECTION 2 DAYS IN ADVANCE. 2. A COLORADO/INTERNATIONAL FIRE CODE PERMIT TO OPERATE BATTERY SYSTEMS WITH STATIONARY LEAD-ACID BATTERIES IS NOT REQUIRED FOR THE QUANTITIES ON SITE. 3. A COLORADO/INTERNATIONAL FIRE CODE PERMIT MAY BE REQUIRED FOR THE HAZARDOUS MATERIALS ON SITE. 4. REQUIRED SIGNAGE SHALL INCLUDE LETTERING HEIGHT OF AT LEAST ONE INCH, IN A COLOR THAT CONTRASTS TO THE SIGN BACKGROUND, AND SHALL BE PROMINENTLY DISPLAYED. 5. AN APPROVED METHOD TO NEUTRALIZE SPILLED ELECTROLYTE SHALL BE PROVIDED IN THE BATTERY ROOM. 6. BATTERIES SHALL BE PROVIDED WITH SAFETY VENTING CAPS. 7. CONTRACTOR SHALL VERIFY IN FIELD THE EXISTENCE OR INSTALLATION OF A FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A-10BC, WITH A CHARGE STATUS ACCEPTABLE TO THE LOCAL FIRE AUTHORITY HAVING JURISDICTION. 8. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE COLORADO INTERNATIONAL FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO APPROVAL OF THE COUNTY BUILDING FIRE INSPECTOR. 9. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. 10. EXIT DOORS SHALL BE ABLE TO OPEN FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 11. ADDRESS NUMBERS SHALL BE A MINIMUM 6 INCHES HIGH AND PLAINLY VISIBLE FROM ROADWAY BUILDING IS ADDRESSED ON. 12. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. 13. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. [COLORADO/INTERNATIONAL FIRE CODE 807.3] CONCRETE: PART 1 - GENERAL 1. WORK INCLUDES FORMWORK, REINFORCEMENT, ACCESSORIES, CAST-IN-PLACE CONCRETE, FINISHING, AND CURING. 2. INSPECTIONS A. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING BUILDING DEPARTMENT INSPECTIONS REQUIRED FOR THE SCOPE OF WORK BEING PERFORMED. B. ALL REINFORCING STEEL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND UPLOADED TO TALON VIEW FOR APPROVAL. C. THE COMMENT CONSTRUCTION MANAGER SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS. 3. QUALITY ASSURANCE A. CONSTRUCT AND ERECT CONCRETE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 318. B. PERFORM CONCRETE REINFORCING WORK IN ACCORDANCE WITH ACI 301, ACI 318, AND ASTM A184. C. PERFORM CAST-IN-PLACE CONCRETE WORK IN ACCORDANCE WITH ACI 301, ACI 318, AND ACI 117-90. 4. SUBMITTALS SUBMIT CONCRETE MIX DESIGN AND REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL BY AT&T CONSTRUCTION MANAGER. THE SHOP DRAWINGS SHALL BE SUBMITTED IN THE FORM OF TWO (2) CONCRETE MIX DESIGN INFORMATION SHEETS AND TWO (2) DRAWINGS FOR REINFORCING STEEL. PART 2 - PRODUCTS 1. REINFORCEMENT MATERIALS A. REINFORCEMENT STEEL, ASTM A615, 60KSI YIELD GRADE, REINFORCING STEEL RODS, PLAIN FINISH. B. WELDED STEEL WIRE FABRIC ASTM A185 PLAIN TYPE, IN FLAT SHEETS, PLAIN FINISH. C. CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS, SIZED AND SHAPED FOR SUPPORTS OF REINFORCING. D. FABRICATE CONCRETE REINFORCING IN ACCORDANCE WITH ACI 315, AND ACI 318, AND ASTM A184. 2. CONCRETE MATERIALS A. CEMENT: ASTM C150, PORTLAND TYPE. B. FINE AND COURSE AGGREGATES: ASTM C33 - MAXIMUM SIZE OF CONCRETE AGGREGATE SHALL NOT EXCEED ONE (3/4) INCH SIZE SUITABLE FOR INSTALLATION METHODS UTILIZED FOR ONE-THIRD CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. C. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE. D. AIR ENTRAINING ADMIXTURE: ASTM C260. 3. CONCRETE MIX PROVIDE CONCRETE AS FOLLOWS: COMPRESSIVE STRENGTH 2500 PSI AT 28 DAYS. SLUMP : 3 INCHES. T-2.0 GENERAL NOTES Commnet A Nokia company iffl WESTCHESTER DI SERVICES LLC I l REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 T-3.0 SECTOR COLOR CODE RMR-COLORADO COLOR CODE CABLE# 700 MHz TX1/RX1 700 MHz TX2/RX2 758 MHz TX1/RX1 758 MHz TX2IRX2 758 MHZ TX3/RX3 758 MHz TX41RX4 850 MHz TX1/RX1 850 MHz TX21RX2 850 MHz TX1/RX1 850 MHz TX2JRX2 850 MHz TX3/RX3 850 MHz TX4/RX4 1900 MHz TX1/RX1 1900 MHz TX21RX2 1900 MHz TX3/RX3 1900 MHz TX4/RX4 2100 MHz TX1/RX1 2100 MHz TX2/RX2 2100 MHz TX3/RX3 2100 MHz TX4/RX4 2300 MHz TX1/RX1 2300 MHz TX21RX2 2300 MHz TX3/RX3 2300 MHz TX4/RX4 WIFI GHz TX1/RX1 WI FI GHz TX2/RX2 SECTOR COLORS f-------------,-------i SECTOR ALPHA SECTOR BETA SECTOR GAMMA R ED PRIME COLOR BLUE PR IME COLOR GREEN PRIME COLOR FREQUENCY COLORS RED 700 LTE ORANGE 850 LT E YELLOW 1900 LTE WHITE 2100 LT E BROWN 2300 LTE BLUE BSOUMTS GREEN 1900 UMTS V IOLET 2ND LTE 2100 SLATE 2ND LTE 1900 PORT IDENTIFIER FIRSTNET TX1/RX1 700 LTE ORANGE TX2/RX2 850 LTE YELLOW TX31RX3 1900 LTE WHITE TX4/RX4 2100 L TE Commnet CABLE# CABLE U BLACK REPRESENTS THE JUMPER 700 MHz TX1/RX1 BLACK REPRESENTS THE J UMPER 700 MHz TX1/RX1 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 700 MHz TX2IRX2 BLACK REPRESEN TS THE J UMPER 700 MHz TX2/RX2 BLACK REPRESENTS THE JUMPER A Nokia company FIRSTNET 758 MHz TX1/RX1 FIRSTNET 758 MHz TX1/RX1 F IRSTNET FIRSTNET 758 MHz TX2/RX2 F IRSTNET 758 MHz TX2IRX2 F IRSTNET FIRSTNET 758 MHZ TX3/RX3 F IRSTNET 758 MHZ TX3/RX3 FIRSTNET FIRSTNET 758 MHz TX4/RX4 llWE F IRSTNET 758 MHz TX4/RX4 F IRSTNET BLACK REPRESENTS THE JUMPER 850 MHz TX1/RX1 11.llE BLACK REPRESENTS THE J UMPER 850 MHz TX1/RX1 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 850 MHz TX21RX2 11.llE BLACK REPRESEN TS THE J UMPER 850 MHz TX2/RX2 BLACK REPRESENTS TH E JUMPER iffl WESTCHESTER DI SERVICES LLC FIRSTNET 850 MHz TX1/RX1 11.llE F IRSTNET 850 MHz TX1/RX1 FIRSTNET 850 MHz TX2/RX2 11.llE F IRSTNET 850 MHz TX2/RX2 FIRSTN ET 850 MHz TX3/RX3 ll.1IE FIRSTN ET 850 MHz TX3/RX3 FIRSTNET 850 MHz TX4/RX4 BWE FIRSTNET 850 MHz TX4/RX4 F IRSTN ET BLACK REPRESENTS THE JUMPER 1900 MHz TX1/RX1 llWE BLACK REPRESEN TS T HE J UMPER 1900 M