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HomeMy WebLinkAbout3.00 Site PlansT-1TITLE SHEETLHB JLFAERIAL MAP:NORTHAPPROVALS:SITE ADDRESS:1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYSITE COORDINATES:LATITUDE: 39° 24' 26.19"N (39.407274°N)LONGITUDE: 107° 21' 01.27"W (107.350353°W)PARCEL OWNER:TERRY, MALCOLM ROSS & THERESA MARIEPARCEL NUMBER:239532100147APPLICANTVERTICAL BRIDGE DEVELOPMENT, LLC750 PARK OF COMMERCE DRIVEBOCA RATON, FL 33487PHONE: (561) 948-6367A&E FIRMRAMAKER & ASSOCIATES, INC.855 COMMUNITY DRIVESAUK CITY, WI 53583CONTACT: ADAM SINDERMANNEMAIL: ASINDERMANN@RAMAKER.COMPHONE: (608) 643-4100FIBER PROVIDERTBDELECTRIC PROVIDERHOLY CROSS ENERGY3799 HWY 82, PO BOX 2150GLENWOOD SPRINGS, CO 81602CONTACT: CURT HANSONPHONE: (970) 947-5528VICINITY MAP:NORTHPROJECT INFORMATION:NORTHKnow what'sbelow.before you dig.CallRCODE COMPLIANCE:ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITHTHE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMITWORK NOT CONFORMING TO THESE CODES.1. 2015 INTERNATIONAL BUILDING CODE2. INTERNATIONAL MECHANICAL CODE3. ANSI/TIA-222 STRUCTURAL STANDARD4. NFPA 780 - LIGHTNING PROTECTION CODE5. NATIONAL ELECTRICAL CODECONSTRUCTION MANAGER:LANDLORD:SHEET INDEXSHEET NUMBERSHEET DESCRIPTIONT-1COVER SHEETN-1COMPOUND NOTESN-2COMPOUND NOTESN-3COMPOUND NOTESC-1OVERALL SITE PLANC-2COMPOUND SITE & GRADING PLANC-2.1 PROPOSED SITE PLANC-2.2TYPICAL SECTIONSC-3TT-MOBILE EQUIPMENT PLANA-1TCOMPOUND TOWER ELEVATION AND T-MOBILE ANTENNA LAYOUTA-2TT-MOBILE ANTENNA AND LINE SCHEDULEA-3TT-MOBILE ANTENNA EQUIPMENT AND COAX DETAILSA-4TT-MOBILE EQUIPMENT AND COAX DETAILSA-5TT-MOBILE EQUIPMENT DETAILSA-6TT-MOBILE ICE BRIDGE AND EQUIPMENT DETAILSA-7COMPOUND SITE DETAILSA-8COMPOUND SITE DETAILSS-1TT-MOBILE ANTENNA SECTOR FRAME DETAILSE-1COMPOUND UTILITY PLANE-2COMPOUND UTILITY PLANE-3TT-MOBILE UTILITY PLANE-4TT-MOBILE EQUIPMENT UTILITY PLANE-5TT-MOBILE UTILITY RISER AND POWER BOARD SCHEDULEE-6COMPOUND UTILITY DETAILSE-7COMPOUND GROUNDING PLANE-8TTYPICAL T-MOBILE GROUNDING RISERE-9TTYPICAL T-MOBILE EQUIPMENT GROUNDING ELEVATIONE-10COMPOUND GROUNDING DETAILSE-11COMPOUND GROUNDING DETAILSThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSDN01948B / SUNLIGHT SKI RESORTSCOPE OF WORK:·PROPOSED VERTICAL BRIDGE 35'x50' TOWER COMPOUND W/ ACCESS GATE·PROPOSED VERTICAL BRIDGE GRAVEL ACCESS DRIVE·PROPOSED VERTICAL BRIDGE 70' MONOPOLE TOWER (DESIGN BY OTHERS)·PROPOSED VERTICAL BRIDGE UTILITY H-FRAME W/ 4-GANG METER BANK·PROPOSED 12'x20' CONCRETE PAD WITH FULL WAVE CANOPY·(2) PROPOSED EQUIPMENT CABINETS·(1) PROPOSED GENERATOR·(3) PROPOSED PANEL ANTENNAS MOUNTED ON PROPOSED ANTENNA PLATFORM·(6) PROPOSED RRHs·(1) PROPOSED TOP OF TOWER RAYCAP·(1) PROPOSED PPC CABINET·(1) PROPOSED JUNCTION BOX·(1) PROPOSED HOFFMAN BOXPROJECT: NEW SITE BUILDSITE NAME: SUNLIGHT SKI RESORTSITE NUMBER: US-CO-5086SITE ADDRESS: 1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601SITE TYPE: 70'-0" MONOPOLE TOWERDRIVING DIRECTIONS:STARTING FROM: DENVER INTERNATIONAL AIRPORT (8500 PENA BLVD, DENVER, CO 80249)CONTINUE ON PENA BLVD. FOLLOW I-70 W TO CO-82 IN GLENWOOD SPRINGS. TAKE EXIT 116FROM I-70 W. TAKE 4 MILE RD TO YOUR DESTINATION. This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSGENERALTHE CONSTRUCTION DOCUMENT DRAWINGS ARE INTERRELATED. WHENPERFORMING THE WORK, EACH CONTRACTOR MUST REFER TO ALLDRAWINGS. COORDINATION IS THE RESPONSIBILITY OF THE GENERALCONTRACTOR.DIVISION 1: GENERAL REQUIREMENTSSECTION 01700 - PROJECT CLOSEOUTPART 1 - GENERAL1. OBTAIN AND SUBMIT RELEASES ENABLING THE OWNER UNRESTRICTEDUSE OF THE WORK AND ACCESS TO SERVICES AND UTILITIES; INCLUDEOCCUPANCY PERMITS, OPERATING CERTIFICATES AND SIMILARRELEASES2. SUBMIT RECORD DRAWINGS, DAMAGE OR SETTLEMENT SURVEY,PROPERTY SURVEY, AND ACCESS TO SERVICES AND UTILITIES;INCLUDE OCCUPANCY PERMITS, OPERATING3. COMPLETE FINAL CLEAN UP REQUIREMENTS, INCLUDING TOUCH-UPPAINTING. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARREDEXPOSED FINISHES.PART 2 - FINAL CLEANING1. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFOREREQUESTING INSPECTION FOR CERTIFICATION OF COMPLETION. A. CLEAN THE PROJECT SITE, YARD AND GROUNDS, IN AREASDISTURBED BY CONSTRUCTION ACTIVITIES, INCLUDING LANDSCAPEDEVELOPMENT AREAS, OF RUBBISH, WASTE MATERIALS, LITTERAND FOREIGN SUBSTANCES. SWEEP PAVED AREAS BROOM CLEAN.REMOVE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGNDEPOSITS. RAKE GROUNDS THAT ARE NEITHER PLANTED NORPAVED, TO A SMOOTH EVEN-TEXTURED SURFACE. B. REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY ANDSURPLUS MATERIAL FROM THE SITE. C. REMOVE SNOW AND ICE TO PROVIDE SAFE ACCESS TO THE SITEAND EQUIPMENT ENCLOSURE. D. CLEAN EXPOSED EXTERIOR AND INTERIOR HARD-SURFACEDFINISHES TO A DIRT FREE CONDITION, FREE OF STAINS, FILMS ANDSIMILAR FOREIGN SUBSTANCES. AVOID DISTURBING NATURALWEATHERING OF EXTERIOR SURFACES. E. REMOVE DEBRIS FROM LIMITED ACCESS SPACES, INCLUDINGROOFS, EQUIPMENT ENCLOSURE, MANHOLES, AND SIMILARSPACES. F. REMOVE LABELS THAT ARE NOT PERMANENT LABELS. G. TOUCH-UP AND OTHERWISE REPAIR AND RESTORE MARREDEXPOSED FINISHES AND SURFACES. REPLACE FINISHES ANDSURFACES THAT CAN NOT BE SATISFACTORILY REPAIRED ORRESTORED, OR THAT SHOW EVIDENCE OF REPAIR ORRESTORATION. DO NOT PAINT OVER "UL" AND SIMILAR LABELS,INCLUDING ELECTRICAL NAME PLATES. H. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY.DIVISION 2: SITE WORKSECTION 02200 - EARTHWORK AND DRAINAGEPART 1 - GENERAL1. WORK INCLUDED: SEE SITE PLAN.2. DESCRIPTIONSLEASE AREA, AND IF APPLICABLE ACCESS DRIVE / TURNAROUND AREA,AND UNDERGROUND UTILITY EASEMENTS ARE TO BE CONSTRUCTEDTO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACEFOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCEPERSONNEL ACCESS.3. QUALITY ASSURANCEA. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS (AS NEEDED).B. APPLY AND MAINTAIN GRASS SEED AS RECOMMENDED BY THESEED PRODUCER (IF REQUIRED).C. PLACE AND MAINTAIN VEGETATION LANDSCAPING, IF INCLUDEDWITHIN THE CONTRACT, RECOMMENDED BY NURSERY INDUSTRYSTANDARDS.4. SEQUENCINGA. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TOANY CONSTRUCTION.B. COMPLETELY GRUB THE ACCESS DRIVE W/ TURNAROUND,UNDERGROUND UTILITY EASEMENTS, (IF APPLICABLE) AND LEASEAREA PRIOR TO FOUNDATION CONSTRUCTION, PLACEMENT OFBACKFILL AND SUB-BASE MATERIAL.C. CONSTRUCT TEMPORARY CONSTRUCTION AREA ALONG ACCESSDRIVE. D. BRING THE LEASE AREA AND ACCESS DRIVE W/ TURNAROUND TOBASE COURSE ELEVATION PRIOR TO INSTALLING FOUNDATION. E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. F. GRADE, SEED, FERTILIZE, AND MULCH ALL AREAS DISTURBED BYCONSTRUCTION (INCLUDING UNDERGROUND UTILITY EASEMENTS)IMMEDIATELY AFTER BRINGING LEASE AREA AND ACCESS DRIVE W/TURNAROUND TO BASE COURSE ELEVATION, WATER TO ENSUREGROWTH. G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO ANAUTHORIZED AREA OR AS DIRECTED BY PROJECT MANAGER. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZERTO STONE SURFACES.PART 2 - PRODUCTS1. MATERIALS A. SOIL STERILIZER SHALL BE EPA-REGISTERED, PRE-EMERGENCELIQUID:TOTAL KILL (PRODUCT 910) - EPA 10292-7 PHASAR CORPORATION P.O. BOX 5123 DEARBORN, MI 48128 (313) 563-8000AMBUSH HERBICIDE - EPA REGISTEREDFRAMAR INDUSTRIAL PRODUCTS 1435 MORRIS AVE. UNION, NJ 07083 (800) 526-4924 B. ROAD AND SITE MATERIALS SHALL CONFORM TO DOTSPECIFICATIONS FILL MATERIAL (UNLESS OTHERWISE NOTED) -ACCEPTABLE SELECT FILL SHALL STANDARD SPECIFICATIONS... BEIN ACCORDANCE WITH STATE DEPARTMENT OF HIGHWAY ANDTRANSPORTATION. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X. PART 3 - EXECUTION1. INSPECTIONSLOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48HOURS IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISESPECIFIED BY JURISDICTION.2. PREPARATION A. CLEAR TREES, BRUSH AND DEBRIS FROM LEASE AREA, ACCESSDRIVE W/ TURN-AROUND AND UNDER GROUND UTILITY EASEMENTSAS REQUIRED FOR CONSTRUCTION. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION, GRUB ORGANICMATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW GRADE. C. UNLESS OTHERWISE INSTRUCTED BY CARRIER, TRANSPORT ALLREMOVED TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO ANAUTHORIZED LANDFILL. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THEAREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL ORBASE MATERIAL.3. INSTALLATION A. GRADE OR FILL THE LEASE AREA AND ACCESS DRIVEW/TURNAROUND AS REQUIRED IN ORDER THAT UPON DISTRIBUTIONOF SPOILS, RESULTING FROM EXCAVATIONS, THE RESULTINGGRADE WILL CORRESPOND WITH SAID SUB-BASE COURSE.ELEVATIONS ARE TO BE CALCULATED FROM BENCHMARK, FINISHEDGRADES, OR INDICATED SLOPES. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREADBEYOND THE LIMITS OF PROJECT AREA UNLESS AUTHORIZED BYPROJECT MANAGER AND AGREED TO BY LANDOWNER. C. BRING THE ACCESS DRIVE W/ TURNAROUND TO BASE COURSEELEVATION TO FACILITATE CONSTRUCTION AND OBSERVATIONDURING CONSTRUCTION OF THE SITE. D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT SHALL INCLUDE GRADING, BANKING, AND DITCHING,UNLESS OTHERWISE INDICATED. F. WHEN IMPROVING AN EXISTING ACCESS DRIVE, GRADE THEEXISTING DRIVE TO REMOVE ANY ORGANIC MATTER AND SMOOTHTHE SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN SIX (6) INCH MAXIMUM LIFTS, ANDCOMPACT BEFORE PLACING NEXT LIFT. H. THE TOP SURFACE COURSE SHALL EXTEND A MINIMUM OF ONE (1)FOOT BEYOND THE SITE FENCE (UNLESS OTHERWISE NOTED) ANDSHALL COVER THE AREA AS INDICATED. I. APPLY RIPRAP TO THE SIDE SLOPES OF ALL FENCED SITE AREAS,PARKING AREAS, AND ALL OTHER SLOPES GREATER THAN 2:1. J. APPLY RIPRAP TO THE SIDES OF DITCHES OR DRAINAGE SWALES. K. RIPRAP ENTIRE DITCH FOR SIX (6) FEET IN ALL DIRECTIONS ATCULVERT OPENINGS. L. APPLY SEED, FERTILIZER, AND STRAW COVER TO ALL OTHER DISTURBED AREAS, DITCHES, AND DRAINAGE SWALES, NOTOTHERWISE RIP RAPPED. M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR CULVERTSBE PLACED SO THAT THEY DIRECT WATER TOWARDS, OR PERMITSTANDING WATER IMMEDIATELY ADJACENT TO COMPOUND. IFDESIGNS OR ELEVATIONS ARE IN CONFLICT WITH THIS, ADVISECONSTRUCTION MANAGER IMMEDIATELY. N. IN DITCHES WITH SLOPES GREATER THAN 10%, MOUNDDIVERSIONARY HEADWALLS IN THE DITCH AT CULVERTENTRANCES. POSITION THE HEADWALL AT AN ANGLE NO GREATERTHAT 60° OFF THE DITCH LINE. RIPRAP THE UPSTREAM SIDE OFTHE HEADWALL AS WELL AS THE DITCH FOR SIX (6) FEET ABOVETHE CULVERT ENTRANCE. O. APPLY SEED AND FERTILIZER TO SURFACE CONDITIONS WHICH WILLENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THESURFACE AND LOOSEN THE SOIL. P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITYRECOMMENDED BY THE SEED PRODUCER. Q. ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS, BYWATERING, UP TO THE POINT OF RELEASE FROM THE CONTRACT.CONTINUE TO REWORK THE BARE AREAS UNTIL COMPLETECOVERAGE IS OBTAINED.4. FIELD QUALITY CONTROLCOMPACT SOILS TO MAXIMUM DENSITY IN ACCORDANCE WITH ASTMD-1557. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED ATCONTRACTOR'S EXPENSE. INDICATE PERCENTAGE OF COMPACTIONACHIEVED ON AS-BUILT DRAWINGS.5. PROTECTION A. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TOA UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN ASREQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILLBE AN ACCEPTABLE ALTERNATE. B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACTWILL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE, ANDSECURED TO 2" X 2" X 4'-0" WOODEN STAKES EXTENDING TWO-FEETINTO THE GROUND ON FOUR SIDES OF THE TREE. C. PROTECT ALL EXPOSED AREAS AGAINST WASHOUTS AND SOILEROSION. PLACE STRAW BALES AT THE INLET APPROACH TO ALLNEW OR EXISTING CULVERTS. WHERE THE SITE OR ROAD AREASHAVE BEEN ELEVATED IMMEDIATELY ADJACENT TO THE RAIL LINE,STAKE EROSION CONTROL FABRIC FULL LENGTH IN THE SWALE TOPREVENT CONTAMINATION OF THE RAIL BALLAST. ALL EROSIONCONTROL METHODS SHALL CONFORM TO APPLICABLE BUILDINGCODE REQUIREMENTS.SECTION 02830 - FENCING AND GATE(S)PART 1 - GENERAL1. WORK INCLUDEDSEE PLAN FOR SITE AND LOCATION OF FENCE AND GATE(S).2. QUALITY ASSURANCEALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THISSPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL. WEIGHTOF ZINC COATING ON THE FABRIC SHALL NOT BE LESS THAN 12OUNCESPER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BEHOT-DIPPED IN GRADE 'E' ZINC, 18 OUNCES PER SQUARE FOOT.3. SEQUENCINGIF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSEELEVATION (PRIOR TO THE FENCE CONSTRUCTION), FENCE POSTEXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDECONTAMINATION OF SAID SURFACE COURSE.4. SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATE OR STATEMENT OF COMPLIANCE WITH THESPECIFICATIONS. PART 2 - PRODUCTS1. FENCE MATERIAL A. ALL FABRIC WIRE, RAILS, HARDWARE, AND OTHER STEEL MATERIALSSHALL BE HOT-DIPPED GALVANIZED. B. FABRIC SHALL BE SEVEN-FOOT HIGH OR TO MATCH EXISTING FENCETWO-INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.148") WIRE. THEFABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOPSELVAGES. FABRIC SHALL CONFORM TO THESPECIFICATIONS OF ASTM A-392 CLASS 1. C. BARBED WIRE SHALL BE DOUBLE-STRAND, 12-1/2 GAUGE TWISTEDWIRE, WITH 14-GAUGE, 4-POINT ROUND BARBS SPACED ONFIVE-INCH CENTERS. D. ALL POSTS SHALL BE SCHEDULE - 40 MECHANICAL SERVICE PIPEAND SHALL BE TYPE 1 ASTM A-128 AND OF THE FOLLOWINGDIAMETER LINE 2" SCHEDULE 40 (23#8" O.D.) GATE 3" SCHEDULE 40 (31#2" O.D.) CORNER 3" SCHEDULE 40 (31#2" O.D.) E. GATE POSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME CAP,TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACE RAILS SHALL BE 1" DIAMETER SCHEDULE 40MECHANICAL-SERVICE PIPE. G. GATE FRAMES AND BRACES SHALL BE 1.90 INCH DIAMETERSCHEDULE 40 MECHANICAL-SERVICE PIPE. FRAMES SHALL HAVEWELDED CORNERS. H. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL BRACE, AND AFULL-WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OFGATE BRACE CLAMPS. I. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGEADAPTER WITH MODEL 6409, 188-DEGREE ATTACHMENT. J. THE GUIDE (LATCH ASSEMBLY) SHALL BE HEAVY INDUSTRIAL DOUBLEGATE LATCH. SEE DETAIL. K. LATCHES AND STOPS SHALL BE PROVIDED FOR ALL GATES. L. PLUNGER ROD COMPLETE WITH RECEPTOR TO BE PROVIDED AT THEINACTIVE LEAF OF ALL DOUBLE GATE INSTALLATIONS. M. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATELEAF IN THE OPEN POSITION. N. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THEBOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS ATCORNER AND GATE POSTS. O. A SIX-INCH BY 1/2-INCH DIAMETER EYEBOLT TO HOLD TENSION WIRESHALL BE PLACED AT LINE POSTS. P. STRETCHER BARS SHALL BE 3/16-INCH BY 3/4-INCH OR HAVEEQUIVALENT CROSS-SECTIONAL AREA. Q. ALL CORNER GATE AND PANELS SHALL HAVE A 3/8-INCH TRUSS RODWITH TURNBUCKLES. R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAPAND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE ADOME CAP. S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIECLIPS, BAND CLIPS AND TENSION BAND CLIPS. T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEELCOMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. V. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED ASREQUIRED BY PIPE SIZE. W. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24-INCHDIAMETERS COIL. BARBED TAPE, STAINLESS STEEL, CYCLONEFENCE MODEL G8P TO TYPE III SHALL BE FURNISHED. IT SHALL BESUPPORTED ABOVE THE TOP RAIL BY USE OF SIX (6) WIRE BARBEDWIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST.1. INSPECTIONTO CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLEEXCAVATIONS. ALL POST HOLES WILL BE EXCAVATED AS PERCONSTRUCTION DOCUMENTS.2. INSTALLATION A. FOUNDATIONS SHALL HAVE A MINIMUM SIX (6) INCH CONCRETECOVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB; ONE QUARTER (1/4)INCH C. AT CORNER POSTS, GATE POSTS, AND SIDES OF GATE FRAME,FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSIONBAND-CLIPS AT FIFTEEN(15) INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND-CLIPS ATFIFTEEN (15) INCH INTERVALS. E. FABRIC SHALL BE ATTACHED TO BRACE RAILS, TENSION WIRE ANDTRUSS RODS WITH TIE-CLIPS AT TWO (2) FOOT INTERVALS. F. A MAXIMUM GAP OF ONE INCH WILL BE PERMITTED BETWEEN TIECHAIN LINE FABRIC AND THE FINAL GRADE. G. GATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTHSIDES. H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED ORWELDED TO PREVENT UNAUTHORIZED REMOVAL. I. CONCRETE TO BE A MINIMUM OF 4,000 PSI AT 7 DAYS. CEMENT SHALLEXCEED ASTM C150, TYPE IIIA.3. PROTECTIONUPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL ANDPAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC-BASED PAINT,COLOR TO MATCH THE GALVANIZED METAL. APPLICABLE STANDARDS ASTM-A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT-DIPPEDZINC COATED (GALVANIZED) WELDED AND SEAMLESS, FORORDINARY USES.ASTM-A123 ZINC (HOT-DIP GALVANIZED) COATING ON IRON AND STEELPRODUCTS.ASTM-A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT-DIP) ONIRON AND STEEL HARDWARE.ASTM-A392 SPECIFICATION FOR ZINC-COATED STEEL CHAIN LINK FENCEFABRIC.ASTM-A491 SPECIFICATION FOR ALUMINUM-COATED STEEL CHAIN LINKFENCE FABRICASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED(GALVANIZED) BY THE HOT-DIPPED PROCESS. ASTM-A570SPECIFICATION FOR HOT-ROLLED CARBON STEEL SHEET ANDSTRIP. STRUCTURAL QUALITY.ASTM-A535 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE.FEDERAL SPECIFICATION RR-F-191- FENCING, WIRE AND POST METAL(AND GATES, CHAIN LINK FENCE FABRIC, AND ACCESSORIES)N-1COMPOUND NOTESLHB JLF IMMEDIATELY AFTER BRINGING LEASE AREA AND ACCESS DRIVE W/TURNAROUND TO BASE COURSE ELEVATION, WATER TO ENSUREGROWTH. G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO ANAUTHORIZED AREA OR AS DIRECTED BY PROJECT MANAGER. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZERTO STONE SURFACES.PART 2 - PRODUCTS1. MATERIALS A. SOIL STERILIZER SHALL BE EPA-REGISTERED, PRE-EMERGENCELIQUID:TOTAL KILL (PRODUCT 910) - EPA 10292-7 PHASAR CORPORATION P.O. BOX 5123 DEARBORN, MI 48128 (313) 563-8000AMBUSH HERBICIDE - EPA REGISTEREDFRAMAR INDUSTRIAL PRODUCTS 1435 MORRIS AVE. UNION, NJ 07083 (800) 526-4924 B. ROAD AND SITE MATERIALS SHALL CONFORM TO DOTSPECIFICATIONS FILL MATERIAL (UNLESS OTHERWISE NOTED) -ACCEPTABLE SELECT FILL SHALL STANDARD SPECIFICATIONS... BEIN ACCORDANCE WITH STATE DEPARTMENT OF HIGHWAY ANDTRANSPORTATION. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X. PART 3 - EXECUTION1. INSPECTIONSLOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48HOURS IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISESPECIFIED BY JURISDICTION.2. PREPARATION A. CLEAR TREES, BRUSH AND DEBRIS FROM LEASE AREA, ACCESSDRIVE W/ TURN-AROUND AND UNDER GROUND UTILITY EASEMENTSAS REQUIRED FOR CONSTRUCTION. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION, GRUB ORGANICMATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW GRADE. C. UNLESS OTHERWISE INSTRUCTED BY CARRIER, TRANSPORT ALLREMOVED TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO ANAUTHORIZED LANDFILL. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THEAREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL ORBASE MATERIAL.3. INSTALLATION A. GRADE OR FILL THE LEASE AREA AND ACCESS DRIVEW/TURNAROUND AS REQUIRED IN ORDER THAT UPON DISTRIBUTIONOF SPOILS, RESULTING FROM EXCAVATIONS, THE RESULTINGGRADE WILL CORRESPOND WITH SAID SUB-BASE COURSE.ELEVATIONS ARE TO BE CALCULATED FROM BENCHMARK, FINISHEDGRADES, OR INDICATED SLOPES. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREADBEYOND THE LIMITS OF PROJECT AREA UNLESS AUTHORIZED BYPROJECT MANAGER AND AGREED TO BY LANDOWNER. C. BRING THE ACCESS DRIVE W/ TURNAROUND TO BASE COURSEELEVATION TO FACILITATE CONSTRUCTION AND OBSERVATIONDURING CONSTRUCTION OF THE SITE. D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT SHALL INCLUDE GRADING, BANKING, AND DITCHING,UNLESS OTHERWISE INDICATED. F. WHEN IMPROVING AN EXISTING ACCESS DRIVE, GRADE THEEXISTING DRIVE TO REMOVE ANY ORGANIC MATTER AND SMOOTHTHE SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN SIX (6) INCH MAXIMUM LIFTS, ANDCOMPACT BEFORE PLACING NEXT LIFT. H. THE TOP SURFACE COURSE SHALL EXTEND A MINIMUM OF ONE (1)FOOT BEYOND THE SITE FENCE (UNLESS OTHERWISE NOTED) ANDSHALL COVER THE AREA AS INDICATED. I. APPLY RIPRAP TO THE SIDE SLOPES OF ALL FENCED SITE AREAS,PARKING AREAS, AND ALL OTHER SLOPES GREATER THAN 2:1. J. APPLY RIPRAP TO THE SIDES OF DITCHES OR DRAINAGE SWALES. K. RIPRAP ENTIRE DITCH FOR SIX (6) FEET IN ALL DIRECTIONS ATCULVERT OPENINGS. L. APPLY SEED, FERTILIZER, AND STRAW COVER TO ALL OTHER DISTURBED AREAS, DITCHES, AND DRAINAGE SWALES, NOTOTHERWISE RIP RAPPED. M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR CULVERTSBE PLACED SO THAT THEY DIRECT WATER TOWARDS, OR PERMITSTANDING WATER IMMEDIATELY ADJACENT TO COMPOUND. IFDESIGNS OR ELEVATIONS ARE IN CONFLICT WITH THIS, ADVISECONSTRUCTION MANAGER IMMEDIATELY. N. IN DITCHES WITH SLOPES GREATER THAN 10%, MOUNDDIVERSIONARY HEADWALLS IN THE DITCH AT CULVERTENTRANCES. POSITION THE HEADWALL AT AN ANGLE NO GREATERTHAT 60° OFF THE DITCH LINE. RIPRAP THE UPSTREAM SIDE OFTHE HEADWALL AS WELL AS THE DITCH FOR SIX (6) FEET ABOVETHE CULVERT ENTRANCE. O. APPLY SEED AND FERTILIZER TO SURFACE CONDITIONS WHICH WILLENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THESURFACE AND LOOSEN THE SOIL. P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITYRECOMMENDED BY THE SEED PRODUCER. Q. ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS, BYWATERING, UP TO THE POINT OF RELEASE FROM THE CONTRACT.CONTINUE TO REWORK THE BARE AREAS UNTIL COMPLETECOVERAGE IS OBTAINED.4. FIELD QUALITY CONTROLCOMPACT SOILS TO MAXIMUM DENSITY IN ACCORDANCE WITH ASTMD-1557. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED ATCONTRACTOR'S EXPENSE. INDICATE PERCENTAGE OF COMPACTIONACHIEVED ON AS-BUILT DRAWINGS.5. PROTECTION A. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TOA UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN ASREQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILLBE AN ACCEPTABLE ALTERNATE. B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACTWILL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE, ANDSECURED TO 2" X 2" X 4'-0" WOODEN STAKES EXTENDING TWO-FEETINTO THE GROUND ON FOUR SIDES OF THE TREE. C. PROTECT ALL EXPOSED AREAS AGAINST WASHOUTS AND SOILEROSION. PLACE STRAW BALES AT THE INLET APPROACH TO ALLNEW OR EXISTING CULVERTS. WHERE THE SITE OR ROAD AREASHAVE BEEN ELEVATED IMMEDIATELY ADJACENT TO THE RAIL LINE,STAKE EROSION CONTROL FABRIC FULL LENGTH IN THE SWALE TOPREVENT CONTAMINATION OF THE RAIL BALLAST. ALL EROSIONCONTROL METHODS SHALL CONFORM TO APPLICABLE BUILDINGCODE REQUIREMENTS.SECTION 02830 - FENCING AND GATE(S)PART 1 - GENERAL1. WORK INCLUDEDSEE PLAN FOR SITE AND LOCATION OF FENCE AND GATE(S).2. QUALITY ASSURANCEALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THISSPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL. WEIGHTOF ZINC COATING ON THE FABRIC SHALL NOT BE LESS THAN 12OUNCESPER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BEHOT-DIPPED IN GRADE 'E' ZINC, 18 OUNCES PER SQUARE FOOT.3. SEQUENCINGIF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSEELEVATION (PRIOR TO THE FENCE CONSTRUCTION), FENCE POSTEXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDECONTAMINATION OF SAID SURFACE COURSE.4. SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATE OR STATEMENT OF COMPLIANCE WITH THESPECIFICATIONS. PART 2 - PRODUCTS1. FENCE MATERIAL A. ALL FABRIC WIRE, RAILS, HARDWARE, AND OTHER STEEL MATERIALSSHALL BE HOT-DIPPED GALVANIZED. B. FABRIC SHALL BE SEVEN-FOOT HIGH OR TO MATCH EXISTING FENCETWO-INCH CHAIN LINK MESH OF NO. 9 GAUGE (0.148") WIRE. THEFABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOPSELVAGES. FABRIC SHALL CONFORM TO THESPECIFICATIONS OF ASTM A-392 CLASS 1. C. BARBED WIRE SHALL BE DOUBLE-STRAND, 12-1/2 GAUGE TWISTEDWIRE, WITH 14-GAUGE, 4-POINT ROUND BARBS SPACED ONFIVE-INCH CENTERS. D. ALL POSTS SHALL BE SCHEDULE - 40 MECHANICAL SERVICE PIPEAND SHALL BE TYPE 1 ASTM A-128 AND OF THE FOLLOWINGDIAMETER LINE 2" SCHEDULE 40 (23#8" O.D.) GATE 3" SCHEDULE 40 (31#2" O.D.) CORNER 3" SCHEDULE 40 (31#2" O.D.) E. GATE POSTS SHALL BE EXTENDED 12 INCHES, INCLUDING DOME CAP,TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACE RAILS SHALL BE 1" DIAMETER SCHEDULE 40MECHANICAL-SERVICE PIPE. G. GATE FRAMES AND BRACES SHALL BE 1.90 INCH DIAMETERSCHEDULE 40 MECHANICAL-SERVICE PIPE. FRAMES SHALL HAVEWELDED CORNERS. H. GATE FRAMES SHALL HAVE A FULL-HEIGHT VERTICAL BRACE, AND AFULL-WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OFGATE BRACE CLAMPS. I. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGEADAPTER WITH MODEL 6409, 188-DEGREE ATTACHMENT. J. THE GUIDE (LATCH ASSEMBLY) SHALL BE HEAVY INDUSTRIAL DOUBLEGATE LATCH. SEE DETAIL. K. LATCHES AND STOPS SHALL BE PROVIDED FOR ALL GATES. L. PLUNGER ROD COMPLETE WITH RECEPTOR TO BE PROVIDED AT THEINACTIVE LEAF OF ALL DOUBLE GATE INSTALLATIONS. M. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATELEAF IN THE OPEN POSITION. N. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THEBOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS ATCORNER AND GATE POSTS. O. A SIX-INCH BY 1/2-INCH DIAMETER EYEBOLT TO HOLD TENSION WIRESHALL BE PLACED AT LINE POSTS. P. STRETCHER BARS SHALL BE 3/16-INCH BY 3/4-INCH OR HAVEEQUIVALENT CROSS-SECTIONAL AREA. Q. ALL CORNER GATE AND PANELS SHALL HAVE A 3/8-INCH TRUSS RODWITH TURNBUCKLES. R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAPAND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE ADOME CAP. S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIECLIPS, BAND CLIPS AND TENSION BAND CLIPS. T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEELCOMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. V. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED ASREQUIRED BY PIPE SIZE. W. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24-INCHDIAMETERS COIL. BARBED TAPE, STAINLESS STEEL, CYCLONEFENCE MODEL G8P TO TYPE III SHALL BE FURNISHED. IT SHALL BESUPPORTED ABOVE THE TOP RAIL BY USE OF SIX (6) WIRE BARBEDWIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST.1. INSPECTIONTO CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLEEXCAVATIONS. ALL POST HOLES WILL BE EXCAVATED AS PERCONSTRUCTION DOCUMENTS.2. INSTALLATION A. FOUNDATIONS SHALL HAVE A MINIMUM SIX (6) INCH CONCRETECOVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB; ONE QUARTER (1/4)INCH C. AT CORNER POSTS, GATE POSTS, AND SIDES OF GATE FRAME,FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSIONBAND-CLIPS AT FIFTEEN(15) INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND-CLIPS ATFIFTEEN (15) INCH INTERVALS. E. FABRIC SHALL BE ATTACHED TO BRACE RAILS, TENSION WIRE ANDTRUSS RODS WITH TIE-CLIPS AT TWO (2) FOOT INTERVALS. F. A MAXIMUM GAP OF ONE INCH WILL BE PERMITTED BETWEEN TIECHAIN LINE FABRIC AND THE FINAL GRADE. G. GATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTHSIDES. H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED ORWELDED TO PREVENT UNAUTHORIZED REMOVAL. I. CONCRETE TO BE A MINIMUM OF 4,000 PSI AT 7 DAYS. CEMENT SHALLEXCEED ASTM C150, TYPE IIIA.3. PROTECTIONUPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL ANDPAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC-BASED PAINT,COLOR TO MATCH THE GALVANIZED METAL. APPLICABLE STANDARDS ASTM-A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT-DIPPEDZINC COATED (GALVANIZED) WELDED AND SEAMLESS, FORORDINARY USES.ASTM-A123 ZINC (HOT-DIP GALVANIZED) COATING ON IRON AND STEELPRODUCTS.ASTM-A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT-DIP) ONIRON AND STEEL HARDWARE.ASTM-A392 SPECIFICATION FOR ZINC-COATED STEEL CHAIN LINK FENCEFABRIC.ASTM-A491 SPECIFICATION FOR ALUMINUM-COATED STEEL CHAIN LINKFENCE FABRICASTM-A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED(GALVANIZED) BY THE HOT-DIPPED PROCESS. ASTM-A570SPECIFICATION FOR HOT-ROLLED CARBON STEEL SHEET ANDSTRIP. STRUCTURAL QUALITY.ASTM-A535 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE.FEDERAL SPECIFICATION RR-F-191- FENCING, WIRE AND POST METAL(AND GATES, CHAIN LINK FENCE FABRIC, AND ACCESSORIES) This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSN-2COMPOUND NOTESLHB JLF DIVISION 3: CONCRETESECTION 03000 - BASIC CONCRETE MATERIALS AND METHODSPART 1 - GENERAL1. WORK INCLUDED FORM WORK, REINFORCEMENT, ACCESSORIES,CAST-IN-PLACE CONCRETE, FINISHING, AND CURING.2. INSPECTIONSA. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING BUILDINGDEPARTMENT INSPECTIONS REQUIRED FOR HIS SCOPE OF WORK.B. ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED BYTHE CARRIER CONSTRUCTION MANAGER, OR THEIR DESIGNEE,PRIOR TO PLACEMENT OF CONCRETE. C. THE CARRIER CONSTRUCTION MANAGER SHALL BE NOTIFIED NOLESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS.3. QUALITY ASSURANCEA. CONSTRUCT AND ERECT CONCRETE FORM WORK IN ACCORDANCEWITH ACI 301 AND ACI 318.B. PERFORM CONCRETE REINFORCING WORK IN ACCORDANCE WITHACI 301, ACI 318, AND ASTM A184.C. PERFORM CAST-IN-PLACE CONCRETE WORK IN ACCORDANCE WITHACI 301, ACI 318, AND ACI 117-90.D. OPEN FOUNDATION TRENCHES SHALL BE INSPECTED BY MES PRIORTO CONCRETE INSTALLATION.4. SUBMITTALS SUBMIT CONCRETE MIX AND REINFORCING STEEL SHOPDRAWINGS FOR APPROVAL BY CARRIER CONSTRUCTIONMANAGER/ENGINEER. THE SHOP DRAWINGS SHALL BE SUBMITTED INTHE FORM OF TWO (2) CONCRETE MIX DESIGN INFORMATION SHEETSAND TWO (2) BLUE LINE DRAWINGS FOR REINFORCING STEEL.PART 2 - PRODUCTS1. REINFORCEMENT MATERIALSA. REINFORCEMENT STEEL, ASTM A615, 60 ksi YIELD GRADE,DEFORMED BILLET STEEL BARS, PLAIN FINISH.B. WELDED STEEL WIRE FABRIC ASTM A185 PLAIN TYPE, IN FLATSHEETS, PLAIN FINISH.C. CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS. SIZED AND SHAPEDFOR SUPPORTS OF REINFORCING.D. FABRICATE CONCRETE REINFORCING IN ACCORDANCE WITH ACI315, ACI 318, ASTM A1842. CONCRETE MATERIALSA. CEMENT: ASTM C150, PORTLAND TYPEB. FINE AND COURSE AGGREGATES: ASTM C33 - MAXIMUM SIZE OFCONCRETE AGGREGATE SHALL NOT EXCEED; ONE (1) INCH SIZESUITABLE FOR INSTALLATION METHOD UTILIZED OR ONE-THIRDCLEAR DISTANCE BEHIND OR BETWEEN REINFORCING.C. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETED. AIR ENTRAINING ADMIXTURE: ASTM C260E. BONDING AGENT: LATEX EMULSION FOR BONDING NEW TO OLDCONCRETE AS MANUFACTURED BY DAYTON SUPERIOR.F. NON-SHRINK GROUT: PREMIXED COMPOUND CONSISTING OFNONMETALLIC AGGREGATE. CEMENT, WATER REDUCING ANDPLASTICIZING AGENTS.3. CONCRETE MIXA. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATEA.C.I. REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE.B. MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94, ALT.3.C. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FORTHE INSTALLATION METHOD UTILIZED AND SHALL RESULT INDURABLE CONCRETE FOR LOCAL ANTICIPATED AGGRESSIVEACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4SHALL BE SATISFIED BASED ON THE CONDITIONS EXPECTED AT THESITE. PROVIDE CONCRETE AS FOLLOWS:1. COMPRESSIVE STRENGTH: 4000 psi AT 28 DAYS.2. SLUMP: 3 INCHESPART 3 - EXECUTION1. INSERTS, EMBEDDED COMPONENTS AND OPENINGSA. THE CONTRACTOR SHALL COORDINATE AND CROSS-CHECKARCHITECTURAL, BUILDING & ELECTRICAL DRAWINGS FOROPENINGS, SLEEVES, ANCHORS, HANGERS, AND OTHER ITEMSRELATED TO CONCRETE WORK AND SHALL ASSUME FULLRESPONSIBILITY FOR THE PROPER LOCATION BEFORE PLACINGCONCRETEB. PROVIDE FORMED OPENINGS WHERE REQUIRED FOR WORK TO BEEMBEDDED IN AND PASSING THROUGH CONCRETE MEMBERS.C. COORDINATE WORK OF OTHER SECTIONS IN FORMING AND SETTINGOPENING, SLOTS, RECESSES, CHASES, SLEEVES, BOLTS, ANCHORS,AND OTHER INSERTS.D. INSTALL CONCRETE ACCESSORIES STRAIGHT, LEVEL AND PLUMB.2. REINFORCEMENT PLACEMENTA. PLACE REINFORCEMENT, SUPPORTED AND SECURED AGAINSTDISPLACEMENT.B. ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, DIRT, OROTHER FOREIGN COATINGS.C. WELDING IS PROHIBITED ON REINFORCING STEEL ANDEMBEDMENTS.D. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 INCHESUNLESS OTHERWISE NOTED.E. CONCRETE COVER FROM TOP OFFOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOTEXCEED 3 INCHES NOR BE LESS THAN 2INCHES.3. PLACING CONCRETEA. VIBRATE ALL CONCRETE.B. ALL CONCRETE WORK SHALL ADHERE TO THE LATEST A.C.ISTANDARDS FOR WINTER POURING AND CURING PROCEDURES IFSEASONAL CONDITIONS APPLY4. CURINGA. AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATUREDRYING.B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS ATRELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARYFOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE.5. PROVIDE HAND RUBBED SMOOTH FINISH TO ALL EXPOSED VERTICALFORMED CONCRETE SURFACES.6. FIELD QUALITY CONTROLA. SUBMIT THREE (3) CONCRETE TEST CYLINDERS - TAKEN FOR EVERY15 CUBIC YARD OR LESS. SUBMIT CONCRETE TESTS TO THEPROJECT MANAGER IN ACCORDANCE WITH ASTM , C-31 AND C-39.B. SUBMIT ONE (1) ADDITIONAL TEST CYLINDER - TAKEN DURING COLDWEATHER POURS, AND CURED ON JOB SITE UNDER SAMECONDITIONS AS CONCRETE IT REPRESENTS.C. SUBMIT ONE (1) SLUMP TEST - TAKEN FOR EACH SET OF TESTCYLINDERS TAKEN.7. DEFECTIVE CONCRETE MODIFY OR REPLACE CONCRETE NOTCONFORMING TO REQUIRED LINES, DETAILS OR ELEVATIONS AT COSTOF GC, AS DIRECTED BY ARCHITECT/ENGINEER.DIVISION 5: METALSSECTION 05000 - METALSPART 1 - GENERAL1. SECTION INCLUDES:STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARSAND GROUTING UNDER BASE PLATES.2. SUBMITTALS:SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OFSTRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS,AND WELDED SECTIONS.3. QUALITY ASSURANCE:A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITHAISC SPECIFICATIONS FOR THE DESIGN, FABRICATION ANDERECTION OF STRUCTURAL STEEL FOR BUILDINGS.B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF APROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE.PART 2 - PRODUCTS1. MATERIALS:A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50B. STRUCTURAL TUBING: ASTM A500, GRADE BC. PIPE: ASTM A53, TYPE E OR S, GRADE BD. BOLTS, NUTS, AND WASHERS: ASTM A325E. ANCHOR BOLTS: ASTM A307F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALSBEING WELDEDG. GROUT: NON-SHRINK TYPE, PREMIXED COMPOUND CONSISTING OFNONMETALLIC AGGREGATE, CEMENT, WATER REDUCING ANDPLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING MINIMUMCOMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS.H. SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDEI. TOUCH-UP PRIMER FOR GALV. SURFACES: ZINC RICH TYPE2. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BYCONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH.3. FINISH:A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCEWITH SSPC SP-1 TO SP-10 PROCEDURES.B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED.PART 3 - EXECUTION1. EXAMINATION AND PREPARATION:VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE.2. ERECTION:A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TOMAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OFERECTION AND INSTALLATION OF PERMANENT BRIDGING ANDBRACING.B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUTAPPROVAL OF THE ARCHITECT/ENGINEER.D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACESNOT SHOP PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS ASSPECIFIED UNDER SECTION 05000,-METALS, PART 2 - PRODUCTS, H& I. SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED.3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS,CONNECTIONS, WELDS AND TORQUING.DIVISION 16: ELECTRICALSECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS PRIOR TOORDERING THE ELECTRICAL EQUIPMENT AND STARTING THE ACTUALCONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OFALL FINDINGS TO THE ARCHITECT LISTING ANY DISCREPANCIES ORCONFLICTING INFORMATION.2. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATICONLY. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OFELECTRICAL EQUIPMENT WITH OWNER PRIOR TO INSTALLATION.3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLYTAGGED IN EACH PANELBOARD, PULLBOX, JUNCTION BOX, SWITCHBOX, ETC. THE TYPE OF TAGGING METHODS SHALL BE IN COMPLIANCEWITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A.).4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN GOODWORKING CONDITION WHEN INSTALLED AND SHALL BE OF THE BESTGRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACHCLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED "J"WHERE APPLICABLE. MATERIALS SHALL MEET WITH APPROVAL OF ALLGOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BEMANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDSESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED.5. ALL CONDUIT SHALL HAVE A PULL CORD.6. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETEELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THEJOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS.7. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALLHAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEYMAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C.8. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED ASREQUIRED BY UBC, NEC AND ALL APPLICABLE CODES.9. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED INTHE COURSE OF THE ELECTRICAL WORK.10. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE ANDBLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHEREINDICATED ON THE DRAWINGS. WEATHERPROOF RECEPTACLESSHALL HAVE SIERRA #WPD-8 LIFT COVER PLATES. SECTION 16400 - SERVICE AND DISTRIBUTION1. WIRE AND CABLE CONDUCTORS SHALL BE COPPER, 600V, TYPE THHNOR THWN, WITH A MIN. SIZE OF #12 AWG, COLOR CODED. ALLRECTIFIER DROPS SHALL BE STRANDED TO ACCEPT CRIMPCONNECTORS.2. ALL CHEMICAL GROUND RODS SHALL BE "UL" APPROVED.3. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE ANOTED ON THE DRAWINGS. MANUFACTURED BY MILBANK ORAPPROVED EQUAL, AND SHALL BE UTILITY COMPANY APPROVED.4. CONDUIT:A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATEDWITH GALVANIZED ZINC INTERIOR AND SHALL BE USED WHENINSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THEEARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OREXPOSED ON BUILDING EXTERIOR RIGID CONDUIT IN CONTACT WITHEARTH SHALL BE 2/2 LAPPED WRAPPED WITH HUNTS WRAPPROCESS NO. 3.B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGSHALL BE GLAND RING COMPRESSION TYPE.C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL ANDMAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE"JAKE" OR "SQUEEZE" TYPE. ALL FLEXIBLE CONDUITS SHALL HAVEFULL LENGTH GROUND WIRE.D. ALL UNDERGROUND CONDUIT SHALL BE AS NOTED ON THEDRAWINGS AT A MINIMUM DEPTH OF 30" BELOW GRADE. IT ISREQUIRED AND WILL BE THE RESPONSIBILITY OF THE ELECTRICALCONTRACTOR TO NOTIFY THE UTILITY CLEARANCE HOTLINE(DIGGER'S HOTLINE OR OTHER SUCH NOTIFYING AGENCY)SEVENTY-TWO (72) BUSINESS HOURS PRIOR TO DIGGING.5. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FORCONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS ARE TO BE PAID BYTHE CONTRACTOR.6. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENTENGRAVED PLASTIC LABELS WITH WHITE ON BLUE BACKGROUNDLETTERING (MINIMUM LETTER HEIGHT SHALL BE 1/4-INCH). NAMEPLATES SHALL BE FASTENED WITH STAINLESS STEEL SCREWS,NOT ADHESIVE.7. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT,AND FALL POTENTIAL GROUNDING TESTS BY AN INDEPENDENTTESTING SERVICE ENGAGED BY THE CONTRACTOR SHALL BESUBMITTED FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECTMANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORKAND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION.8. GROUNDING ELECTRODE SYSTEMA. PREPARATION1. SURFACE PREPARATION: ALL CONNECTIONS SHALL BE MADE TOBARE METAL. ALL PAINTED SURFACES SHALL BE FIELDINSPECTED AND MODIFIED TO ENSURE PROPER CONTACT. NOWASHERS ARE ALLOWED BETWEEN THE ITEMS BEINGGROUNDED. ALL CONNECTIONS ARE TO HAVE A NON-OXIDIZINGAGENT APPLIED PRIOR TO INSTALLATION.2. GROUND BAR PREPARATION: ALL COPPER GROUND BARS SHALLBE CLEANED, POLISHED AND A NON-OXIDIZING AGENT APPLIED.NO FINGERPRINTS OR DISCOLORED COPPER WILL BEPERMITTED.3. SLEEVES: ALL GROUNDING CONDUCTORS SHALL RUN THROUGHPVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS,FLOORS OR CEILINGS. IF CONDUCTORS MUST RUN THROUGHEMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTHENDS OF CONDUIT WITH SILICONE CAULK.B. GROUND BARS1. ALL GROUND BARS SHALL BE 1/4-INCH THICK TINNED COPPERPLATE AND OF SIZE INDICATED ON DRAWINGS.2. ALL CONNECTIONS TO THE GROUND BARS SHALL OBSERVE THEFOLLOWING SEQUENCE:A. BOLT-HEADB. 2-HOLE LUGC. NON-OX (ANTI-OXIDATION COMPOUND)D. TINNED COPPER BUSS BARE. NON-OX (ANTI-OXIDATION COMPOUND)F. STAR WASHERG. NUTC. EXTERNAL CONNECTIONS1. ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THEEXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDEALL CABLE TO CABLE, SPLICES, TEE'S, CROSSES, ETC. ALLCABLE TO GROUND RODS, GROUND ROD SPLICES ANDLIGHTNING PROTECTION SYSTEMS ARE TO BE AS INDICATED.ALL MATERIALS USED (MOLDS, WELDING METAL, TOOLS, ETC.)SHALL BE BY "CADWELD" AND INSTALLED PER MANUFACTURER'SRECOMMENDED PROCEDURES.2. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORSSHALL BE CONNECTED BY TWO HOLE CRIMP TYPE(COMPRESSION) CONNECTIONS (EXCEPT FOR THE ACEG ANDGROUND ROD) MECHANICAL CONNECTIONS, FITTINGS ORCONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BEUSED. ALL CABLE TO CABLE CONNECTIONS SHALL BE HIGHPRESSURE DOUBLE CRIMP TYPE CONNECTIONS.CONNECTIONSTO STRUCTURAL STEEL SHALL BE EXOTHERMIC WELDS.D. GROUND RODS ALL GROUND RODS SHALL BE 5/8-INCH DIAMETER X10'-0" LONG "COPPERED" OR APPROVED EQUAL, OF THE NUMBERAND LOCATIONS INDICATED. GROUND RODS SHALL BE DRIVEN FULLLENGTH VERTICAL IN UNDISTURBED EARTH.E. GROUND CONDUCTORS ALL GROUND CONDUCTORS SHALL BESTANDARD TINNED SOLID BARE COPPER ANNEALED, AND OF SIZEINDICATED ON DRAWINGS UNLESS NOTED OTHERWISE.F. LUGS1. LUGS SHALL BE 2-HOLE, LONG BARREL, STRAND COPPER UNLESSOTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. LUGSSHALL BE THOMAS AND BETTS SERIES #548 BE OR EQUIVALENTMINIMUM BENDINGA. 535 MCM DLO 54880BEB. 262 MCM DLO 54872BEC. #1/0 DLO54862BED. #4/0 THWN AND BARE 54866BEE. #2/0 THWN54862BEF. #2 THHN54207BEG. #6 DLO54205BE2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, ITSHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURNSHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART:GROUNDING CONDUCTOR SIZE RADIUS TO INSIDE EDGENO. 6 AWG TO NO. 4 AWG 6 INCHESNO. 2 AWG TO NO. 1/0 AWG 8 INCHESNO. 2/0 AWG TO 4/0 MCM 12 INCHES250 MCM TO 750 MCM 24 INCHESG. GROUND RING1. THE EXTERNAL GROUND RING ENCIRCLING THE TOWER (IFAPPLICABLE) AND BETWEEN THE EQUIPMENT SHELTERPLATFORM ANCHORS SHALL BE MINIMUM NO. 2 A.W.G. SOLIDTINNED BARE COPPER CONDUCTORS IN DIRECT CONTACT WITHTHE EARTH AT THE DEPTH INDICATED ON THE DRAWINGS.CONDUCTOR BENDS SHALL HAVE A MINIMUM BENDING RADIUSOF EIGHT (8) INCHES.2. ALL EXTERNAL GROUND RINGS ARE TO BE JOINED TOGETHERAND ALL CONNECTIONS MUST BE CADWELDED. NO LUGS ORCLAMPS WILL BE ACCEPTED.H. FENCE/GATE GROUND EACH GATE POST, CORNER POST AND GATEAS INDICATED ON DRAWING GROUND CONNECTIONS TO FENCEPOSTS AND ALL OTHER CONNECTIONS FOR THE GROUND GRIDSYSTEM SHALL BE MADE BY EXOTHERMIC WELD PROCESS, ANDINSTALLED PER MANUFACTURER'S RECOMMENDATIONS ANDPROCEDURES, AND SPRAYED WITH COLD GALVANIZED PAINT.9. I.E.E.E. FALL POTENTIAL TESTSA. FOR RAW LAND SITE1. GROUND TESTS SHALL BE PERFORMED AS INDICATED ONDRAWINGS. A BIDDLE GROUND OHMER OR THE METHOD OFUSING TWO AUXILIARY GROUND RODS (AS DESCRIBED IN I.E.E.E.STANDARDS NO. 81-1983, PART 1) MAY BE USED. THE I.E.E.E.METHOD REQUIRES THE USE OF AN A.C. TEST CURRENT. THEAUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROMTHE ROD UNDER TEST SO THAT THE REGIONS IN WHICH THEIRRESISTANCE IS LOCALIZED DO NOT OVERLAP. THE TEST POINTWILL BE THE GROUND ROD AND WILL CONSIST OF THE THREEPOINT FALL OF POTENTIAL MEGGER TEST METHOD, USING THEBIDDLE NULL-BALANCE EARTH TESTER (MEGGER #250220-2 OREQUIVALENT)2. CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THEFORMAT AS FOLLOWS:D. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 INCHESUNLESS OTHERWISE NOTED.E. CONCRETE COVER FROM TOP OFFOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOTEXCEED 3 INCHES NOR BE LESS THAN 2INCHES.3. PLACING CONCRETEA. VIBRATE ALL CONCRETE.B. ALL CONCRETE WORK SHALL ADHERE TO THE LATEST A.C.ISTANDARDS FOR WINTER POURING AND CURING PROCEDURES IFSEASONAL CONDITIONS APPLY4. CURINGA. AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATUREDRYING.B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS ATRELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARYFOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE.5. PROVIDE HAND RUBBED SMOOTH FINISH TO ALL EXPOSED VERTICALFORMED CONCRETE SURFACES.6. FIELD QUALITY CONTROLA. SUBMIT THREE (3) CONCRETE TEST CYLINDERS - TAKEN FOR EVERY15 CUBIC YARD OR LESS. SUBMIT CONCRETE TESTS TO THEPROJECT MANAGER IN ACCORDANCE WITH ASTM , C-31 AND C-39.B. SUBMIT ONE (1) ADDITIONAL TEST CYLINDER - TAKEN DURING COLDWEATHER POURS, AND CURED ON JOB SITE UNDER SAMECONDITIONS AS CONCRETE IT REPRESENTS.C. SUBMIT ONE (1) SLUMP TEST - TAKEN FOR EACH SET OF TESTCYLINDERS TAKEN.7. DEFECTIVE CONCRETE MODIFY OR REPLACE CONCRETE NOTCONFORMING TO REQUIRED LINES, DETAILS OR ELEVATIONS AT COSTOF GC, AS DIRECTED BY ARCHITECT/ENGINEER.DIVISION 5: METALSSECTION 05000 - METALSPART 1 - GENERAL1. SECTION INCLUDES:STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARSAND GROUTING UNDER BASE PLATES.2. SUBMITTALS:SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OFSTRUCTURAL MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS,AND WELDED SECTIONS.3. QUALITY ASSURANCE:A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITHAISC SPECIFICATIONS FOR THE DESIGN, FABRICATION ANDERECTION OF STRUCTURAL STEEL FOR BUILDINGS.B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF APROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE STATE.PART 2 - PRODUCTS1. MATERIALS:A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50B. STRUCTURAL TUBING: ASTM A500, GRADE BC. PIPE: ASTM A53, TYPE E OR S, GRADE BD. BOLTS, NUTS, AND WASHERS: ASTM A325E. ANCHOR BOLTS: ASTM A307F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALSBEING WELDEDG. GROUT: NON-SHRINK TYPE, PREMIXED COMPOUND CONSISTING OFNONMETALLIC AGGREGATE, CEMENT, WATER REDUCING ANDPLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING MINIMUMCOMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS.H. SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDEI. TOUCH-UP PRIMER FOR GALV. SURFACES: ZINC RICH TYPE2. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BYCONTINUOUS WELDS. GRIND EXPOSED WELDS SMOOTH.3. FINISH:A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCEWITH SSPC SP-1 TO SP-10 PROCEDURES.B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED.PART 3 - EXECUTION1. EXAMINATION AND PREPARATION:VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE.2. ERECTION:A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TOMAINTAIN FRAMING IN ALIGNMENT UNTIL COMPLETION OFERECTION AND INSTALLATION OF PERMANENT BRIDGING ANDBRACING.B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUTAPPROVAL OF THE ARCHITECT/ENGINEER.D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACESNOT SHOP PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS ASSPECIFIED UNDER SECTION 05000,-METALS, PART 2 - PRODUCTS, H& I. SURFACES TO BE IN CONTACT WITH CONCRETE NOT INCLUDED.3. FIELD QUALITY CONTROL: FIELD INSPECTION OF MEMBERS,CONNECTIONS, WELDS AND TORQUING.DIVISION 16: ELECTRICALSECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS PRIOR TOORDERING THE ELECTRICAL EQUIPMENT AND STARTING THE ACTUALCONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OFALL FINDINGS TO THE ARCHITECT LISTING ANY DISCREPANCIES ORCONFLICTING INFORMATION.2. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATICONLY. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OFELECTRICAL EQUIPMENT WITH OWNER PRIOR TO INSTALLATION.3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLYTAGGED IN EACH PANELBOARD, PULLBOX, JUNCTION BOX, SWITCHBOX, ETC. THE TYPE OF TAGGING METHODS SHALL BE IN COMPLIANCEWITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A.).4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN GOODWORKING CONDITION WHEN INSTALLED AND SHALL BE OF THE BESTGRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACHCLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED "J"WHERE APPLICABLE. MATERIALS SHALL MEET WITH APPROVAL OF ALLGOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BEMANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDSESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED.5. ALL CONDUIT SHALL HAVE A PULL CORD.6. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETEELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THEJOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS.7. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALLHAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEYMAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C.8. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED ASREQUIRED BY UBC, NEC AND ALL APPLICABLE CODES.9. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED INTHE COURSE OF THE ELECTRICAL WORK.10. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE ANDBLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHEREINDICATED ON THE DRAWINGS. WEATHERPROOF RECEPTACLESSHALL HAVE SIERRA #WPD-8 LIFT COVER PLATES. SECTION 16400 - SERVICE AND DISTRIBUTION1. WIRE AND CABLE CONDUCTORS SHALL BE COPPER, 600V, TYPE THHNOR THWN, WITH A MIN. SIZE OF #12 AWG, COLOR CODED. ALLRECTIFIER DROPS SHALL BE STRANDED TO ACCEPT CRIMPCONNECTORS.2. ALL CHEMICAL GROUND RODS SHALL BE "UL" APPROVED.3. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE ANOTED ON THE DRAWINGS. MANUFACTURED BY MILBANK ORAPPROVED EQUAL, AND SHALL BE UTILITY COMPANY APPROVED.4. CONDUIT:A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATEDWITH GALVANIZED ZINC INTERIOR AND SHALL BE USED WHENINSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THEEARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OREXPOSED ON BUILDING EXTERIOR RIGID CONDUIT IN CONTACT WITHEARTH SHALL BE 2/2 LAPPED WRAPPED WITH HUNTS WRAPPROCESS NO. 3.B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGSHALL BE GLAND RING COMPRESSION TYPE.C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL ANDMAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE"JAKE" OR "SQUEEZE" TYPE. ALL FLEXIBLE CONDUITS SHALL HAVEFULL LENGTH GROUND WIRE.D. ALL UNDERGROUND CONDUIT SHALL BE AS NOTED ON THEDRAWINGS AT A MINIMUM DEPTH OF 30" BELOW GRADE. IT ISREQUIRED AND WILL BE THE RESPONSIBILITY OF THE ELECTRICALCONTRACTOR TO NOTIFY THE UTILITY CLEARANCE HOTLINE(DIGGER'S HOTLINE OR OTHER SUCH NOTIFYING AGENCY)SEVENTY-TWO (72) BUSINESS HOURS PRIOR TO DIGGING.5. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FORCONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS ARE TO BE PAID BYTHE CONTRACTOR.6. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENTENGRAVED PLASTIC LABELS WITH WHITE ON BLUE BACKGROUNDLETTERING (MINIMUM LETTER HEIGHT SHALL BE 1/4-INCH). NAMEPLATES SHALL BE FASTENED WITH STAINLESS STEEL SCREWS,NOT ADHESIVE.7. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT,AND FALL POTENTIAL GROUNDING TESTS BY AN INDEPENDENTTESTING SERVICE ENGAGED BY THE CONTRACTOR SHALL BESUBMITTED FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECTMANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORKAND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION.8. GROUNDING ELECTRODE SYSTEMA. PREPARATION1. SURFACE PREPARATION: ALL CONNECTIONS SHALL BE MADE TOBARE METAL. ALL PAINTED SURFACES SHALL BE FIELDINSPECTED AND MODIFIED TO ENSURE PROPER CONTACT. NOWASHERS ARE ALLOWED BETWEEN THE ITEMS BEINGGROUNDED. ALL CONNECTIONS ARE TO HAVE A NON-OXIDIZINGAGENT APPLIED PRIOR TO INSTALLATION.2. GROUND BAR PREPARATION: ALL COPPER GROUND BARS SHALLBE CLEANED, POLISHED AND A NON-OXIDIZING AGENT APPLIED.NO FINGERPRINTS OR DISCOLORED COPPER WILL BEPERMITTED.3. SLEEVES: ALL GROUNDING CONDUCTORS SHALL RUN THROUGHPVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS,FLOORS OR CEILINGS. IF CONDUCTORS MUST RUN THROUGHEMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTHENDS OF CONDUIT WITH SILICONE CAULK.B. GROUND BARS1. ALL GROUND BARS SHALL BE 1/4-INCH THICK TINNED COPPERPLATE AND OF SIZE INDICATED ON DRAWINGS.2. ALL CONNECTIONS TO THE GROUND BARS SHALL OBSERVE THEFOLLOWING SEQUENCE:A. BOLT-HEADB. 2-HOLE LUGC. NON-OX (ANTI-OXIDATION COMPOUND)D. TINNED COPPER BUSS BARE. NON-OX (ANTI-OXIDATION COMPOUND)F. STAR WASHERG. NUTC. EXTERNAL CONNECTIONS1. ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THEEXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDEALL CABLE TO CABLE, SPLICES, TEE'S, CROSSES, ETC. ALLCABLE TO GROUND RODS, GROUND ROD SPLICES ANDLIGHTNING PROTECTION SYSTEMS ARE TO BE AS INDICATED.ALL MATERIALS USED (MOLDS, WELDING METAL, TOOLS, ETC.)SHALL BE BY "CADWELD" AND INSTALLED PER MANUFACTURER'SRECOMMENDED PROCEDURES.2. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORSSHALL BE CONNECTED BY TWO HOLE CRIMP TYPE(COMPRESSION) CONNECTIONS (EXCEPT FOR THE ACEG ANDGROUND ROD) MECHANICAL CONNECTIONS, FITTINGS ORCONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BEUSED. ALL CABLE TO CABLE CONNECTIONS SHALL BE HIGHPRESSURE DOUBLE CRIMP TYPE CONNECTIONS.CONNECTIONSTO STRUCTURAL STEEL SHALL BE EXOTHERMIC WELDS.D. GROUND RODS ALL GROUND RODS SHALL BE 5/8-INCH DIAMETER X10'-0" LONG "COPPERED" OR APPROVED EQUAL, OF THE NUMBERAND LOCATIONS INDICATED. GROUND RODS SHALL BE DRIVEN FULLLENGTH VERTICAL IN UNDISTURBED EARTH.E. GROUND CONDUCTORS ALL GROUND CONDUCTORS SHALL BESTANDARD TINNED SOLID BARE COPPER ANNEALED, AND OF SIZEINDICATED ON DRAWINGS UNLESS NOTED OTHERWISE.F. LUGS1. LUGS SHALL BE 2-HOLE, LONG BARREL, STRAND COPPER UNLESSOTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. LUGSSHALL BE THOMAS AND BETTS SERIES #548 BE OR EQUIVALENTMINIMUM BENDINGA. 535 MCM DLO 54880BEB. 262 MCM DLO 54872BEC. #1/0 DLO54862BED. #4/0 THWN AND BARE 54866BEE. #2/0 THWN54862BEF. #2 THHN54207BEG. #6 DLO54205BE2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, ITSHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURNSHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART:GROUNDING CONDUCTOR SIZE RADIUS TO INSIDE EDGENO. 6 AWG TO NO. 4 AWG 6 INCHESNO. 2 AWG TO NO. 1/0 AWG 8 INCHESNO. 2/0 AWG TO 4/0 MCM 12 INCHES250 MCM TO 750 MCM 24 INCHESG. GROUND RING1. THE EXTERNAL GROUND RING ENCIRCLING THE TOWER (IFAPPLICABLE) AND BETWEEN THE EQUIPMENT SHELTERPLATFORM ANCHORS SHALL BE MINIMUM NO. 2 A.W.G. SOLIDTINNED BARE COPPER CONDUCTORS IN DIRECT CONTACT WITHTHE EARTH AT THE DEPTH INDICATED ON THE DRAWINGS.CONDUCTOR BENDS SHALL HAVE A MINIMUM BENDING RADIUSOF EIGHT (8) INCHES.2. ALL EXTERNAL GROUND RINGS ARE TO BE JOINED TOGETHERAND ALL CONNECTIONS MUST BE CADWELDED. NO LUGS ORCLAMPS WILL BE ACCEPTED.H. FENCE/GATE GROUND EACH GATE POST, CORNER POST AND GATEAS INDICATED ON DRAWING GROUND CONNECTIONS TO FENCEPOSTS AND ALL OTHER CONNECTIONS FOR THE GROUND GRIDSYSTEM SHALL BE MADE BY EXOTHERMIC WELD PROCESS, ANDINSTALLED PER MANUFACTURER'S RECOMMENDATIONS ANDPROCEDURES, AND SPRAYED WITH COLD GALVANIZED PAINT.9. I.E.E.E. FALL POTENTIAL TESTSA. FOR RAW LAND SITE1. GROUND TESTS SHALL BE PERFORMED AS INDICATED ONDRAWINGS. A BIDDLE GROUND OHMER OR THE METHOD OFUSING TWO AUXILIARY GROUND RODS (AS DESCRIBED IN I.E.E.E.STANDARDS NO. 81-1983, PART 1) MAY BE USED. THE I.E.E.E.METHOD REQUIRES THE USE OF AN A.C. TEST CURRENT. THEAUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROMTHE ROD UNDER TEST SO THAT THE REGIONS IN WHICH THEIRRESISTANCE IS LOCALIZED DO NOT OVERLAP. THE TEST POINTWILL BE THE GROUND ROD AND WILL CONSIST OF THE THREEPOINT FALL OF POTENTIAL MEGGER TEST METHOD, USING THEBIDDLE NULL-BALANCE EARTH TESTER (MEGGER #250220-2 OREQUIVALENT)2. CONTRACTOR TO CONDUCT GROUND RESISTANCE TEST IN THEFORMAT AS FOLLOWS: This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSN-3COMPOUND NOTESLHB JLFA. TOWER1. FIRST TEST - SHALL BE WITH THREE GROUND RODS INSTALLED(MINIMUM), EQUALLY SPACED AROUND THE TOWERFOUNDATION, BUT NOT CONNECTED TO THE SHELTER PADEXTERNAL GROUND RING. FURNISH WIRE TO CONNECT(TEMPORARY CLAMP) ALL THREE GROUND RODS TOGETHER TOMAKE A SYSTEM TEST AFTER EACH ROD IS INDIVIDUALLYTESTED. IF ANY INDIVIDUAL ROD TESTS 25 OHMS OR MORE,NOTIFY THE CONTRACTOR AND OWNER'S REPRESENTATIVE SOTHAT THE ROD CAN BE DRIVEN DEEPER UNTIL ALL THREE (3)RODS HAVE A RESISTANCE OF 10 OHMS OR LESS ON A DRYDAY.2. SECOND TEST - SHALL BE WITH THE GROUND RODSCONNECTED, WITH DRY SOIL AND WHEN NO STANDING WATERHAS BEEN PRESENT FOR THE PAST TEN (10) DAYS , THEMAXIMUM ALLOWABLE READING IS 5 OHMS TO GROUND. IF THERESISTANCE OF THE ENTIRE SYSTEM EXCEEDS 5 OHMS THEELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVESHOULD BE NOTIFIED SO THAT EITHER ADDITIONAL AND/ORDEEPER RODS CAN BE INSTALLED.C. EQUIPMENT PAD AND TOWER1. AFTER THE EQUIPMENT PAD AND TOWER GROUND RESISTANCETEST IS COMPLETED, CONTRACTOR SHALL TIE EQUIPMENT PADEXTERNAL GROUND RING AND TOWER EXTERNAL GROUNDRING TOGETHER. AFTER FIRST AND SECOND TEST ALLCONNECTIONS MUST BE MADE USING EXOTHERMIC WELD. NOLUGS OR CLAMPS WILL BE ACCEPTED.2. AFTER ALL THE EXTERNAL GROUND RINGS ARE TIEDTOGETHER, COMPLETE A MEGGER CHECK OF THE GROUNDSYSTEM SHOULD BE DONE. THE MAXIMUM ALLOWABLELEADING IS 5 OHMS TO GROUND. 10. GROUNDING RESISTANCETEST REPORT UPON COMPLETION OF THE TESTING FOR EACHSITE, A TEST REPORT SHOWING RESISTANCE IN OHMS WITHAUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10 FEETINTERVALS UNTIL THE AVERAGE RESISTANCE STARTSINCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BETAKEN TO PROOF ENTIRE EXTERNAL GROUND RING SYSTEMBEFORE BACKFILL. TWO (2) SETS OF TEST DOCUMENTS ARE OFTHE INDEPENDENT TESTING SERVICE TO BE BOUND ANDSUBMITTED WITHIN ONE (1) WEEK OF WORK COMPLETION.10. GROUNDING RESISTANCE TEST REPORT UPON COMPLETION OF THETESTING FOR EACH SITE, A TEST REPORT SHOWING RESISTANCE INOHMS WITH AUXILIARY POTENTIAL ELECTRODES AT 5 FEET AND 10FEET INTERVALS UNTIL THE AVERAGE RESISTANCE STARTSINCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BE TAKEN TOPROOF ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFILL.TWO (2) SETS OF TEST DOCUMENTS ARE OF THE INDEPENDENTTESTING SERVICE TO BE BOUND AND SUBMITTED WITHIN ONE (1)WEEK OR WORK COMPLETION.SECTION 16503 - POLES, POSTS, AND STANDARDS(SINGLE MAST AND SELF SUPPORTING TOWERS)1. GENERALA. LIGHTNING ROD AND EXTENSION PIPE INCLUDING ALLAPPURTENANCES, TO BE FURNISHED BY OWNER, IF REQUIRED.B. PROVIDE TEMPORARY LIGHTING FOR TOWER AS PER FAAREGULATIONS DURING CONSTRUCTION, IF REQUIRED.C. GROUNDING: GROUND TOWER WITH A MINIMUM OF #2 AWGTINNED SOLID BARE COPPER CONDUCTOR CADWELDED TOTOWER BASE PLATE. TWO (2) GROUNDING LEADS PER TOWERBASE PLATE. NON-EXOTHERMIC WELDS SHALL BE ATTACHEDDIRECTLY TO THE MONOPOLE TOWER SHAFT. xPROPOSED 70' MONOPOLEPROPOSED T-MOBILE (ANCHORTENANT) EQUIPMENT PADPROPOSED T-MOBILE12' X 20' LEASE AREAEXISTING GRAVELROADPROPOSED 15' WIDEACCESS EASEMENTCOUNTY ROAD 117SCALE: 1" = 250'SITE PLAN1NORTHThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSC-1OVERALL SITE PLANLHB JLF 0500'250'125'11" x 17"22" x 34"- 1" = 250'- 1" = 125' xxxxxx50'-0"35'-0"PROPOSED VERTICAL BRIDGE35' X 50' LEASE AREA AND COMPOUNDPROPOSED 12' WIDEDOUBLE ACCESS GATEPROPOSED 15' WIDEACCESS EASEMENTEXISTING GRAVEL ROADPROPOSED RETAINING WALL, SEEPAGES C-2.1 & C-2.2 FOR DETAILS.PROPOSED RETAINING WALL, SEEPAGES C-2.1 & C-2.2 FOR DETAILS.PROPOSED RETAINING WALL, SEEPAGES C-2.1 & C-2.2 FOR DETAILS.SCALE: 1" = 30'SITE PLAN1NORTHThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE30'060'15'11" x 17"22" x 34"- 1" = 30'- 1" = 15'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSC-2SITE PLANLHB JLF This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE30'060'15'11" x 17"22" x 34"- 1" = 30'- 1" = 15'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSC-2.1GRADING PLANLHB JLF This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE30'060'15'11" x 17"22" x 34"- 1" = 30'- 1" = 15'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSC-2.2TYPICAL SECTIONSLHB JLF FUTURECARRIERLEASEAREAPROPOSED T-MOBILEPPC CABINETPROPOSED T-MOBILEWORK LIGHT (5 TOTAL)PROPOSED T-MOBILEHCS 2.0 JUNCTION BOXPROPOSED T-MOBILE48" x 48" x 12" HOFFMAN BOX12'-0" (PROPOSED T-MOBILE LEASE AREA)1'-0"10'-0" (PROPOSED T-MOBILE CONCRETE PAD)1'-6"18'-0" (PROPOSED T-MOBILE CONCRETE PAD)20'-0" (PROPOSED T-MOBILE LEASE AREA)1'-0"PROPOSED T-MOBILEGPS ANTENNAPROPOSED T-MOBILE10' X 18' CONCRETE PADWITH FULL CANOPYPROPOSED T-MOBILE SSCCABINET