Hz TX1/RX 1 BLACK RE PRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 1900 MHZ TX2/RX2 11.UE BLACK REPRESENTS THE J UMPER 1900 MHz TX2IRX2 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 1900 MHz TX3/RX3 11.UE BLACK REPRESEN TS TH E J UMPER 1900 MHz TX3/RX3 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 1900 MHZ TX4IRX4 IIWE BLACK REPRESENTS THE J UMPER 1900 MHz TX4 /RX4 BL.ACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 2100 MHz TX1/RX1 IIWE BLACK REPRESEN TS THE J UMPER 2100 MHz TX1/RX 1 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 2100 MHz TX2IRX2 11.llE BLACK REP RESEN TS THE J UMPER 2100 MHz TX2lRX2 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 2100 MHz TX3/RX3 11.llE BLACK REPRESEN TS THE J UMPER 2 100 MHZ TX3/RX3 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 2100 MHz TX4/RX4 11.llE BLACK REPRESENTS THE J UMPER 2100 MHz TX4/RX4 BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 2300 MHz TX1/RX1 11.lJE BLACK REPRESENTS THE J UMPER 2300 MHZ TXI/RX I BLACK REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPER 2300 MHz TX2/RX2 llWE BLACK REPRESEN TS THE J UMPER 2300 MHz TX21RX2 BLAC K REPRESENTS THE JUMPER BLACK REPRESENTS THE JUMPE R 2300 MHz TX3/RX3 BLACK RE PRESENTS THE J UMPER 2300 MHz TX3/RX3 BLACK REPRE SEN TS THE JUMPER BLACK REPRESENTS THE JUMPER 2300 MHz TX4/RX4 BLACK REP RESEN TS THE J UMPER 2300 MHz TX4/RX4 BL.ACK REPRESENTS THE JUMPER W IFI -OMNI WI FI GHz TX 1/RX1 Wlfl -OMNI W IFI GHz TX1/RX 1 WIFI -OMNI W IFI -OMNI WI F I GHz TX21RX2 WIF I -OMNI WI FI GHz TX2/RX2 WIFI -OMNI I l I l 10/27/2020SECTION 33, TOWNSHIP 7 SOUTH, RANGE 89 WEST, 6TH PRINCIPAL MERIDIAN SITE BENCH SET NO. 4 IN GRAVEL E ,...........---,20 GRAVEL -"'-----GRAVEL EDGE BOOK 629, PAGE 842 APN: 239533300051 OWNER: SKI SUNLIGHT, INC PROPOSED 80' MONOPOLE TOWER LAT: 39'23'59.803" LON: -107'20'14.917" GROUND EL.EV.: 8127.58' GRAVEL GRAVEL EDGE o, ____ OE ---GRAVEL GRAVEL EDGE GRAVEL EOG GRAVEL N1 /16 CORNER SEC. 33, T7S, R89W FOUND NO. 5 REBAR W/3" ALUMINUM CAP STAMPED "LS 1571 O" 0.2' ABOVE GRADE C1/4 CORNER SEC. 33, T7S, R89W FOUND NO. 5 REBAR W/3" ALUMINUM CAP STAMPED "LS 1571 Q" 1.0' BELOW GRADE POC PROPOSED LEASE AREA !§ 1 -:-~ POC EXISTING LEASE AREA I I I I I I GRAVEL ~---VICINITY MAP __ ~ N.T.S. GRAPHIC SCALE 20 I ( IN FEET ) 1 inch = 20 ft. LEGEND + SITE BENCHMARK ■ FOUND MONUMENT (ALIQUOT) &. ELECTRIC METER 'lli UTILllY POLE II] TELEPHONE PEDESTAL C) BOLLARD OE ELECTRIC LINE (OVERHEAD) CHAIN LINK FENCE I ' • . J . . • · . CONCRETE AREA LINE BEARING DISTANCE L1 S45"26' 42'W 14.50' L2 N44"32'49"W 17.00' L3 N45"26' 42"E 14.50' L4 S44' 33 '46 "E 17.00' PROPERTY DESCRIPTION: That parcel as described in the Deed of Trust recorded June 30, 1983 under Book 629, Page 842 of the Official Records of Garfield County, State of Colorado. LEGAL DESCRIPTION OF LEASE AREA: A portion of that parcel as described in the Deed of Trust recorded June 30, 1983 under Book 629, Page 842 of the Official Records of Garfield County, State of Colorado, lying within the SW1/4 of Section 33, Township 7 South, Range 89 West of the 6th P.M., Garfield County, Colorado, being more particularly described as follows: COMMENCING at the Center 1/4 Corner of said Section 33, thence S74%'26'09"W (Bearings are relative to the West line of the SW1 /4 of the NE1 /4 of Section 33, Township 7 South, Range 89 West of the 6th P.M., being monumented at the C1/4 Comer by a found No. 5 rebar with a 3" aluminum cap, stamped "LS 15710", lying 1.0 feet below grade, and at the N1/16 Corner by a found No. 5 rebar with a 3" aluminum cap, stamped "LS 15710", lying 0.2 feet above grade, and measured to bear N03"37'47"E, a distance of 1336.89 feet), a distance of 958.40 feet to the POINT OF BEGINNING; thence S45'26'42''W, a distance of 14.50 feet; thence N44'32'49"W, a distance of 17.00 feet; thence N45'26'42"E, a distance of 14.50 feet; thence S44'33'46"E, a distance of 17.00 feet to the POINT OF BEGINNING. Containing 247 square feet or 0.006 acres, more or less. AREAS OF CONCERN: No apparent areas of concern. NOTES: 1. The purpose of this survey is to depict the existing physical improvements at the time of the survey and ta define the limits of a lease area and easements appurtenant thereto. This survey is not a boundary survey nor does it represent a monumented land survey. This survey is not intended to be used for the creation, conveyance, or transfer of any fee simple parcel. Monuments shown hereon ore for reference only and are not intended to be relied upon for the establishment of any boundary shown on this document. No monuments were established from this survey. 2. Any underground utilities shown have been located from field survey information. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they ore located as accurately as possible from the information available. 3. Easements and public documents shown or noted on this survey were examined as to location and purpose and were not examined as to restrictions, exclusions, conditions, obligations, terms, or as to the right to grant the same. 4. FEDERAL EMERGENCY MANAGEMENT AGENCY, FEMA FIRMetle published September 30, 2020, referencing Flood Insurance Rate Map, Map Number 0802051850B effective date December 15, 1977, indicates that this area hos no published flood zones. 5. This survey does not constitute a title search by Clark Land Surveying, Inc. to determine ownership or easements of record. No title commitment was provided by the client at the time of this survey. 6. Elevations ore based on NAVO 88 datum. 7. BENCHMARK: No. 4 rebar set in gravel, as shown. Elevation: 8127.57' (NAVD 88). 8. BASIS OF BEARINGS: Bearings are relative to the West line of the SW1/4 of the NE1/4 of Section 33, Township 7 South, Range 89 West of the 6th Principal Meridian, being monumented at the Cl/4 corner by a found No. 5 rebar with a 3" aluminum cap, stamped "LS 15710", lying 1.0 feet below grade, and at the N1/16 corner by a found No. 5 rebar with a 3" aluminum cap, stomped "LS 15710", lying 0.2 feet above grade, and measured to bear NOY37'47"E, a distance of 1336.89 feet. 9. Site Address: 10901 117 County Road, Glenwood Springs, CO 81601 10. Field work for this survey was completed on September 25, 2020. 11. This site is zoned '"LC" (Commercial/Limited) per County of Garfield Planning Department. Building Setbacks: Front; 25' Side: 7.5' Rear: 1 O' SURVEYOR'S STATEMENT: I hereby certify to Ski Sunlight, Inc. and Westchester Services, LLC: On the basis of my knowledge, information and belief, I hereby state and declare that this drawing was prepared under my direct supervision to the standard of care of surveyors practicing in the State of Colorado and that the information shown hereon is true and correct to the best of my knowledge and belief. This statement is neither a warranty nor a guarantee, either expressed or implied. Justin A. Crosson Colorado Professional Land Surveyor No. 38066 For and on behalf of Clark Land Surveying. Inc. Notice: According to Colorado low you must commence any legal action based upon any defect in this survey within three years ofter you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. 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L. 0 [LZ REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 DRAINAGE & GRADING PLAN DG-1.0 PROPOSED AT&T 247 SF PRIMARY GROUND SPACE PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING PROPOSED COMMNET 15kW STANDBY GENERATOR PROPOSED AT&T H-FRAME W/ NEW ELECTRICAL METER W/MAIN SERVICE BREAKER AND 200A PPC PROPOSED AT&T CHAIN-LINK FENCE (TO MATCH EXISTING) PROPOSED AT&T 12'-0" ACCESS GATE, TYP. 1DRAINAGE & GRADING PLAN N.T.S. SCALE NORTH 31/4"=1'-0" (22x34) (OR) SCALE: 1/8"=1'-0" (11x17) 4'2'1'0 NOT USED 21"=1'-0" (22x34) (OR) SCALE: 1/2"=1'-0" (11x17) 1'6"3"0UNREINFORCED BLOCK RETAINING WALL CAP UNIT ADHERES TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE VERSA-LOK ACCENT MODULAR CONCRETE UNITS GRANULAR LEVELING PAD MIN. 6" THICK IMPERVIOUS FILL 12" DEEP 9'-10"1'-0"8'-8" 2 0 ' - 0 "1'-0"1'-0"2'-7"R2'-0"120° EXISTING COMMNET METAL PLATFORM WITH CONCRETE BLOCKS 81 2 5 81 2 6 81 2 7 81 2 4 81 2 3 81 2 2 81 2 1 81 2 0 81 1 9 81 1 8 81 1 7 81 1 6 81 1 5 81 1 4 81 1 3 81 1 2 81 1 1 81 1 0 81 0 9 81 0 8 81 0 7 81 0 6 8 1 0 5 81288127 81 2 88129PROPOSED BLOCK RETAINING WALL (BASE ELEVATION 8127.5' AND TOP ELEVATION 8128.5') PROPOSED BLOCK RETAINING WALL (BASE ELEVATION 8126.5' AND TOP ELEVATION 8128.5') :--X -X -X __ /' A+ " r " I " I )( / +) /// < 1\ * '\,;" ~ ~ + + +/ /" " +/ I +✓ " I " L Commnet ~~ A Nokia company WESTCHES SERVICES LLC TER REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 PARCEL MAP 1PARCEL MAP 1/32"=1'-0" (11x17) SCALE: (OR) 1/16"=1'-0" (22x34)16'8'4'0 A-1.0NORTH16'-0"PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING PARCEL: 239533300051 ACRES: 183.169 LEGAL DESCRIPTION: SECTION: 33 TOWNSHIP: 7 RANGE: 89 E1/2SWNW, E1/2W1/2SWNW, SENW, N1/2SW, SWSW, EXCEPT TR IN THE SWNW & NWSE CONT. 5.28AC. LYING SLY OF THE SLY ROW LINE OF CO.RD. ALSO EXCEPT A TR IN THE N1/2SW CONT. 1.55AC. ±875'±838'33 23 333 1 0 300 00 4 I Commnet A Nokia company 847-277-0080 lhol l@wes le heslerse· ✓ices. cu rn r-r '\ ~, 1\ \ -h ~ ~-, #( /1 l & \ ·~ ~. w .ti '<~ t11 JF / I Y"-✓ . ti ( --1.9 ~ r1.§-)_T \\err•----• <::~::,. ·~'-''J'-'~·~ I _......___ __@ [ __ ] REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 OVERALL SITE PLAN 1PROPOSED OVERALL SITE PLAN 1/32"=1'-0" (11x17) SCALE: (OR) 1/16"=1'-0" (22x34)16'8'4'0 NORTH PROPOSED AT&T 247 SF PRIMARY GROUND SPACE A-1.1 21"=50'-0" (22x34) (OR) SCALE: 1"=100'-0" (11x17) 50'25'050' NORTH DEMOLITION OVERALL SITE PLAN PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING NORTH EXISTING UTILITY POLE WITH TRANSFORMER (AT&T POWER P.O.C.) 2 A-1.2 PROPOSED AT&T POWER ROUTE EXISTING CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE TO BE REMOVED EXISTING TREE (TYP.) EXISTING OVERHEAD POWER 16'-0"EXISTING 61'-0" MONOPOLE TOWER TO BE DISASSEMBLED AND REMOVED EXISTING 10'-0" ACCESS EASEMENT NOTE THERE ARE NO CONCERNS REGARDING CONSTRUCTION TRAFFIC ACCESS TO THE SITE PROPOSED COMMNET 314 SF LEASE EXPANSION AREA EXISTING UTILITY POLE WITH TRANSFORMER EXISTING TREE (TYP.) EXISTING OVERHEAD POWER 81 2 5 8 1 1 5 8 1 0 5 8 0 9 5 8 0 8 5 8 0 7 5 EXISTING 10'-0" ACCESS EASEMENT 81 2 5 8 1 1 5 8 1 0 5 8 0 9 5 8 0 8 5 80 7 5±16'-0"±87'-7"±133'-7"±41'-5"±16'-0"±87'-7"±133'-7"±41'-5"1 A-1.2 1- Commnet A Nokia company I l @ @ I l ------- REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 SITE PLAN 1PROPOSED SITE PLAN 1/4"=1'-0" (22x34) (OR) SCALE: 1/8"=1'-0" (11x17) 4'2'1'0 DISCLAIMER ·THIS SITE PLAN WAS GENERATED WITHOUT THE BENEFIT OF A CURRENT SURVEY OR ANY SURVEY. LOCATIONS OF PROPERTY LINES AND UTILITIES ARE PRELIMINARY. A-1.2NORTH 21/4"=1'-0" (22x34) (OR) SCALE: 1/8"=1'-0" (11x17) 4'2'1'0 NORTH ·PROPOSED RAD CENTER @ 45'-0" DEMOLITION SITE PLAN 2 A-2.0 PROPOSED AT&T FIBER BOX MOUNTED ON NEW ICE BRIDGE POST PROPOSED AT&T ICE BRIDGE PROPOSED AT&T H-FRAME W/ NEW