WITH:(2) ABIA, (1) ABIO, (2) AMIA,(1) ASIB, (1) ASIL, (1) FSMFFUTURECARRIERLEASEAREAPROPOSED 70'MONOPOLE3'-0"35'-0"3'-0"PROPOSED UTILITY H-FRAMEW/ 4-GANG METER BANKMAINTAIN A MINIMUM OF 8" OFCLEARANCE BETWEEN CABINETSPROPOSED RETAININGWALL, TYP.10'-0"1'-0" 35'-0"50'-0"8"PROPOSEDHPL3CABINETPROPOSEDLB3CABINETPROPOSED T-MOBILEBATTERY CABINET5'-0"4'-0"8'-0"2'-0" 12'-0"PROPOSED T-MOBILEICE BRIDGE6'-7"25'-0"PROPOSED T-MOBILEGENERATORPROPOSED UTILITY VAULTPROPOSED TRANSFORMERPROPOSED DOUBLE SWINGACCESS GATESCALE: 3/16" = 1'-0"EQUIPMENT PLAN1This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE0 2'8'4'11" x 17"22" x 34"- 1/4" = 1'- 1/2" = 1'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSC-3TT-MOBILE EQUIPMENT PLANLHB JLF NORTH GRADEPROPOSED T-MOBILEANCHOR TENANTEQUIPMENT PLATFORMPROPOSED T-MOBILEICE BRIDGEXXXXXXXXXXXXXXXXXXXPROPOSED CHAIN LINKFENCE WITH BARBED WIREPROPOSED T-MOBILE PANEL ANTENNAS & RRHSC/L @ ±65'-0" AGLTOP OF PROPOSED MONOPOLE @ 70'-0" AGL PROPOSED T-MOBILE ANTENNA,COMMSCOPE FFVV-65C-R3-V1 (OCTO) TO BEINSTALLED (3 TOTAL, POS.1 PER SECTOR)PROPOSED T-MOBILE RRH, NOKIA / AHLOARRH (3 TOTAL, 1 PER SECTOR)PROPOSED T-MOBILE RRH, NOKIA / AHFIGRRH (3 TOTAL, 1 PER SECTOR)TOP OF PROPOSED LIGHTNING ROD @ 74'-0" AGL PROPOSED 4' LIGHTNING RODALPHA SECTORCENTERLINE = 65'-0"AZIMUTH = 100°BETA SECTORCENTERLINE = 65'-0"AZIMUTH = 160°GAMMA SECTORCENTERLINE = 65'-0"AZIMUTH = 250°A1G1B1PROPOSED T-MOBILE RRH, NOKIA /AHLOA RRH (3 TOTAL, POS. 1 PER SECTOR)PROPOSED T-MOBILE RAYCAPHCS2.0 HYBRID JUNCTION BOX(1 TOTAL)PROPOSED T-MOBILE ANTENNA,COMMSCOPE FFVV-65C-R3-V1 (OCTO)TO BE INSTALLED(3 TOTAL, POS. 1 PER SECTOR)PROPOSED T-MOBILE RRH, NOKIA /AHFIG RRH (3 TOTAL, POS. 1 PER SECTOR)PROPOSED 70'-0"MONOPOLEPROPOSEDMONOPOLE(1) PROPOSED HYBRIDCABLENEW T-MOBILE 11-FT HIGHICE BRIDGEPROPOSED EQUIPMENT ONCONCRETE PADPROPOSED T-MOBILEGPS ANTENNAXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSEDCONCRETE PADPROPOSED UNISTRUTSUPPORT AT TOP OFMOUNTING PIPESCALE: 1" = 12.5'TOWER ELEVATION1SCALE: NTST-MOBILE EQUIPMENT ELEVATION W/ CABLE ROUTING4This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE:AS NOTEDSHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-1TCOMPOUND TOWER ELEVATION& T-MOBILE ANTENNA LAYOUTLHB JLF SPECIAL NOTES:ENSURE THAT THE GPS ANTENNAIS MOUNTED NO HIGHER THAN 11'TO ALLOW FOR FOPS ACCESSNORTHSCALE: NTSPROPOSED T-MOBILE ANTENNA ARRAY2 This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-2TT-MOBILE ANTENNA AND LINESCHEDULELHB JLF SCALE: N.T.S.T- MOBILE ANTENNA & LINE SCHEDULE1ANTENNA & LINE SCHEDULESECTOR POS. TECHNOLOGY ANTENNA MODEL NUMBERANTENNAMANUFACTURERANTENNA CABLESAZIMUTHRADCENTERELECTD-TILTMECHD-TILTRRH MODELNUMBERRRHMANUFACTURERJUMPERSIZEJUMPERQTYJUMPERLENGTHHYBRIDCABLELENGTHTOP OF TOWEREQUIPMENTALPHAA1L700/L600/N600/L1900/L2100/U2100FFVV-65C-R3-V1 (OCTO)COMMSCOPE HCS2.0 HYBRID TRUNK100°65'-0"6/32(1) AHLOANOKIA 2x6AWG(1)15'-0" 95'-0"(1) HCS2.0 HYBRIDJUNCTION BOX-------(1) AHFIGNOKIA 2x6AWG(1)15'-0"-BETAB1L700/L600/N600/L1900/L2100/U2100FFVV-65C-R3-V1 (OCTO)COMMSCOPE(SHARED)160°6/32(1) AHLOANOKIA 2x6AWG(1)15'-0"--------(1) AHFIGNOKIA 2x6AWG(1)15'-0"-GAMMAG1L700/L600/N600/L1900/L2100/U2100FFVV-65C-R3-V1 (OCTO)COMMSCOPE(SHARED)250°6/32(1) AHLOANOKIA 2x6AWG(1)15'-0"--------(1) AHFIGNOKIA 2x6AWG(1)15'-0"-NOTES:1. GENERAL CONTRACTOR TO VERIFY FINAL RF CONFIGURATION WITH T-MOBILE RF ENGINEER PRIOR TO INSTALLATION.ANTENNA AND COAXIAL CABLE SCHEDULE:1. ALL ANTENNAS SHALL BE FURNISHED WITH DOWN TILT BRACKETS. CONTRACTOR SHALL COORDINATE REQUIRED MECHANICALDOWN TILT FOR BEACH ANTENNA WITH RF ENGINEER. ANTENNA DOWNTILT SHALL BE SET AND VERIFIED BY A SMART LEVEL.2. ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO ELEVATION 0'-0".3. CONTRACTOR SHALL INSTALL COLOR CODE RINGS AT EACH OF THE HYBRID CABLES AND JUMPER CABLES WITH UV RESISTANTTAPE. ALL CABLES SHALL BE MARKED AT TOP AND BOTTOM WITH 2" COLOR TAPE OR STENCIL TAG. COLOR TAPE MAY BE OBTAINEDFROM GARY BAR ELECTRONICS.RFDS DESIGN VERSION: 1DATE: 03/07/2023 NOTES:1. CONTRACTOR TO VERIFY IF BLOCKS/BUTTERFLIESARE REQUIRED BY TOWER OWNER2. ALL PARTS TO BE COMMSCOPE OR APPROVEDEQUAL3'-0"HOISTING GRIPS @ 100'VERTICAL INTERVALSHYBRID/COAXCABLESCUSHION COMMSCOPE P/N:294655 (7/8")294659 (1-1/4")294660 (1-5/8")SNAP-IN HANGERCOMMSCOPE P/N:252115 (7/8")252116 (1-1/4")252117 (1-5/8")HYBRID/COAX CABLE4-HOLE CABLE LADDER50MM20MMJUMPERS TO BE TORQUEDTO 221.27 IN/LBS(3) WRAPS OF INSULATIONTAPE (OVERLAPPING 50%)(2) STRETCH WRAPPEDWRAPS OF SELFAMALGAMATING TAPE(STRETCH 30%,OVERLAPPING 50%)(1) WRAP OF INSULATIONTAPE (OVERLAPPING 50%)CABLE TIENEW TOWERSTANDOFF KIT SITEPRO PART # STK3(2) NEW BARREL CUSHIONS.SITE PRO PART # BC124NEW COAX BLOCKMOUNTINGHARDWARE. SITEPRO PART # CH50NEW COAXBLOCK. SITE PROPART # CXB1583" STD. PLATFORMSUPPORT ARMThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-3TT-MOBILE ANTENNA EQUIPMENTAND COAX DETAILSLHB JLF SCALE: N.T.S.RF JUMPER CONNECTION DETAIL2SCALE: NTSCOLOR CODING AND NOTES1SCALE: N.T.S.RF JUMPER MOUNTING DETAIL3SCALE: N.T.S.HYBRID CABLE/APPICATION DETAIL4FRONT OF THE ANTENNAANTENNA 1ANTENNA 2ANTENNA 3ANTENNA 4EXAMPLE: COAX WITH FOUR BANDS OF RED TAPE WILL REPRESENT ALPHASECTOR AND THE 4TH PORT OF THE ANTENNA.COAX COLOR CODING:·ANTENNAS WILL BE LABELLED (BACK OF ANTENNAVIEW) RIGHT TO LEFT 1 - X PORTS·COAX/JUMPER LINES WILL BE IDENTIFIED B SECTORCOLOR AND BY NUMBER OF BANDS AROUND THECOAX/JUMPERSECTOR AREDSECTOR BGREENSECTOR CBLUESECTOR DYELLOWSECTOR EWHITESECTOR FPURPLELMUBROWN + SECTOR COLORBANDS (1 & 2)FIBER IDGRAYUNUSED COAXPINKMICROWAVEORANGEDWE T-1s + GPSDOWNLINK CABLEID W/ LABEL MAKER1. ALL ANTENNAS SHALL BE FURNISHED WITH DOWNTILT BRACKETS. CONTRACTOR SHALL COORDINATE REQUIRED MECHANICAL DOWNTILTFOR EACH ANTENNA WITH RF ENGINEER. ANTENNA DOWNTILT SHALL BE SET AND VERIFIED BY A SMART LEVEL.2. CONTRACTOR SHALL INSTALL COLOR CODE RINGS ON EACH OF THE COAX CABLES AND JUMPER CABLES WITH UV RESISTANT TAPE. ALLCABLES SHALL BE MARKED AT TOP AND BOTTOM WITH 2" COLOR TAPE OR STENCIL TAG. COLOR TAPE MAY BE OBTAINED FROM GRAYBARELECTRONICS.COMMSCOPE - FFVV-65C-R3-V1 (OCTO) ANTENNAWEIGHT (WITHOUT MOUNTING KIT): 124.6 LBS.SIZE (HxWxD): 95.90" X 25.20" X 9.30"SCALE: NTSCOMMSCOPE ANTENNA DETAIL5SCALE: NTSNOT USED6SCALE: NTSNOKIA AHLOA RADIO7NOKIA AHLOA RRHWEIGHT (WITHOUT COVERS OR BRACKETS): 83.70 LBS.SIZE (HxWxD): 22.05" X 12.13" X 7.44"SCALE: NTSNOKIA AHFIG RADIO8NOKIA AHFIG RRHWEIGHT (WITHOUT COVERS OR BRACKETS): 79.3 LBS.SIZE (HxWxD): 27.4"X12.1"X5.2"SCALE: NTSNOT USED9SCALE: NTSNOT USED10 This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-4TT-MOBILE EQUIPMENT ANDCOAX DETAILSLHB JLFSCALE: NTSTRUNK CABLE GENERAL SPECIFICATIONS1SCALE: NTSBREAKOUT FEATURE GENERAL SPECIFICATIONS2SCALE: NTSBOTTOM JUNCTION BOX GENERAL SPECIFICATIONS3SCALE: NTSHYBRID JUMPER CABLE GENERAL SPECIFICATIONS4SCALE: NTSBOTTOM JUNCTION BOX COLOR CODE MAPPING5SCALE: NTSGROUNDING6 This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-5TT-MOBILE EQUIPMENT DETAILSLHB JLF This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-6TT-MOBILE ICE BRIDGE ANDEQUIPMENT DETAILSLHB JLFISOMETRIC VIEWVARIES1'-0"FINISH GRADE1'-0"4'-0" 4" MAX.1'-0"REFER TO PLAN & DETAILS REFER TO PLAN1'-0"3" PIPE (TYP.) PLACED 8' O.C.COMMSCOPE - WB-LB12-3WAVEGUIDE BRIDGE SUPPORT3/8" x 6" STEEL GALV. "J"BOLT (TYP.)12 GA. GRIP STRUT12" WIDE X 10' LONG3000 PSI CONCRETE1/2" CROWN TOP1" MIN BELOW GRADECRUSHED STONEOR OTHERSURFACE3" GALVANIZED PIPE. 8'-0"MAXIMUM SPACING. PLACE EACHON ALTERNATE SIDE OF BRIDGEGALV. PIPE CAP TYP.WAVEGUIDEBRIDGE SUPPORTBRACKETNEW HYBRID CABLEW/ SNAP-IN HANGER (TYP.)2"x2" HD. G. UNISTRUT @3'-0" O.C. MAX3" DIA. GALV. SCH. 40 PIPE (TYP.)FACEOFTOWERFULL TREATED ROD AT3'-0" O.C. MAX.3/8" DIA GALV. U-BOLT ATEACH LEG12" GA. GALV.STEEL GRIPSTRUT GRATING1" MAX.SCALE: NTSICE BRIDGE DETAILS1SCALE: NTSDC POWER FEEDS FROMRECTIFIER DISTRIBUTION3SCALE: NTSFSMF DETAIL2 1.SCOPE:1.1 THIS SECTION COVERS THE REQUIREMENTS FOR THE MATERIALS AND THE CONSTRUCTION OF SITE FENCING,GUY AREA FENCING, ACCESS ROAD GATES AND CATTLE GUARDS. SEE SITE PLAN AND DRAWINGS FOR DETAILS.2. SPECIAL REQUIREMENTS:2.1 All WIRE, FABRIC, FITTINGS, HARDWARE AND STEEL MEMBERS USED FOR SITE AREA FENCING, GUY ANCHORFENCING AND ACCESS ROAD GATES SHALL BE HOT DIPPED GALVANIZED OR OTHER APPROVEDNON-CORROSIVE MATERIAL.2.2 ALL NON-CORROSIVE MATERIAL SHALL BE APPROVED BY THE PROJECT MANAGER.2.3 ANY DAMAGE TO GALVANIZING OR NON-CORROSIVE COATING DURING CONSTRUCTION SHALL BE REPAIREDACCORDING TO MANUFACTURER'S RECOMMENDED METHODS.3. FENCE POSTS:3.1 LOCATION OF CORNER POSTS SHALL BE DETERMINED FROM STAKES AND PROPERTY PINS INSTALLED BY THEREGISTERED LAND SURVEYOR UNDER CONTRACT. IF THE STAKES ARE NOT PRESENT OR DO NOT CONFORM TOTHE SITE PLAN, CONSULT WITH THE PROJECT MANAGER.3.2 CORNERS AND GATE POST FOR SITE SHALL BE 2.5" O.D. GALVANIZED PIPE. UNLESS SPECIFIED OTHERWISE3.3 CORNER POSTS SHALL BE SET WITHIN ONE INCH (1") OF DIMENSIONS INDICATED ON THE SITE PLAN.3.4 FENCE POSTS SHALL BE VERTICALLY PLUMB IN ALL PLANES WITHIN 12" INCH.3.5 CORNER & GATE POST FOUNDATIONS SHALL BE A MINIMUM FOUR FEET (4') DEEP OR SIX INCHES (6") BELOW THEFROST LINE, WHICHEVER IS GREATER. WITH MINIMUM SIX INCH (6") CLEARANCE BETWEEN BOTTOM OF POSTAND BOTTOM OF THE HOLE.3.6 CORNER POSTS AND GATE POSTS SPACING SHALL BE EQUAL WITH A TEN FOOT (10') MAXIMUM SPACING. GATEPOST SPACING AND SPECIFIC LOCATIONS SHALL BE IN ACCORDANCE WITH SITE PLAN AND SHALL BE VERIFIEDWITH THE PROJECT MANAGER.3.7 ALL POSTS EXCEPT GATE POSTS SHALL BE CAPPED WITH A COMBINATION CAP AND BARB WIRE SUPPORTINGARM. GATE POSTS SHALL BE TWELVE INCHES (12") HIGHER THAN CORNER OR LINE POSTS TO PROVIDE FORTERMINATION OF BARBED WIRE. GATE POSTS SHALL BE CAPPED WITH STANDARD CAP.3.8 ALL CORNER, GATE AND END PANELS SHALL HAVE MINIMUM 38" DIAMETER DIAGONAL TRUSS RODS WITHTURNBUCKLES. HORIZONTAL BRACE RODS, 1 12" INSIDE DIMENSION PIPE, SHALL BE INSTALLED BETWEENPOSTS.3.9 A TOP RAIL (1 14" I.D.) GALVANIZED PIPE SHALL BE INSTALLED BETWEEN POSTS.3.10 ALL FOUR CORNERS POSTS AND BOTH GATE POSTS SHALL BE CONNECTED TO THE SITE GROUNDING SYSTEM(REFER TO GROUNDING SYSTEM STANDARD).3.11 ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN LEDGE: IF LEDGE IS ENCOUNTERED AT GRADE, OR AT A DEPTHSHALLOWER THAN 3'-6", CORE DRILL AN 8" DIA. HOLE 18" INTO THE LEDGE. CENTER POST IN THE HOLE AND FILLWITH CONCRETE OR GROUT. IF LEDGE IS BELOW FINISH GRADE, COAT BACKFILLED SECTION OF POST WITHCOAL TAR, AND BACKFILL WITH WELL-DRAINING GRAVEL.4. FABRIC:4.1 FENCE FABRIC SHALL BE EIGHT FOOT (8') HIGH, UNLESS OTHERWISE SPECIFIED, #9 GAUGE, GALVANIZED CHAINLINK FABRIC WITH TWISTED TOP SELVAGE AND KNUCKLED BOTTOM SELVAGE.4.2 FABRIC SHALL BE TENSIONED PER MANUFACTURER'S RECOMMENDATIONS TO PRESENT A NEAT APPEARANCE.NO GAP SHALL BE PERMITTED BETWEEN FABRIC AND FINAL GRADE.4.3 FABRIC SHALL BE SECURED AT CORNER AND GATE POSTS USING STRETCHER BARS AND TENSION BAND CLIPS.4.4 FABRIC SHALL BE SECURED TO THE TOP RAIL AND BRACE RODS USING TIE CLIPS.4.5 THREE (3) RUNS OF 4-POINT GALVANIZED BARBED WIRE SHALL BE INSTALLED ALONG TOP OF FENCE. BARBEDWIRE SHALL BE TENSIONED PER MANUFACTURER'S RECOMMENDATIONS TO PRESENT A NEAT APPEARANCE.5. GATE:5.1 LOCATION OF GATE SHALL CONFORM TO THE SITE PLAN.5.2 All JOINTS BETWEEN TUBULAR GATE MEMBERS SHALL BE WELDED OR HEAVY FITTINGS PROVIDING RIGID ANDWATERTIGHT CONNECTIONS.5.3 GATE HINGES SHALL PROVIDE FOR 180 DEGREE RADIUS GATE SWING. ALL HINGE NUTS SHALL BE ON THE INSIDEAND DOUBLE-NUT TO DETER UNAUTHORIZED ENTRY.5.4 GATE STOPS SHALL BE INSTALLED AND SHALL HOLD GATE IN "OPEN" POSITION.5.5 BARBED WIRE GUARD SHALL BE INSTALLED ON TOP OF GATES. ADEQUATE CLEARANCE SHALL BE MAINTAINED TOALLOW GATE OPERATION.5.6 GATE SHALL BE INSTALLED PLUMB AND SHALL OPEN AND CLOSE FREELY.5.7 GATE POSTS SHALL NOT BE SHARED AS A CORNER POST.