ELECTRICAL METER W/MAIN SERVICE BREAKER AND 200A PPC 1 A-2.0 PROPOSED AT&T 247 SF PRIMARY GROUND SPACE PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING EXISTING UTILITY POLE PROPOSED AT&T FIBER ROUTE PROPOSED 1" Ø PVC CONDUIT PROPOSED AT&T POWER ROUTE EXISTING ACCESS GATES TO BE REMOVED EXISTING CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE TO BE REMOVED PROPOSED AT&T DELTA 2-BAY EQUIPMENT CABINET, (1) TOTAL PROPOSED COMMNET 15kW STANDBY GENERATOR. INCLUDE CONDUITS FOR POWER AND ETHERNET CABLES. REFER TO E-1.0 FOR CONDUIT AND WIRING SIZE. CONDUIT ROUTE TO BE DETERMINED BY CM IN FIELD 17'-0" PROPOSED AT&TPRIMARY GROUND SPACE16'-0"16'-0"EXISTING COMMNET METAL PLATFORM WITH CONCRETE BLOCKS TO REMAIN EXISTING EQUIPMENT TO REMAIN EXISTING 61'-0" MONOPOLE TOWER TO BE DISASSEMBLED AND REMOVED EXISTING COMMNET FIBER CABINET (AT&T FIBER P.O.C.) (VIF)PROPOSED BETASECTOR @ 190°PROPOSED A L P H A SECTOR @ 80° PROPOSE D G A M M A SECTOR @ 280° PROPOSED AT&T CHAIN-LINK FENCE (TO MATCH EXISTING) PROPOSED AT&T 12'-0" ACCESS GATE, TYP. PROPOSED COMMNET ICE BRIDGE W/NEW COMMNET FIBER, DC CABLES AND COAX14'-6"PROPOSED AT&T PRIMARY GROUND SPACE7'-0"10'-0"19'-0"6'-0"4'-0"20'-0"17'-0"21'-6"PROPOSED COMMNET 314 SF LEASE EXPANSION AREA EXISTING COMMNET 400 SQ FT LEASE AREA 20'-0"18'-6"16'-0"81 2 5 81 2 6 81 2 7 81 2 4 81 2 3 81 2 2 81 2 1 81 2 0 81 1 9 81 1 8 81 2 88129PROPOSED BLOCK RETAINING WALL RUN ALONG NORTHEAST FENCE 81 2 5 81 2 6 81 2 7 81 2 4 81 2 3 81 2 2 81 2 1 81 2 0 81 1 9 81 1 8 81 1 7 81 1 6 81 1 5 I_I Commnet A Nokia company WESTCHESTER SERVICES LLC X I X I X L Lx x-x [ l - @ I l @ - 11/4"=1'-0" (11x17) SCALE: (OR) 1/2"=1'-0" (22x34)2'1'6"0PROPOSED AT&T EQUIPMENT PLAN NORTH PROPOSED AT&T PANEL ANTENNA, (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) SEE 1/A-4.1 PROPOSED AT&T RADIO AHLBA (NOKIA LTE B12/B14), (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) SEE 3/A-4.1 PROPOSED AT&T RADIO AHFIB (NOKIA LTE B25/B66), (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) SEE 5/A-4.1 PROPOSED AT&T SURGE SUPPRESSOR (DC9-48-60-24-8C-EV), (1) TOTAL. SEE 4/A-4.1 NORTH 23/8"=1'-0" (22x34) (OR) SCALE: 3/16"=1'-0" (11x17) 3'2'1'0 PROPOSED AT&T ANTENNA & EQUIPMENT PLANS A-2.0 PROPOSED AT&T SECTOR MOUNT BY VALMONT P/N: VFA10-RRU3L4NP, (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTOR) SEE 2/A-4.1 PROPOSED AT&T FIBER ROUTE PROPOSED 1" Ø PVC CONDUIT PROPOSED AT&T FIBER BOX MOUNTED ON NEW ICE BRIDGE POST PROPOSED AT&T 247 SF PRIMARY GROUND SPACE PROPOSED AT&T POWER ROUTE PROPOSED AT&T ELECTRICAL METER W/MAIN SERVICE BREAKER. SEE 6/A-4.2 PROPOSED AT&T #6 AWG DC TRUNK CABLES (±65'), (3) TOTAL & PROPOSED AT&T 24-PAIR FIBER TRUNK CABLE (±65') (1) TOTAL W/PROPOSED #8 AWG JUMPERS (±30') 1 1 1 2 2 2 3 3 3 4 4 4 PROPOSED BETASECTOR @ 190°PROPOSED A L P H A SECTOR @ 80° PROPOSE D G A M M A SECTOR @ 280° PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING PROPOSED AT&T 3'-6"X5'-2" CONCRETE GENERATOR PAD SEE 1/A-4.2 PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING PROPOSED AT&T CHAIN-LINK FENCE (TO MATCH EXISTING) SEE 5/A-4.3 PROPOSED AT&T DELTA 2-BAY EQUIPMENT CABINET, (1) TOTAL SEE 1/A-4.0 PROPOSED AT&T 8'-0"X9'-6" CONCRETE EQUIPMENT PAD. SEE 1/A-4.2 PROPOSED AT&T SURGE SUPPRESSOR (DC12-48-60-0-25E-SS) MOUNTED TO OUSIDE OF DELTA EQUIPENT CABINET, (1) TOTAL SEE 2/A-4.2 PROPOSED AT&T ICE BRIDGE. SEE 4/A-4.2 PROPOSED AT&T H-FRAME. SEE 3/A-4.2 REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 PROPOSED COMMNET 15kW STANDBY GENERATOR. SEE 4/A-4.3 INCLUDE CONDUITS FOR POWER AND ETHERNET CABLES. REFER TO E-1.0 FOR CONDUIT AND WIRING SIZE. CONDUIT ROUTE TO BE DETERMINED BY CM IN FIELD PROPOSED AT&T 12'-0" ACCESS GATE PROPOSED AT&T ANTENNA PLAN EXISTING COMMNET FIBER CABINET (AT&T FIBER P.O.C.) (VIF) PROPOSED AT&T 200A ELECTRICAL PANEL CABINET TO BE LOCKABLE AND WITH PRE-WIRED GENERATOR RECEPTACLE BY MANUFACTURER 5'-2"5'-0"8"3'-6"CONCRETEPAD3'-11"5' - 2 "CONCRETE PAD3'-0"7'-6"8'-0"C O N C R E T E P A D 1' - 2 " 5' - 8 "3'-6"4"9'-6"CONCRETE PAD3'-6"1'-3"1'-9"5'-0"14'-6"PROPOSED AT&T PRIMARY GROUND SPACE17'-0"PROPOSED AT&T PRIMARY GROUND SPACECommnet A Nokia company iffl WESTCHESTER DI SERVICES LLC )C I )C I 0 0 0 0 0 0 ..l )C I ' / _, _ X _ X -X ,--X ------._ +, I l @ I l @ --~- 11/4"=1'-0" (11x17) SCALE: (OR) 1/2"=1'-0" (22x34)2'1'6"0PROPOSED COMMNET EQUIPMENT PLAN NORTH PROPOSED COMMNET ANTENNA PLAN NORTH 23/8"=1'-0" (22x34) (OR) SCALE: 3/16"=1'-0" (11x17) 3'2'1'0 PROPOSED COMMNET ANTENNA & EQUIPMENT PLANS A-2.1 1 1 2 2 3 3 4 4 PROPOSED BETASECTOR @ 190°PROPOSE D G A M M A SECTOR @ 280° PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 EXISTING COMMNET FIBER CABINET (AT&T FIBER P.O.C.) (VIF) EXISTING RELOCATED COMMNET ANTENNAS, (2) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) PROPOSED COMMNET SECTOR MOUNT BY VALMONT P/N: VFA10-RRU3L4NP, (2) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) , SEE 1/A-4.4 EXISTING RELOCATED COMMNET RADIOS, (4) TOTAL, (2) PER SECTOR (TYP. ALL SECTORS) EXISTING RELOCATED COMMNET FTTA BOX, (1) TOTAL. PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING EXISTING COMMNET EQUIPMENT ON EXISTING PLATFORM EXISTING COMMNET H-FRAME W/METER AND ELECTRIC DISTRIBUTION CABINET PROPOSED COMMNET FIBER/DC & COAX CABLES PROPOSED COMMNET ICE BRIDGE EXISTING COMMNET 10'-4"x10'-4" EQUIPMENT PLATFORM 20'-0"10'-0"4'-0"3'-8"19'-0"PROPOSED CHAIN-LINK FENCE (TO MATCH EXISTING) SEE 5/A-4.3 PROPOSED 12'-0" ACCESS GATE ',,)!