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXVARIES(10'-0" MAX.)GATE OPENING 12'-0"(VERIFY WITH SITE PLAN)45°12"6'-0"3"4'-0" MIN. VARIES GRADEHEAVY PRESSEDSTEEL BARBEDWIRE OUTRIGGERARM(3) STRANDS OF4-POINT BARBEDWIRE2 12" CORNERPOST, 2" FORINTERMEDIATEPOSTS316" x 34"STRETCHERBAR ATCORNERAND GATEPOSTS114" GATE FRAMEHEAVY-DUTY GALV.LOCKABLE, DOUBLEGATE LATCH58" DIA. LATCH ROD114" GATE FRAME1" GAP BETWEENFINISH GRADE &BOTTOM OF GATE6" DIA. BY 18" DEEPCONC. FOOTING WITH114" PIPE SLEEVE, 6" L#7 GA. TENSIONWIRE,CONTINUOUS38" DIA. TRUSS RODWITH TURNBUCKLEAT GATE ONLY212" GATE POST114" TOP RAILALTERNATE FOOTINGIN LEDGE (SEE NOTE3.11)NO GAP BETWEENFINISH GRADE ANDFENCE FABRIC12" DIA. CONCRETE FOOTINGIN SOIL FOR GATE ANDCORNER POSTS. 10" DIA.FOR INTERMEDIATE POSTS10" DIA. CONCRETEFOOTING IN SOIL FORINTERMEDIATE POSTSSTONE OVERGEOTEXTILE FABRIC2" INTERMEDIATEPOST2"x2" - 9 GA.FENCE FABRIC12" CROWN FORDRAINAGEBRAIDED COPPERGROUND STRAP(SEE GROUNDINGSPECS)114" GATE FRAME6"SCALE: NTSFENCE AND GATE DETAIL1This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-7COMPOUND SITE DETAILSLHB JLF NOTES:THE FABRIC SHOULD BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.INTERSECTIONS OF SHEETS MUST BE SEWN OR SUFFICIENTLY OVERLAPPED (AT LEAST 24 INCHES OR AS SPECIFIEDBY THE MANUFACTURER). THE GEOTEXTILE SHEETS SHOULD ALSO BE PLACED TAUT TO REDUCE WRINKLES ORFOLDS. CARE MUST BE EXERCISED TO PREVENT PHYSICAL DAMAGE OF THE GEOTEXTILE PRIOR TO, DURING ANDAFTER INSTALLATION. UTILITIES SHOULD BE INSTALLED BEFORE PLACING THE FABRIC.CENTER OFCOMPOUND1%1%WOVEN FILTER WEEDBARRIER FABRIC,DUPONT SF40 OREQUIVALENT6"1' TO 3'EXISTINGSUBGRADE (GRUBCOMPOUND &REMOVE ALLORGANICS)100% 34" CRUSHED LIMESTONECOMPACTED FILL TO 90%STANDARD PROCTOR(MAX 6" LIFTS)RIP-RAP PLANRIP-RAP SECTION24" MIN. 6"GRADEMIN.EARTH COVERPARENT MATERIALCORRUGATEDMETAL PIPE (CMP)WITH FLARED ENDWALLBACKFILL AND HANDTAMP WITH CLEAN,GRANULAR MATERIALMIN. 3X WIDTH OF CULVERT DIA.MIN. 2X THE WIDTH OF CULVERT DIAMETER RIP-RAP (6" MIN. DIA.)CORRUGATEDMETAL PIPE (CMP)WITH FLARED ENDWALLGRADEFLOW18"6"6" COMPACTEDGRAVEL BASERIP-RAP (12" MIN. DIA.)REMOVE TOPSOILPRIOR TO PLACINGSTONENON-WOVEN GEOTEXTILEFABRIC BETWEEN RIP-RAP& GRAVEL LAYERS12'-0"2%2%GRADECROWN OR SLOPE ACCESSROAD @2%6" OF 3" BREAKER RUN, STONE4" OF 112 " ROCK WITH FINESCOMPACTED TO 98%12" SUBGRADE COMPACTED TO 98%CULVERT SECTIONDRIVEWAY SECTIONCOMPOUND SECTIONFLOWSCALE: NTSTYPICAL COMPOUND GRAVEL1This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSA-8COMPOUND SITE DETAILSLHB JLF SCALE: NTSTYPICAL GRAVEL DRIVEWAY2SCALE: NTSTYPICAL CULVERT INSTALLATION3 This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSS-1TT-MOBILE ANTENNA SECTORFRAME DETAILSLHB JLF SCALE: NTSTYPICAL ANTENNA AND RRU MOUNTING DETAIL2SCALE: NTS8'-0" MONOPOLE PLATFORM1 NOTES:1. CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS FOR DEPTH, SIZE, &SEPARATION OF CONDUITS PRIOR TO INSTALLATION. NOTIFY CONSTRUCTIONMANAGER IMMEDIATELY OF ANY DISCREPANCIES.2. CONTRACTOR TO CALL DIGGERS HOTLINE (1-800-242-8511) 48 HOURS PRIOR TOEXCAVATING FOR UNDERGROUND UTILITY LOCATIONS. LOCATIONSURROUNDING EXCAVATED AREA MUST BE PRIVATELY LOCATED FORNON-PUBLIC UTILITIES.SECTION FOR USE UNDERPAVEMENT OR VEHICLETRAFFIC AREASSECTION FOR USE UNDERGRASS OR BARE GROUNDAREAS3'-6" MIN. 12" 4"12"TELCO/FIBER CONDUITELECTRICAL CONDUITSANDGRAVEL COMPACT TO 90% STANDARDPROCTOR MAXIMUM DRY DENSITYASTM (D-698)NATIVE SOIL, COMPACTED ASREQUIRED TO PREVENT SETTLEMENTRESTORE SURFACE COURSE ANDBASE COURSE MATERIAL TOORIGINAL CONDITION6" WIDE UTILITY WARNING TAPE (8" TO12" BELOW GRADE) ENTIRE LENGTH OFTRENCHUTILITY SERVICE WITHGROUND FROM EXISTINGSOURCE, 120/240 VAC,1 Ø / 3W, 60Hz (SUBJECTTO LOCAL CODES)PROPOSED TRANSFORMERPROPOSED MULTI-GANGMETER UTILITY RACK (800A)xxxOHU EEEE PROPOSED UTILITY H-FRAME INSTALLEDBY VERTICAL BRIDGE CONTRACTORPROPOSED COMPOUND FIBER HANDHOLE INSTALLED BY VERTICALBRIDGE CONTRACTOR (CONTRACTORTO COORDINATE WITH LOCAL UTILITY)PROPOSED PAD-MOUNTED TRANSFORMERBY LOCAL UTILITY COMPANYEXISTING 16' WISE ACCESS ROADRESERVED PER DEED AT BOOK 429,PAGE 245 (4-10-1972)EXISTING 30' WIDE ACCESS EASEMENTPER LORENTSON EXEMPTION PLAT ATREC. #538800 (1-15-1999)FOFO FOThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-1OVERALL UTILITY SITE PLANLHB JLF NORTHSCALE: 1" = 250'OVER ALL UTILITY SITE PLAN1SCALE: NTSONE-LINE DIAGRAM3NOTE:UTILITY/GROUNDING LINES ARE SHOWN FOR SCHEMATIC PURPOSES ONLY & DO NOTREPRESENT THE EXACT LOCATION OF THE RUN. CONTRACTOR SHALL FIELD VERIFYPROPOSED & EXISTING SERVICE LOCATIONS. NOTIFY CONSTRUCTION/ PROJECTMANAGER IMMEDIATELY OF ANY DISCREPANCIES.LEGEND:PROPOSED ELECTRICPROPOSED TELCOPROPOSED FIBEREEEETTTTFOFOFOSCALE: NTSTYPICAL UTILITY TRENCH DETAIL20500'250'125'11" x 17"22" x 34"- 1" = 250'- 1" = 125' xxxxxxxxxxxxxxxxxxxxEEEEEEEEEEEFO EEEEEEEEEEE E E E E E PROPOSED COMPOUND FIBER HANDHOLE INSTALLED BY VERTICAL BRIDGECONTRACTOR (CONTRACTOR TOCOORDINATE WITH LOCAL UTILITY)PROPOSED T-MOBILE 12'X 20' LEASE AREAPROPOSED UTILITY H-FRAME INSTALLEDBY VERTICAL BRIDGE CONTRACTORPROPOSED "MEET POINT" ELECTRICSTUB-UP FOR LOCAL UTILITYCOMPANY (CONTRACTOR TOCOORDINATE WITH LOCAL UTILITY)(3) PROPOSED BURIED 3" DIA. PVC SCH 80CONDUITS WITH (3) PROPOSED 300KCMIL PERPHASE & (3) PROPOSED 2/0 GROUND FROMPROPOSED TRANSFORMER TO PROPOSEDMULTI-TENANT UTILITY RACK (±25 LF) BYVERTICAL BRIDGE GENERAL CONTRACTOR)PROPOSED T-MOBILE 10' X 18'CONCRETE PAD WITH FULLCANOPYPROPOSED PAD-MOUNTED TRANSFORMERBY LOCAL UTILITY COMPANYPROPOSED MULTI-GANG METER UTILITY RACK(800A) INSTALLED BY VERTICAL BRIDGECONTRACTOR, LOCAL UTILITY COMPANY TO INSTALLMETER SOCKETS & CAP UNUSED METER SLOTSFOFOFOFOFOFOFOFOFOFO F O F O FO FO FO FO FOFOFOFOFOFOFOFOFOFOFO FO This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE10'020'5'11" x 17"22" x 34"- 1" = 10'- 1" = 5'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-2ENLARGED UTILITY SITE PLANLHB JLF NORTHSCALE: 1" = 10'ENLARGED UTILITY SITE PLAN1LEGEND:PROPOSED ELECTRICPROPOSED TELCOPROPOSED FIBEREEETTTFOFONOTE:UTILITY GROUNDING LINES ARE SHOWN FOR SCHEMATIC PURPOSES ONLY& DO NOT REPRESENT THE EXACT LOCATION OF THE RUN. CONTRACTORSHALL FIELD VERIFY PROPOSED & EXISTING SERVICE LOCATIONS. NOTIFYCONSTRUCTION/PROJECT MANAGER IMMEDIATELY OF ANYDISCREPANCIES NOTES:1. CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS FOR DEPTH, SIZE, &SEPARATION OF CONDUITS PRIOR TO INSTALLATION. NOTIFY CONSTRUCTIONMANAGER IMMEDIATELY OF ANY DISCREPANCIES.2. CONTRACTOR TO CALL DIGGERS HOTLINE (1-800-242-8511) 48 HOURS PRIOR TOEXCAVATING FOR UNDERGROUND UTILITY LOCATIONS. LOCATIONSURROUNDING EXCAVATED AREA MUST BE PRIVATELY LOCATED FORNON-PUBLIC UTILITIES.SECTION FOR USE UNDERPAVEMENT OR VEHICLETRAFFIC AREASSECTION FOR USE UNDERGRASS OR BARE GROUNDAREAS3'-6" MIN.12"4"12"TELCO/FIBER CONDUITELECTRICAL CONDUITSANDGRAVEL COMPACT TO 90% STANDARDPROCTOR MAXIMUM DRY DENSITYASTM (D-698)NATIVE SOIL, COMPACTED ASREQUIRED TO PREVENT SETTLEMENTRESTORE SURFACE COURSE ANDBASE COURSE MATERIAL TOORIGINAL CONDITION6" WIDE UTILITY WARNING TAPE (8" TO12" BELOW GRADE) ENTIRE LENGTH OFTRENCHUTILITY SERVICE WITHGROUND FROM EXISTINGSOURCE, 120/240 VAC,1 Ø / 3W, 60Hz (SUBJECTTO LOCAL CODES)PROPOSED TRANSFORMERPROPOSED MULTI-GANGMETER UTILITY RACK (800A)EEEEEEEEEEEEEEEEEEEEEEEEE E E E EEEEEEEEEEEEEEEFO FO FOEEE EEE E EEEE EEEE PROPOSED T-MOBILE ELECTRIC (±40 LF)BY T-MOBILE GENERAL CONTRACTORFROM PROPOSED UTILITY STAND TOPROPOSED T-MOBILE EQUIPMENTPROPOSED UTILITY H-FRAME INSTALLEDBY VERTICAL BRIDGE CONTRACTORPROPOSED MULTI-GANG METER UTILITY RACK (800A)INSTALLED BY VERTICAL BRIDGE CONTRACTOR,LOCAL UTILITY COMPANY TO INSTALL METERSOCKETS & CAP UNUSED METER SLOTSPROPOSED T-MOBILE FIBER (±60 LF) BYT-MOBILE GENERAL CONTRACTORFROM PROPOSED FIBER HAND HOLETO PROPOSED T-MOBILE EQUIPMENTPROPOSED COMPOUND FIBER HANDHOLE INSTALLED BY VERTICALBRIDGE CONTRACTOR (CONTRACTORTO COORDINATE WITH LOCAL UTILITY)PROPOSED PAD-MOUNTEDTRANSFORMER BY LOCALUTILITY COMPANY(3) PROPOSED BURIED 3" DIA. PVC SCH 80CONDUITS WITH (3) PROPOSED 300KCMILPER PHASE & (3) PROPOSED 2/0 GROUNDFROM PROPOSED TRANSFORMER TOPROPOSED MULTI-TENANT UTILITY RACH(± 25LF) BY VERTICAL BRIDGE GENERALCONTRACTOREEEEE E E E E E E E E E E E FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE10'020'5'11" x 17"22" x 34"- 1" = 10'- 1" = 5'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-3TT-MOBILE UTILITY PLANLHB JLF NORTHSCALE: #######OVER ALL UTILITY SITE PLAN1SCALE: NTSONE-LINE DIAGRAM3NOTE:UTILITY/GROUNDING LINES ARE SHOWN FOR SCHEMATIC PURPOSES ONLY & DO NOTREPRESENT THE EXACT LOCATION OF THE RUN. CONTRACTOR SHALL FIELD VERIFYPROPOSED & EXISTING SERVICE LOCATIONS. NOTIFY CONSTRUCTION/ PROJECTMANAGER IMMEDIATELY OF ANY DISCREPANCIES.LEGEND:PROPOSED ELECTRICPROPOSED TELCOPROPOSED FIBEREEEETTTTFOFOFOSCALE: NTSTYPICAL UTILITY TRENCH DETAIL2 EEEEEEEEEEEEEEEEE FO FO FO FO FO FO FO FO FO E E E E E E E E E EEEEEE E E E E E E E E EE E E E E E E E E E E E E E E E E E E EE(1) NEW 2" RIGID CONDUIT FOR ELECTRICALSERVICE FROM NEW T-MOBILE SSC/BBU(HPL3 & SB3) TO NEW SWITCH, TIMER, GFICAND SERVICE LIGHTS(1) NEW 2" RIGID CONDUIT FOR POWER (W/2 3/Ø AWGWIRES FOR POWER AND (1) 3/Ø FOR NEUTRAL & (1) #4GROUND WIRE) FROM NEW PPC TO NEW SSC/BBU(HPL3 & SB3)(1) NEW 2" ELECTRICAL RIGID CONDUITFROM NEW T-MOBILE SSC/BBU (HPL3& SB3) TO NEW HCS 2.0 JUNCTION BOXFO FO FO FO FO FO FOFIBER SERVICE TOHOFFMAN BOXPOWER SERVICETO PPCThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE0 1'4'2'11" x 17"22" x 34"- 1/2" = 1'- 1" = 1'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-4TT-MOBILE EQUIPMENT UTILITYPLANLHB JLFSCALE: 1/2" = 1'-0"EQUIPMENT UTILITY PLAN1LEGEND:PROPOSED ELECTRICPROPOSED TELCOPROPOSED FIBEREEEETTTTFOFOFONOTE:UTILITY LINES ARE SHOWN FOR SCHEMATIC PURPOSESONLY & DO NOT REPRESENT THE EXACT LOCATION OFTHE RUN.NORTH EEEFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOEEEEEEEEEEEEEEEEEEEEEEEEEEEE FOFOEEEEEE E EEEEEE EEEEFOFOFOFOFOFOFOFOFOFO(1) 2"Ø RIGID UNDERGROUNDCONDUIT FOR POWER FROM NEW HPLARGE SSC TO NEW AMOB(1) 2"Ø RIGID CONDUIT FOR POWER W/ (2)3/0 FOR POWER, (1) 3/0 FOR GROUND & (1)4 NEUTRAL WIRES FROM NEW PPC TONEW HP LARGE SSC(1) 2"Ø RIGID CONDUIT FOR POWERFROM NEW HP LARGE SSC TO NEWCOVP(1) 2"Ø RIGID PVC SCH 40 UNDERGROUNDCONDUIT FOR POWER W/ (3) 3/0, (1) #4AWG CU.THHN. FROM T-MOBILE METERW/DISCONNECT TO NEW PPC(1) 2"Ø RIGID PVC SCH 40 UNDERGROUNDCONDUIT FOR FIBER W/ MULE TAPE FROMEXISTING FIBER SOURCE TO DELTA HPLARGE SSCTO MAIN POWER SOURCETO MAIN FIBER SOURCE(1) 2"Ø RIGID CONDUIT FOR POWERFROM NEW HP LARGE SSC TO NEWRAC 24(1) 1"Ø RIGID CONDUIT FOR FIBERFROM NEW HP LARGE SSC TO NEWRAC 24RAC 24ALARMBOXJUNCTDELTA HPLARGESSCPPC(200A)T-MOBILEMETERDELTA HPLARGEBBUThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 10:59am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-5TT-MOBILE UTILITY RISER ANDPOWER BOARD SCHEDULELHB JLF SCALE: NTSUTILITY RISER DIAGRAM1SCALE: NTSPOWER BOARD SCHEDULE2ON100TBD NOTE:-FINAL LAYOUT & DESIGN DETERMINED BYCONTRACTOR/UTILITY PROVIDER. VERIFYDESIGN WITH CONSTRUCTION MANAGER.