~,. '< '\ = t> ' ",. ~" "\',··· ... ' ,· ✓~ " " > < 0 0 0 0 Commnet WESTCHESTER SERVICES LLC 0 9 0 0 REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 3/32"=1'-0" (11x17) SCALE: (OR) 3/16"=1'-0" (22x34)5'3'1.5'02 1 TOP OF GRADE ELEV. 0'-0" AGL 3/32"=1'-0" (11x17) SCALE: (OR) 3/16"=1'-0" (22x34)5'3'1.5'0 NOTE: ·ALL PROPOSED ANTENNAS AND MICROWAVE DISHES SHALL BE PAINTED TO MATCH THE EXISTING STRUCTURE. TOP OF PROPOSED AT&T PANEL ANTENNAS ELEV. 49'-0" AGL EXISTING & PROPOSED SOUTH ELEVATIONS A-3.0 PROPOSED SOUTH ELEVATION EXISTING SOUTH ELEVATION EXISTING ANTENNAS TO BE RELOCATED ELEV. 57'-0" AGL TOP OF EXISTING STRUCTURE TO BE REMOVED ELEV. 61'-0" AGL EXISTING ANTENNAS TO BE RELOCATED TO NEW MONOPOLE TOWER EXISTING 61'-0" MONOPOLE TOWER TO BE REMOVED PROPOSED AT&T DELTA 2-BAY EQUIPMENT CABINET, (1) TOTAL PROPOSED AT&T FIBER BOX MOUNTED ON NEW ICE BRIDGE POST PROPOSED AT&T ICE BRIDGE PROPOSED AT&T NEW H-FRAME W/ NEW ELECTRICAL METER W/MAIN SERVICE BREAKER PROPOSED AT&T 247 SF PRIMARY GROUND SPACE PROPOSED AT&T PANEL ANTENNA, (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) PROPOSED AT&T RADIO AHLBA (NOKIA LTE B12/B14), (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) PROPOSED AT&T RADIO AHFIB (NOKIA LTE B25/B66), (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) PROPOSED AT&T SURGE SUPPRESSOR (DC9-48-60-24-8C-EV), (1) TOTAL PROPOSED AT&T SECTOR MOUNT BY VALMONT P/N: VFA10-HD3T4NP, (3) TOTAL, (1) PER SECTOR (TYP. ALL SECTOR) EXISTING DISH TO BE RELOCATED ELEV. 29'-0" AGL EXISTING EQUIPMENT ON EXISTING H-FRAME EXISTING 10'-4" x 10'-4" EQUIPMENT PLATFORM EXISTING COMMNET FIBER CABINET ON PLATFORM TOP OF GRADE ELEV. 0'-0" AGL TOP OF EXISTING LR TO BE REMOVED ELEV. 62'-0" AGL EXISTING CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE TO BE REMOVED EXISTING RELOCATED ANTENNAS ELEV. 57'-0" AGL TOP OF NEW MONOPOLE ELEV. 80'-0" AGL EXISTING RELOCATED DISH ELEV. 29'-0" AGL EXISTING EQUIPMENT ON EXISTING H-FRAME EXISTING 10'-4" x 10'-4" EQUIPMENT PLATFORM EXISTING COMMNET FIBER CABINET ON PLATFORM TOP OF NEW LIGHTNING ROD ELEV. 81'-0" AGL PROPOSED 80'-0" MONOPOLE TOWER ON NEW CONCRETE FOOTING PROPOSED AT&T CHAIN-LINK FENCE (TO MATCH EXISTING) PROPOSED AT&T #6 AWG DC TRUNK CABLES (±65'), (3) TOTAL & PROPOSED AT&T 24-PAIR FIBER TRUNK CABLE (±65') (1) TOTAL W/PROPOSED #8 AWG JUMPERS (±30') PROPOSED COMMNET 15kW STANDBY GENERATOR. SEE 4/A-4.3 INCLUDE CONDUITS FOR POWER AND ETHERNET CABLES. REFER TO E-1.0 FOR CONDUIT AND WIRING SIZE. CONDUIT ROUTE TO BE DETERMINED BY CM IN FIELD ±5'-0"TIP TO TIPPROPOSED COMMNET (2) POWER TRUNK AND (2) FIBER TRUNKS PROPOSED COMMNET ICE BRIDGE EXISTING RELOCATED COMMNET ANTENNAS, (2) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) PROPOSED COMMNET SECTOR MOUNT BY VALMONT P/N: VFA10-RRU3L4NP, (2) TOTAL, (1) PER SECTOR (TYP. ALL SECTORS) EXISTING RELOCATED COMMNET RADIOS, (4) TOTAL, (2) PER SECTOR (TYP. ALL SECTORS) EXISTING RELOCATED COMMNET FTTA BOX, (1) TOTAL. 1- Commnet / -- A Nokia company iffl WESTCHESTER DI SERVICES LLC I l----------$ ~----------➔ I l ------... -----l NTSDELTA 2-BAY EQUIPMENT CABINET (ESOF020-HCV02) REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 A-4.0 EQUIPMENT DETAILS & SPECIFICATIONS 1 E 2 0 02 ayWa k Prod u ct Features CV02 poC bl • Sealed Mui ·-bay Eq i pmen and Power Compartment • Sea led Battery Compartment • Corros ·on Res is an Al u inum enclosure • The rmo -siphor'I HEX cooli1ng •• R6 Thermal nsu a ion Material • Attachment Rails fo r AC oad Cel"lter • ~ear Access I-latches • Opt iona l Dua GPS A enna oun .com L.: od I ra l e; ipm Comp s • fy 2. En 'f'l ronment rd-rty C g 10 ch, wtlhQU1 pnar cd ) ed ) Sup Field Su In I 7 ..o - (877 -335,-3208 o DE ST S S p DE ST S. (0 cc I Commnet A Nokia company iDJ WESTCHESTER w SERVICES LLC 847-277-0080 lhol l@wes le heslerse· ✓ices. cu rn I 2 N_ V0.1 / VB 09062018 I I L--_ ____L__ _ ____J___ ___ -----r-----n'----_ REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 A-4.1 EQUIPMENT DETAILS & SPECIFICATIONS 4 1 MANUFACTURER:NOKIA MODEL:AHLBA MECHANICAL NET WEIGHT:101.4 LBS DIMENSION (LxWxD):28.7"X15.4"X9.5" RADIO AHLBA (OR SIMILAR)NTS BOTTOM VIEWISOMETRIC VIEW 15.4"28.7"3 MANUFACTURER:NOKIA MODEL:AHFIB MECHANICAL NET WEIGHT:66.1 LBS DIMENSION (LxWxD):22.05"X12.13"X5.87" RADIO AHFIB (OR SIMILAR)22.05"12.13"5.87"BOTTOM VIEWFRONT VIEW 5NTS 7 MANUFACTURER:RAYCAP MODEL: CEQ/ANT#: DC9-48-60-24-8C-EV CEQ.21427 # OF CIRCUITS PROTECTED: 9 SURGE PROTECTIVE DEVICE: TYPE 2 MAX. CONTINUOUS OPERATING DC VOLTAGE: ENCLOSURE TYPE: ENCLOSURE DIMS (LxWxH); WEIGHT (SYSTEM): WEIGHT (MOUNT): RAYCAP DC9 OVER VOLTAGE PROTECTOR WITH DOME COVER 60 VDC OUTDOOR NEMA 4X 18.28:X10.24"X31.4" 16 LBS 10.22 LBS DOME SECURING BAND RAYCAP SUPPLIED POLE MOUNTING BRACKET CLIP FOR ATTACHING TO BASE ASSEMBLY (TYP) 1/2"X3-5/8"X5-1/2"X3" U-BOLT (HDG.) CROSSOVER PLATE VALMONT PART # SCX3-K OR APPROVED EQUAL CROSSOVER PLATE POWER CABLE INGRESS PORTS (TYP.) RAYCAP SUPPLIED BASE ASSEMBLY CABLE TIE BAR 1/2"X3-5/8"X5-1/2"X3" U-BOLT (HDG.) SURGE SUPRESSOR - DC9-48-60-24-8C-EV NTS6 DC9 (OVP) REMOTE RADIO UNIT ANTENNA MOUNTING PIPE PIPE CLAMP MOUNTING BRACKET SUPPLIED W/RRU PIPE CLAMP FOR RRU SUPPLIED W/RRU PIPE CLAMP MOUNTING BRACKET NTS 9.5"3/4"=1'-0" (22x34) 3/8"=1'-0" (11x17)2ANTENNA MOUNTING FRAME (VALMONT PART #: VFA10-RRU3L4NP) 2-3/8" ANTENNA MOUNTING PIPES, TYP. 9/16" SLOTTED HOLES FOR EQUIPMENT PIPE, TYP. 5/8" X 2-5/8" X 4-1/2" X 2" U-BOLT (HDG.), TYP. CLAMP HALF 1/2" THICK, 11-5/8" LONG OR 1/2" THICK, 5-3/4" CENTER TO CENTER CLAMP HALF, TYP. 1/2" X 2-1/2" X 4-1/2" X 2" GALV. U-BOLT, TYP. PIVOT PLATE, TYP. MULTI-HOLE TAPER PLATE WELDMENT, TYP. 1/2" X 15" GALV. THREADED ROD, TYP. LEG CONNECTION BACKING BRACKET, TYP. 2-3/8" EQUIPMENT MOUNTING PIPE, TYP.120"MAX.2-3/8" O.D. X 150" SCH 40 GALV. PIPE 10' 3'-2 11/16" TYP.40"MAX. 1/2" THICK, 5-3/4" CENTER TO CENTER CLAMP HALF SLING PIPE TIE BACK PLATE 5/8" X 2-5/8" X 4-1/2" X 2" U-BOLT (HDG.), TYP. 2-3/8" X 126" (2 SCH. 40) GALV. PIPE20° MAX. 20° MAX. ±38"±38"9-5/16" ± 1-1/4"31-9/16""SUPPORT ARM FOR STANDARD DUTY V-FRAME ASSEMBLY 2-3/8" EQUIPMENT MOUNTING PIPE, TYP. STRAIGHT SLOT WELDMENT FOR BCAM ±38" NTS 3/4"=1'-0" (22x34) 3/8"=1'-0" (11x17) MANUFACTURER:COMMSCOPE MODEL:NNH4-65C-R6-V3 CONNECTOR:(12) 4.3-10 FEMALE CONNECTOR POSITION: BOTTOM MECHANICAL WEIGHT:102.5 LBS (W/O MOUNTING) DIMENSIONS (HxWxD):96"X19.6"X7.8" MOUNTING HARDWARE:BSAMNT-3 (INCLUDED W/ ANTENNA) NNH4-65C-R6-V3 ANTENNA (OR SIMILAR) ANTENNA MOUNTING KIT (BSAMNT-3) INCLUDED W/ ANTENNA FRONT VIEW96"SIDE VIEW BOTTOM VIEW 19.6"7.8"# # NOT USED [ L____I-____JI Commnet 1 llllllllllllllllllil Ill DCIN ----. EAC OPT1 OPT2 RET DCIN EAC OPTI OPT2 RET A Nokia company iffl WESTCHESTER DI SERVICES LLC 1 , 1/ I _l 8 I l REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 EQUIPMENT DETAILS & SPECIFICATIONS A-4.2 PER PLAN (6' -0" MAX) CL CL A 1" POSITIVE CROWN C C PROPOSED 3-1/2"Ø OD GALV. PIPE SEE DETAIL D (4) #4 EQ. SPACED A A 1" POSITIVE CROWN 1'-6" DIA. SECTION A-A 1'-6" DIA. H-FRAME DETAIL NOTE: · POSTS TO BE SPACED MIN. 4'-0" O.C. AND MAX 10'-0" O.C. EXISTING H-FRAME SEE ENLARGED UNISTRUT DETAIL METER CABINET 1/2"Ø GALV. STEEL U-BOLTS WITH LOCK WASHERS UNISTRUT METER CABINET 3-1/2" Ø O.D. GALV. PIPE SPRING NUT BOLT 2'-0" MIN.24" UNIVERSAL CANTILEVER WELDMENT 24" WIDE GRIP STRUT SINGLE STACK, 24" ANGLE-BRACKET TRAPEZE KIT CABLE ROUTE MANUFACTURER: MODEL: CEQ/ANT#: RAYCAP DC12-48-60-0-25E-SS CEQ.32407 # OF CIRCUITS PROTECTED: 12 SURGE PROTECTIVE DEVICE: TYPE 2 MAX. CONTINUOUS OPERATING DC VOLTAGE: ENCLOSURE TYPE: ENCLOSURE DIMS (LxWxH); WEIGHT (SYSTEM): 1'-6" DIA. DETAIL D NTS 3 60 VDC TYPE 4 22.0"X20.0"X8.0" 39 LBS 1'-6" DIA. SECTION B-B B B #3 TIES @ 18" MIN. A PROPOSED 3-1/2"Ø OD GALV. PIPE SECTION C-C PROPOSED 3-1/2"Ø OD GALV. PIPE PROPOSED 1/2" U-BOLT, A307 OR BETTER PROPOSED P2800-50 U-SHAPE FITTING (TYP. OF 2 PER U-BOLT) UNISTRUT SPRING NUT (MIN. OF 4 PLACES) PROPOSED 1/2" HEX NUT PROPOSED 1"Ø x 1/8" WASHER PROPOSED UNISTRUT UNISTRUT HEX HEAD CAP SCREW & NUT (TYP) PROPOSED EQUIPMENT PER PLAN PROPOSED 1/2"Ø GALV "U" BOLT WITH WASHER & NUT PROPOSED 3-1/2"Ø OD GALV. PIPE PROPOSED 1-5/8"x1-5/8" UNISTRUT (P1000T) ENLARGED UNISTRUT DETAIL FINISHED GRADE 2'-0" METER CABINET TO H-FRAME 5 CONCRETE EQUIPMENT PAD 3" CLR. PLAN 12"A #4 REBAR EACH WAY AT 1'-0" O.C.UNDISTURBED SOIL SECTION A-A NTS 1 PER PLAN PER PLAN NTS 6 ICE BRIDGE DETAIL A EQUIPMENT PER PLAN 6" THICK CONCRETE SLAB (f 'c = 2500 PSI @ 28 DAYS) 3/4" CHAMFER, TYP. 1"=1'-0" (22x34) 1/2"=1'-0" (11x17)4 DC12-48-60-25E-SS (OR SIMILAR)NTS 2 (4) 1/2"Ø HILTI KWIK BOLT TZ STAINLESS STEEL (TYPE 316) ANCHOR WITH 3-1/4" EMBEDMENT IN CONCRETE. ICC ESR-1917 (SPECIAL INSPECTION REQUIRED- TORQUE TEST 40FT-LBS) EXISTING COMPOUND SURFACE FINISHED GRADE4'-0"6-0"6"6"1-5/8"4'-0"6'-0"PER PLAN3"CLR.10'-0"MAX.4'-0"6" MIN.4'-0"20"2" 4"3"COVER22.0"8.0"2 0 . 0 " NTS 10'-0" O.C. (MAX.)3'-0"1'-0"3'-0"1'-0" FENCE DETAILSMATCH EXISTING FENCE HEIGHT6"SCARIFY THE UPPER 6" AND RE-COMPACT TO 90% RELATIVE COMPACTION PER ASTM D1557 ;---2" STANCARD ; CAUCE PIPE 1 5" s-MJD AR D GAUGE PIPE 3/S-STEEL TRUSS ROD TYP F 1~1SH GRADE --------r----7-----~------~-----r -i---------r 1 1 1 : : 1 I I I I I I I I I I I I --1--------1------1-1 ~----~----~-----I I t-----------1 T I I I I I I I I I I I I I l-----------~--t--~----~-----1------1-----t I I I I I I I I I I I I ____ 1------~-----+ +-----------r--t--r----1 1 : : I I I I I I I I 1-----------L--+--L ____ J__ ----4-----~ f // ", ',, ',, .:,_ //// ------~ ~~--=---=i I DC Trunk (In) Jum pers A larm/ (Out) Grou nd DC (Out) DC Tru nk (In) Alarm/ Grou nd I ~------i. I I Commnet A Nokia company WESTCHESTER SERVICES LLC I I REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 EQUIPMENT DETAILS & SPECIFICATIONS A-4.3 RESTORE SURFACE MATERIAL TO ORIGINAL CONDITION AFTER INSTALLATION OF UTILITIES; GRADE SURFACE TO LEVEL UNDISTURBED SOIL BACKFILL EARTH TO 90% RELATIVE COMPACTION PER ASTM D1557 UTILITY WARNING TAPE ENTIRE LENGTH OF CONDUIT RUN BACKFILL (SAND OR NATIVE SOIL W/ SAND EQUIVALENT GREATER THAN 30) COMPACT TO 90% RELATIVE COMPACTION PER ASTM D1557 1" PVC SCH 40 FIBER CONDUIT WHERE APPLICABLE (OR PVC SIZING AS REQ'D PER CABLE SIZE) 5-1/2" 1" 5-1/2" FIBER TRENCH NTS 3 RESTORE SURFACE MATERIAL TO ORIGINAL CONDITION AFTER INSTALLATION OF UTILITIES; GRADE SURFACE TO LEVEL UNDISTURBED SOIL BACKFILL EARTH TO 90% RELATIVE COMPACTION PER ASTM D1557 UTILITY WARNING TAPE ENTIRE LENGTH OF CONDUIT RUN BACKFILL (SAND OR NATIVE SOIL W/ SAND EQUIVALENT GREATER THAN 30) COMPACT TO 90% RELATIVE COMPACTION PER ASTM D1557 3" PVC SCH 40 ELECTRICAL CONDUIT WHERE APPLICABLE (OR PVC SIZING AS REQ'D PER POWER PROVIDER DESIGN) 4-1/2" 3" 4-1/2" POWER TRENCH RESTORE SURFACE MATERIAL TO ORIGINAL CONDITION AFTER INSTALLATION OF UTILITIES; GRADE SURFACE TO LEVEL UNDISTURBED SOIL BACKFILL EARTH TO 90% RELATIVE COMPACTION PER ASTM D1557 UTILITY WARNING TAPE ENTIRE LENGTH OF CONDUIT RUN BACKFILL (SAND OR NATIVE SOIL W/ SAND EQUIVALENT GREATER THAN 30) COMPACT TO 90% RELATIVE COMPACTION PER ASTM D1557 1" PVC SCH 40 FIBER CONDUIT WHERE APPLICABLE (OR PVC SIZING AS REQ'D PER CABLE SIZE) 2" 3" DUAL UTILITY TRENCH 1'-1" 1" NTS 1 3" 3" PVC SCH 40 ELECTRICAL CONDUIT WHERE APPLICABLE (OR PVC SIZING AS REQ'D PER POWER PROVIDER DESIGN) NTS 2 3"3'-0" MIN.4"1'-0"3"4"1'-0"3'-0" MIN.4"3"1'-0"2'-0" MIN.ENGINE EXHAUST HOT AIR EXHAUST (FOUR SIDES) GUARDED EMERGENCY STOP SWITCH GUARDED LOCKING HANDLE TOP REMOVABLE DOOR SERVICE ACCESS REMOVABLE DOOR (54 GALLONS DIESEL TANK DOUBLE WALL-UL142) SIDE VIEWFRONT VIEWTOP VIEW COLD AIR INLET, FRONT DOOR MANUFACTURER: POLAR POWER INC. GENERATOR MODEL: YANMAR 3TNV88 ENCLOSURE MODEL: 88-25-0603 GENSET:UL 2200 LISTED DIESEL TANK:DOUBLE WALL - UL 142 ENGINE HP:24 HP CABINET DIMENSIONS: HEIGHT: 72" WIDTH:32" DEPTH:50" OPERATING TEMPERATURE RANGE: -40°F TO 162°F FUEL DIESEL TANK UL 142 SIZE:54 GALLONS DC GENERATOR WEIGHT (EMPTY TANK): 1,248 LBS 50"29.62" 31.00" 49.16"71.84"76.41"NTS 4 POLAR DIESEL 15kW -48 VDC GENERATOR (8220-603-D-15-03) NTS 5FENCE DETAIL Commnet A Nokia company iffl WESTCHESTER DI SERVICES LLC I l a=====[ 0 REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 EQUIPMENT DETAILS & SPECIFICATIONS A-4.4 COMMNET EQUIPMENT DETAILS & SPECIFICATIONS MANUFACTURER:ZTE MODEL:ZXSDR - R8882 (2*60W) MECHANICAL NET WEIGHT:23 KG - 50.7 LBS DIMENSION (LxWxD):18.9"X12.6"X5.1" (480*320*150 mm) 3/4"=1'-0" (22x34) 3/8"=1'-0" (11x17)1ANTENNA MOUNTING FRAME (VALMONT PART #: VFA10-RRU3L4NP) 2-3/8" ANTENNA MOUNTING PIPES, TYP. 9/16" SLOTTED HOLES FOR EQUIPMENT PIPE, TYP. 5/8" X 2-5/8" X 4-1/2" X 2" U-BOLT (HDG.), TYP. CLAMP HALF 1/2" THICK, 11-5/8" LONG OR 1/2" THICK, 5-3/4" CENTER TO CENTER CLAMP HALF, TYP. 1/2" X 2-1/2" X 4-1/2" X 2" GALV. U-BOLT, TYP. PIVOT PLATE, TYP. MULTI-HOLE TAPER PLATE WELDMENT, TYP. 1/2" X 15" GALV. THREADED ROD, TYP. LEG CONNECTION BACKING BRACKET, TYP. 2-3/8" EQUIPMENT MOUNTING PIPE, TYP.120"MAX.2-3/8" O.D. X 150" SCH 40 GALV. PIPE 10' 3'-2 11/16" TYP.40"MAX. 1/2" THICK, 5-3/4" CENTER TO CENTER CLAMP HALF SLING PIPE TIE BACK PLATE 5/8" X 2-5/8" X 4-1/2" X 2" U-BOLT (HDG.), TYP. 2-3/8" X 126" (2 SCH. 40) GALV. PIPE20° MAX. 20° MAX. ±38"±38"9-5/16" ± 1-1/4"31-9/16""SUPPORT ARM FOR STANDARD DUTY V-FRAME ASSEMBLY 2-3/8" EQUIPMENT MOUNTING PIPE, TYP. STRAIGHT SLOT WELDMENT FOR BCAM ±38" NTSRADIO ZTE ZXSDR R8882NTS MANUFACTURER:ZTE MODEL:ZXSDR - R8882 (2*40W) MECHANICAL NET WEIGHT:20 KG - 44.09 LBS DIMENSION (LxWxD):14.96"X12.6"X5.51" (380*320*140 mm) ANDREW ADFD1820-9090B-XDM ANTENNA 23 ADFD l 8 20-9090B-XDM DualPol® Quad Antenna, 1710-2180 MHz, 90 ° horizontal beamwidth, RET compatible variable electrical tilt • Two Dua l Po l® a nte n nas und er on e r adom e • Ea ch antenna is independently capable of fie ld adjustable e lectrical tilt • Ful ly compatible with Andrew Teleti lt® remote control system Electri cal Spec i fications Frequency Band, MHz Ga in, dBi Beamwidth, Ho ri zontal, degrees Beamwidth, Ve 1t ica l, degrees Beam Tilt , deg rees USLS, typical, dB Front-to-Back Ratio at 180°, dB iso lation, dB VSW I etum Loss, dB Pl M, 3rd Order, 2 x 20 W, dBc lnput Power pe r Port, maximum, watts Polarization Impedan ce Li !l htni no Protection Mechan i ca l Specific ations Color I Radome Materia l Connecto r I n erface I Location I Qu antity Wind Loading, maximum Wind Speed, ma ximum Dimeruions e pth ength Width et Weight 1710-1680 16.2 84 7.5 0-8 15 33 30 t.5:1 I 14.o -150 2 50 ±45° 50ohm de Ground Off-wh ite I ABS, UV resistant 7-16 DIN female I Bottom I 4 560.5 100 mp h 126.0 lbf@ 100 mph 241.4 km/h I 150.0 mph 115.0 mm I 4.5 in 1313.00 mm I 51.69 in 306.80 mm I 12.08 in 10.00 kg I 2 .0 5 lb 1/ 1850-1990 16.4 88 6.5 0-8 15 33 30 1.5:1 I 14.o -150 2 50 ±45° 50 ohm de Ground 1920-2180 16.5 90 6 .5 0-8 15 30 30 1.5 :1 I 14.o -150 250 :!::45° 50ohm de Ground a: Font vi e b:S"de view c: 8o om Commnet A Nokia company iffl WESTCHESTER DI SERVICES LLC [ l ----------------.--------.---11 __ ] REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 1N.T.S. SCALEAT&T 1-LINE DIAGRAM AT&T 1-LINE DIAGRAM E-1.0 NEW UTILITY H-FRAME NEW AT&T 200 AMP NEMA 3R RATED OUTDOOR ELECTRIC DISTRIBUTION CABINET NEW AT&T OUTDOOR GFCI OUTLET EXISTING UTILITY POLE W/ TRANSFORMER NEW AT&T DELTA 2-BAY CABINET (WUC) 18KW NETSURE 5100 (MODEL 582137100- INSTALLED & PRE-WIRED BY MANUFACTURER) NEW 2-1/2"∅ LIQUIDTIGHT FLEXIBLE OUTDOOR CONDUIT NEW 3"Ø TO 2-1/2"Ø REDUCER WATER PROOF CONDUIT FITTING NEW AT&T ELECTRICAL SERVICE METER - (120/240V, 1PH, 3W, 200 AMP, NEMA 3R) NEW AT&T 200 AMP MAIN SERVICE BREAKER TRANSITION FROM PVC CONDUIT TO RIGID GALVANIZED STEEL (RGS) CONDUIT FOR ABOVE GROUND CONDUIT (EXCEPT WHERE NOTED) NEW 3"Ø PVC SCH 40 POWER CONDUIT (CONDUIT BY GC/ TERMINATION AT POLE BY POWER COMPANY) REAR NEW AT&T CONCRETE EQUIPMENT SLAB NEW 3"Ø PVC SCH 40-(2) #350 KCMIL, (1) #1/0 GROUND, COPPER THHN/THWN-2 NEW 1"Ø PVC SCH 40-FOR ALARM ETHERNET CABLES NEW RISER PROPOSED COMMNET 15kW STANDBY GENERATOR. INCLUDE CONDUITS FOR POWER AND ETHERNET CABLES. CONDUIT ROUTE TO BE DETERMINED BY CM IN FIELD NEW 3"∅ PVC SCH 40 POWER CONDUIT-(3) #3/0, (1) #6 GROUND, COPPER THHN/THWN-2 UP TO 150' MAX LENGTH NEW AT&T GENERATOR RECEPTACLE Commnet A Nokia company iffl WESTCHESTER DI SERVICES LLC 0 I l I l REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 13/8"=1'-0" (11x17) SCALE: (OR) 3/4"=1'-0" (22x34)1'6"3"0PROPOSED AT&T EQUIPMENT GROUNDING PLAN PROPOSED AT&T ANTENNA GROUNDING PLAN21/4"=1'-0" (11x17) SCALE: (OR) 1/2"=1'-0" (22x34)2'1'6"0 NORTH NORTH NEW MECHANICAL CONNECTION, TYP. NEW #2 AWG THHN INSULATED GREEN STRANDED COPPER WIRE TO TOP MONOPOLE BUS BAR, TYP. NEW (2EA) CAD WELDS AT GROUND BAR AT&T EQUIPMENT & ANTENNA GROUNDING PLANS G-1.0 NEW #2 AWG THHN INSULATED GREEN STRANDED COPPER WIRE, TYP. NEW ANTENNA BUS BAR W/ INSULATORS, TYP. NEW MECHANICAL CONNECTION, TYP. NEW #2 AWG THHN INSULATED GREEN STRANDED COPPER WIRE TO BOTTOM MONOPOLE GROUND BAR, TYP. 9 G-2.0 NEW GROUND ROD WITH TEST WELL, TYP. NEW GROUND ROD (SPACED 10'-0" MIN.), TYP. NEW #2 TINNED CADWELDED TO GROUND RING 4 G-2.0 6 G-2.0 5 G-2.0 NEW EQUIPMENT BUS BAR ON INSULATORS, TYP. NEW CADWELD CONNECTION, TYP. NEW #2 AWG BTCW EQUIPMENT GROUND RING NEW #2 STRANDED CABINET TO GROUND BAR WITH 3/4"Ø NON-METALLIC SEAL TIGHT -- /' \ \// /';, \/; << . ' ' "~ ' " »' ., ·,, Commnet A Nokia company WESTCHESTER SERVICES LLC ~=1 1l_==--===--~---==----==:~· REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 13/8"=1'-0" (11x17) SCALE: (OR) 3/4"=1'-0" (22x34)1'6"3"0PROPOSED COMMNET EQUIPMENT GROUNDING PLAN PROPOSED COMMNET ANTENNA GROUNDING PLAN21/4"=1'-0" (11x17) SCALE: (OR) 1/2"=1'-0" (22x34)2'1'6"0 NORTH NORTH COMMNET EQUIPMENT & ANTENNA GROUNDING PLANS G-1.1 NEW #2 AWG THHN INSULATED GREEN STRANDED COPPER WIRE, TYP. NEW ANTENNA BUS BAR W/ INSULATORS, TYP. NEW MECHANICAL CONNECTION, TYP. NEW #2 AWG THHN INSULATED GREEN STRANDED COPPER WIRE TO BOTTOM MONOPOLE GROUND BAR, TYP. 9 G-2.0 NEW GROUND ROD WITH TEST WELL, TYP. NEW GROUND ROD (SPACED 10'-0" MIN.), TYP. NEW #2 TINNED CADWELDED TO GROUND RING 4 G-2.0 5 G-2.0 NEW CADWELD CONNECTION, TYP. EXISTING #2 AWG BTCW EQUIPMENT GROUND RING NEW #2 AWG THHN INSULATED GREEN STRANDED COPPER WIRE TO TOP MONOPOLE BUS BAR, TYP. / )/// / / G) \ G' / / / / / / Commnet ~~ A Nokia company r WESTCHESTER SERVICES LLC l -r-, ; .,.......--· u ,J I " {z\ ~I. I J. •.• .· .··. ·.···.(ii.>'.\ ... / ~ ··•·· ,-;:· lr-;::::::=..-========-----==::_J r l I l REVISIONS DATEREV.INITIALSDESCRIPTION 0 05/11/20 RA SHEET NUMBER SHEET TITLE FIRSTNET SUNLIGHT MOUNTAIN RESORT COL04448A 11101 CO RD 117 GLENWOOD SPRINGS, CO 81601 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.PERMIT/CONSTRUCTION Connecting Rural America "I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME AND UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF COLORADO" 5015 SHOREHAM PLACE, SUITE 150 SAN DIEGO, CA 92122 www.sacw.com TM 604 FOX GLEN BARRINGTON, IL 60010 TELEPHONE: 847.277.0070 FAX : 847.277.0080 ae@westchesterservices.com THOMAS HOLT ENGINEER DATED: 02/08/21 EXP. DATE: 10/31/21 1 11/10/20 YHPERMIT/CONSTRUCTION 2 02/08/21 YHPERMIT/CONSTRUCTION COLO R A DO LICE N S EDPROF E SSIONA L E N G INEER5 THOMASA L E XAN D E RHOLT7339 1N.T.S. SCALEGENERAL GROUNDING NOTES GROUNDING LEGEND COPPER GROUND ROD TEST WELL GROUND BAR CADWELD CONNECTION MECHANICAL CONNECTION FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM 2N.T.S. SCALE GROUNDING WIRE NOT USED 7 36" MIN.24"NEW LOOP GROUND RING IN WELL 18'' (MIN) FOR TESTING PURPOSES NEW GROUND ACCESS WELL HARGER #360PS (OR EQUAL) NEW GROUND RING PER PLAN NEW GROUND ROD PER PLAN NEW CADWELD TYPE "GY" MOLD NEW GALV. STEEL WELL COVER HARGER #10PS (OR EQUAL) FINISHED GRADE TEST WELL NTS #NOT USED 8 GROUND BAR DETAIL4"12" STAINLESS STEEL MOUNTING BRACKETS BOLTED DIRECTLY TO TOWER 2-HOLE, LONG BARREL, COMPRESSION LUGS, #2 INSULATED GREEN STRANDED COPPER WIRE (THOMAS AND BETTIS SERIES OR APPROVED EQUAL) W/18-8 STAINLESS STEEL BOLTS, NUTS, AND WASHERS (TYPICAL) SUPPLIED AND INSTALLED BY CONTRACTOR #2 AWG THHN INSULATED GREEN STRANDED COPPER WIRE CONDUCTOR DOWNLEAD SECURED WITH TWO HOLE COMPRESSION LUG TO GROUND BAR AT BASE OF TOWER GROUND WIRES FROM SECTOR FRAMES. ONE (1) PER INTEGRAL GROUND BAR ON EACH SECTOR FRAME NTS NUMBER #2 AWG INSULATED GREEN STRANDED COPPER WIRE INSULATOR, (TYP. OF 2) GROUNDING NOTES & DETAILS G-2.0 NTSEQUIPMENT GROUND BAR GROUND RING GRADE NEW #2 AWG TINNED COPPER WIRE TO GROUND RING. ENCASE GROUND WIRE IN NON-METALIC LIQUID-TIGHT CONDUIT WITH SILICONE SEALANT #2 SOLID CADWELDED TO GROUND BAR ANTENNA GROUND BAR (CIGBE) INSULATOR (TYP. OF 2) 3/8" GALV. U-BOLT W/ WASHER & NUT (TYP.) PIPE COLUMN NTSNTSMONOPOLE GROUND DETAIL GROUND RING ANTENNA GROUND BAR (CIGBE) GRADE MONOPOLE INSULATOR (TYP. OF 2) 3/8" SS ANGLE ADAPTER (TYP. OF 2) MONOPOLE CABLE PORT NEW #2 AWG TINNED COPPER WIRE TO GROUND RING. ENCASE GROUND WIRE IN NON-METALIC LIQUID-TIGHT CONDUIT WITH SILICONE SEALANT 2EA CADWELD ON GND BAR 36 NEW 5/8"Øx10'-0" COPPER, OR COPPER CLAD STEEL GROUND ROD AT 10'-0" O.C. (MIN), TYP. NEW EXOTHERMIC CADWELD TYPE "GTC-161T" MOLD NEW GROUND WIRE PER PLAN FINISHED GRADE NEW #2 AWG SOLID TINNED COPPER GROUND RING36" MIN.GROUND ROD NTS # 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS, FOLLOW ANTENNA AND BTS MANUFACTURES PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELDS AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. GROUND TEST MUST PASS LESS THAN 5 OHMS AND SUBMIT IN CLOSEOUT PACKAGE. 5. CONTRACTOR TO ABIDE BY ALL AT&T SAFETY STANDARDS DURING SITE CONSTRUCTION. 6. CONTRACTOR SHALL REFER TO AT&T STANDARDS FOR GROUNDING CONNECTIONS & INSTALLATION METHODS. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. GROUNDING ROD NOTES (WHERE APPLICABLE) 9. ELECTRICAL CONTRACTOR SHALL PERFORM AND PROVIDE THE GROUND RESISTANCE TESTING WITH AN APPROVED EQUIPMENT DEVICE THAT HAS A CURRENT CALIBRATION. TEST RESULTS SHALL NOT EXCEED 5 OHMS. 0 □ ---/1;1,, ~ I:::'.:= I i ll lri ... lr'i lr'i l Ii i Ii i I 11 Ill Ill 1111 111 1111 -I I II-I I~-, Commnet A Nokia company iffl WESTCHESTER DI SERVICES LLC I l 1-----------.+-------------r-------rt----------c=r-i[ __ ]