-PROVIDE PHENOLIC ENGRAVED NAMEPLATES FOR EQUIPMENT AT UTILITY RACK..REARGRADE8'-0"6'-6"3'-6"6"1'-0"3" O.D. GALV.STEEL POST,TYP.TYP. UNISTRUTE1 TOWER LIGHTCONTROLLERTOWER CENTURYMONITOR BOXTO SERVICECABINET (TOWERLIGHTING PANEL)2" SCH 40CONDUITTO TOWERFRONT3" O.D. GALV.STEEL POST,TYP.TYP. UNISTRUT800 AMP MAINTAP BOX(4) 200 AMPMETER SPACES3000 PSI CONCRETE8'-0"200A SERVICE CABINETWITH EXTERIOR GFIOUTLET (TOWER LIGHTINGPANEL)(3) 3" SCH 80 CONDUITFROM "MEET POINT"LABEL METER 1 ASVERTICAL BRIDGELABEL METER 2 AST-MOBILEGRADE6'-6"3'-6"6"1'-0"SCALE: NTSUTILITY STAND DETAIL1This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 11:00am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-6COMPOUND UTILITY DETAILSLHB JLF GROUND ROD (TYP)TOWER GROUND RINGGROUND RING BONDTO GATE POST(TYP OF 2 PLACES)GATE GROUND STRAPS(TYP OF 2 PLACES)PROPOSED T-MOBILE GROUNDINGTEST /INSPECTION WELL WITHGROUND CONNECTION TO TOWERGROUND RING BY VERTICAL BRIDGEPROPOSED T-MOBILE ICEBRIDGE BY T-MOBILEGENERAL CONTRACTORGROUND METERTO INDEPENDENTGROUND RODGROUND RING BOND TOFENCE CORNER POST(TYP OF 4 PLACES)This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 11:00am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATE015'7.5'3.75'11" x 17"22" x 34"- 1" = 7.5'- 1" = 3.75'SHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-7COMPOUND GROUNDING PLANLHB JLFSCALE: 1" = 7.5'GROUNDING PLAN1NORTHGROUNDING LINES ARE SHOWN FOR SCHEMATIC PURPOSESONLY & DO NOT REPRESENT THE EXACT LOCATION OF THERUN. CONTRACTOR SHALL FIELD VERIFY PROPOSED &EXISTING SERVICE LOCATIONS. NOTIFY CONSTRUCTION/PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES.LEGEND:PROPOSED GROUND CABLEMECHANICAL CONNECTIONEXOTHERMIC CONNECTION58" DIA. x 10'-0" GROUND RODGROUND TEST WELL GROUNDING NOTES:1. ALL GROUND ELECTRODE SYSTEMS (INCLUDINGTELECOMMUNICATION, RADIO, LIGHTNING PROTECTION,AND AC POWER SHALL BE BONDED TOGETHER BELOWGRADE BY TWO OR MORE COPPER BONDINGCONDUCTORS IN ACCORDANCE WITH THE 2011NATIONAL ELECTRICAL CODE.2. THE SUBCONTRACTOR SHALL PERFORM IEEEFALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 81) FOR GROUND ELECTRODESYSTEMS. THE SUBCONTRACTOR SHALL FURNISH ANDINSTALL SUPPLEMENTAL GROUND ELECTRODES ASNEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS ORLESS.3. THE SUBCONTRACTOR IS RESPONSIBLE FORPROPERLY SEQUENCING GROUNDING ANDUNDERGROUND CONDUIT INSTALLATION AS TOPREVENT ANY LOSS OF CONTINUITY IN THEGROUNDING SYSTEM OR DAMAGE TO THE CONDUIT &PROVIDE TESTING RESULTS.4. METAL CONDUIT AND TRAY SHALL BE GROUNDED ANDMADE ELECTRICALLY CONTINUOUS WITH LISTEDCODING FITTINGS OR BE BONDING ACROSS THEDISCONTINUITY WITH #6 AWG COPPER WIRE ULAPPROVED GROUNDING TYPE CONDUIT CLAMPS.5. METAL RACEWAY SHALL NOT BE USED AS THE NECREQUIRED EQUIPMENT GROUND CONDUCTOR.STRANDED COPPER CONDUCTORS WITH GREENINSULATION, SIZED IN ACCORDANCE WITH THE NECSHALL BE FURNISHED AND INSTALLED WITH THEPOWER CIRCUITS TO BTS EQUIPMENT.6. EACH BTS CABINET FRAME SHALL BE DIRECTLYCONNECTED TO THE MASTER GROUND BAR WITHGREEN INSULATED SUPPLEMENTAL EQUIPMENTGROUND WIRES. #6 AWG STRANDED COPPER ORLARGER FOR INDOOR BTS. #2 AWG STRANDED COPPERFOR OUTDOOR BTS.7. ALL EXTERIOR GROUND CONDUCTORS BETWEENEQUIPMENT/ GROUND BARS AND THE GROUND RINGSHALL BE #2 AWG SOLID TINNED COPPER UNLESSOTHERWISE INDICATED.8. EXOTHERMIC WELDS SHALL BE USED FOR ALLGROUNDING CONNECTIONS BELOW GRADE.9. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR& EXTERIOR) SHALL BE FORMED USING HIGH PRESSCRIMPS.10. COMPRESSION GROUND CONNECTIONS MAY BEREPLACED BY EXOTHERMIC WELD CONNECTIONS.11. ICE BRIDGE BONDING CONDUCTORS SHALL BEEXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGEAND TOWER GROUND BAR.12. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVEGEL OR PASTE) SHALL BE USED ON ALL COMPRESSIONAND BOLTED GROUND CONNECTIONS.13. ALL EXTERIOR GROUND CONNECTIONS SHALL BECOATED WITH A CORROSION RESISTANT MATERIAL.14. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAINGROUND WIRES WITH (1) #2 AWG TIN-PLATED COPPERGROUND CONDUCTOR.15. GROUND CONDUCTORS USED IN THE FACILITY GROUNDAND LIGHTNING PROTECTION SYSTEMS SHALL NOT BEROUTED THROUGH METALLIC OBJECTS THAT FORM ARING AROUND THE CONDUCTOR, SUCH AS METALLICCONDUITS, METAL SUPPORT CLIPS OR SLEEVESTHROUGH WALLS OR FLOORS. WHEN IT IS REQUIREDTO BE HOUSED IN CONDUIT TO MEET CODEREQUIREMENTS OR LOCAL CONDITIONS. NONMETALLICMATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BEUSED. WHERE USE OF METAL CONDUIT ISUNAVOIDABLE (E.G. NON-METALLIX CONDUITPROHIBITED BY LOCAL CODE) THE GROUNDCONDUCTOR SHALL BE BONDED TO EACH END OF THEMETAL CONDUIT.NOTE: SEE DETAIL PAGES E-8TAND E-9T FOR MORE T-MOBILEGROUNDING INFORMATION FINISHEDGRADEHP LARGESSCGPSANTENNALPTANK APURAC24PPCBOTTOMJUNCTIONBOXALARMBOXICE BRIDGECANOPY, TYP.EXISTINGTOWER LEGHCS2.0JUNCTIONBOXAHLOAANTENNA PIPEGROUND WIRE(TYP. ALL PIPEMOUNTS)SECTOR GROUNDBAR, TYP.GROUNDWIRE, TYP.GROUND ROD,TYP.GROUNDRING136227A25444515199829383711A7A3137A42432434B4A330164312173AHLOAAHLOAAMOB AMOBGROUND TESTWELL WITHCONNECTION TOTOWER GROUNDRING, TYP.AHFIBAHFIBAHFIB6GROUND RING, #2 SOLID, TINNED BARE COPPER WIRECONSTRUCT RING FROM ONE CONTINUOUS PIECE.5/8" Ø X 10' COPPER CLAD GROUND RODSECTOR GROUND BAR (TYP. OF 1 PER SECTOR)MASTER GROUND BARLOWER TOWER COPPER GROUND BAR #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE 4BFROM LOWER TOWER GROUND BAR TO GROUND RING (2REQUIRED) #2 AWG GREEN STRANDED GROUND CU WIRE BONDDIRECTLY TO TOWER#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW MICROWAVE DISH TO LOWER TOWER GROUND BAR#6 AWG GREEN STRANDED GROUND CU WIRE FROM PPC/ ACPANELTO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM PPC TOGROUND RING#6 AWG GREEN STRANDED GROUND CU WIRE FROM STEELCUBE W/MODULES TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM STEELCUBE W/MODLES TO GROUND RING#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMNEW SSC TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEWSSC TO GROUND RING #2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWMETER TO EXISTING SITE WATER MAIN#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW RAC24 TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEWRAC 24 TO NEW GROUND RING#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWMODULE PLINTH TO NEW SECTOR GROUND BAR#2 AWG GREEN JACKETED GROUND CU WIRE FROM MASTERGROUND BAR TO EXISTING SITE WATER MAIN#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWSECTOR GROUND BAR TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEWSECTOR GROUND BAR TO NEW SECTOR GROUND BAR#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWBOTTOM JUNCTION BOX TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM NEWBOTTOM COVP TO GROUND RING#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW TOPCOVP TO NEW SECTOR GROUND BAR#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMNEW ANTENNA PIPE TO NEW SECTOR GROUND BAR#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMMETER SOCKET TO ISOLATED GROUND ROD#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMNEW GPS ANTENNA TO GROUND RING#6 AWG GREEN STRANDED GROUND CU WIRE FROM NEW GPSANTENNA TO MASTER GROUND BAREXISTING GROUND RING#6 AWG GREEN STRANDED GROUND CU WIRE FROM HYBRIDCABLE & MICROWAVE COAX CABLE TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM HYBRIDCABLE TO GROUND RINGEXISTING TOWER GROUND RING#6 AWG GREEN STRANDED CU GROUND WIRE FROM NEWCABLE LADDER TO MASTER GROUND BAR#2 AWG GREEN STRANDED COPPER GROUND WIRE FROMNEW ALARM BOX TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMNEW ALARM BOX TO GROUND RING#2 AWG GREEN STRANDED COPPER GROUND WIRE FROM ICEBRIDGE TO ICE BRIDGE POST#2 AWG GREEN STRANDED COPPER GROUND WIRE FROMFENCE TO FENCE POST#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMUTILITY POST TO GROUND RING #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMGROUND RING TO FENCE POST#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMGROUND RING TO ICE BRIDGE POST #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROMJUNCTION BOX TO GROUND RING#2 AWG GREEN STRANDED CU GROUND WIRE FROMJUNCTION BOX TO MASTER GROUND BAR#2 AWG GREEN STRANDED CU GROUND WIRE FROM SYSTEMMODULE PLINTH TO MASTER GROUND BAR#2 AWG GREEN STRANDED GROUND CU WIRE FROM UPPERTOWER GROUND BAR TO LOWER TOWER GROUND BAR#2 AWG GREEN STRANDED GROUND CU WIRE FROM GROUNDBAR TO GROUND BAR#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW SSCTO SSC PLINTH#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROMMASTER GROUND BAR TO GROUND RING#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMNEW LIGHT TO GROUND RING#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWNEW LIGHT TO MASTER GROUND BAR#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMSTEEL PLATFORM TO GROUND RING#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWSTEEL PLATFORM TO MASTER GROUND BAR#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW TMATO MASTER GROUND BARGROUND TEST WELL#2 AWG SOLID, TINNED BARE CU GROUND WIRE FROMUNISTRUT TO GROUND RING#2 AWG GREEN STRANDED GROUND CU WIRE FROMUNISTRUT TO MASTER GROUND BAR#6 AWG GREEN STRANDED CU GROUND WIRE FROM NEWSYSTEM MODULE PLINTH TO NEW SYSTEM MODULE#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMNEW BATTERY CABINET TO MASTER GROUND BAR#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWBATTERY CABINET TO BATTERY CABINET PLINTH#2 AWG SOLID, TINED BARE COPPER GROUND WIRE FROMNEW GROUND RING TO NEW TOWER GROUND RING#2 AWG GREEN STRANDED GROUND CU WIRE FROM NEWMASTER GROUND BAR TO NEW LADDER#2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROMNEW TOWER GROUND RING TO THE EXTENT OF LEASE AREA(RADIAL LEAD) TO GROUND RING#2 AWG SOLID , TINNED BARE COPPER GROUND WIRE FROMTOWER BASE PLATE TO GROUND RING; (4) REQUIRED#2 AGW SOLID, TINNED BARE COPPER GROUND WIRE FROMGENERATOR CABINET BUS BAR TO GROUND RING#2 AGW SOLID, TINNED BARE COPPER GROUND WIRE FROMEXOTHERMIC WELD ON THE TANK BASE TO ISOLATEDGROUND RODGROUNDING NOTES:1.) UNDERGROUND AND OVERHEAD UTILITY LENGTHS TO BE DETERMINED FROM SITE PLAN.2.) SEE ELECTRICAL SPECIFICATIONS SECTION 16000 FOR ALL ELECTRICAL AND GROUNDING INSTALLATION REQUIREMENTS.3.) FOR ORIENTATION OF SITE LAYOUT SEE SITE PLAN, DRAWING.4.) UDA CABINET FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR.5.) GROUND KITS PROVIDED BY OWNER SHALL BE RETROFITTED TO ACCOMMODATE 2 HOLE LUG CONNECTION AND APPROPRIATE LENGTH.6.) CONTRACTOR RESPONSIBLE TO PROVIDE OWNER CERTIFICATION OF RESISTIVELY TESTING.7.) GROUND RODS TO BE INSTALLED AT 10' CENTERS.8.) ALL GROUND LEADS TO BE SLEEVE IN 34" Ø SCHEDULE 40 PVC CONDUIT AND SEALED W/ SILICON.9.) GROUND BAR SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR.10.) ALL BENDS IN GROUNDING SYSTEM MUST BE SMOOTH AND WELL ROUNDED AND MAINTAIN BENDING RADIUS.11.) SEE SITE PLAN FOR COAXIAL ROUTING THIS SHEET IS INTENDED FOR GROUNDING CLARITY ONLY AND IS SCHEMATIC IN DETAIL..12.) GROUND KITS SHALL BE INSTALLED BETWEEN 8"-18" OF ALL CONNECTORS.13.) TOWER FOUNDATION DESIGN BY OWNER, INSTALLED BY CONTRACTOR.14.) ADDITIONAL GROUND KITS TO BE PLACED AT 100' WHEN ANTENNA CENTERLINE IS 200' OR ABOVE.15.) ALL CONDUITS TO BE SEALED W/ SILICONE TO PROVIDE A WATER TIGHT SEAL.12344A4B5677A88A99A101111A12131414A1515A1617181919A202121A22232424A2525A262727A2828A293030A31323333A3434A35363737A383939A404142434445This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 11:00am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-8TTYPICAL T-MOBILE GROUNDINGRISERLHB JLF SCALE: NTSTYPICAL GROUNDING DIAGRAM1LEGEND:EXISTING GROUND CABLEPROPOSED GROUND CABLEMECHANICAL CONNECTIONEXOTHERMIC CONNECTIONGROUND RODGROUND TEST WELLGROUNDING NOTES:1. CONTRACTOR TO ENSURE PROPER SEQUENCING OF GROUNDING AND UNDERGROUND CONDUIT INSTALLATION TO PREVENT ANY LOSS OF CONTINUITY INTHE GROUNDING SYSTEM AND/OR DAMAGE TO THE CONDUIT.2. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER UNLESS NOTED OTHERWISE.3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).4. ALL GROUND CONNECTIONS ABOVE GRADE AND/OR INTERIOR SHALL BE COMPRESSION TYPE, TWO-HOLE LUGS OR DOUBLE-CRIMP “C” TAPS.5. CONTACT AREAS WHERE CONNECTIONS ARE MADE SHALL BE PREPARED TO A BARE BRIGHT FINISH AND COATED WITH AN ANTI-OXIDATION MATERIALBEFORE CONNECTIONS ARE MADE.6. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS.7. WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL SURFACES, PAINT SHALL BE REMOVED TO BEAR METAL TO ENSURE PROPER CONTACTAND RESTORED/PAINTED TO ORIGINAL FINISH.8. GROUND DEPTH SHALL BE 30" MINIMUM BELOW FINISHED GRADE, OR 6" BELOW FROST LINE, WHICHEVER IS GREATER. This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 11:00am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-9TTYPICAL T-MOBILE EQUIPMENTGROUNDING ELEVATIONLHB JLFSCALE: NTSTYPICAL T-MOBILE EQUIPMENT GROUNDING ELEVATION1 TYPE NCTHROUGH AND TAP CABLES TOGROUND RODTYPE GYTHROUGH CABLE TO SIDE OFGROUND RODTYPE TATEE OF HORIZONTAL RUN ANDTAP CABLESTYPE PCPARALLEL TAP CABLESTYPE GRCABLE TAP TO TOP OFGROUND RODTYPE WTHROUGH VERTICAL CABLE TOVERTICAL STEEL SURFACE ORTO THE SIDE OF EITHERHORIZONTAL OR VERTICALPIPETYPE XBCROSS OF HORIZONTALCABLES. LAPPED AND NOT CUT.TYPE PT (PARALLEL HORIZ. COND.)PARALLEL THROUGH CONNECTIONOF HORIZONTAL CABLESTYPE VS (VERT. STEEL SURFACE)CABLE TAP DOWN AT 45° TO VERTICALSTEEL SURFACE INCLUDING PIPETYPE HS (HORIZ. STEEL SURFACE)TO FLAT STEEL SURFACEOR HORIZONTAL PIPETYPE GT (THROUGH CABLE TO GROUND ROD)THROUGH CABLE TO TOP OF GROUND RODTYPE YA-2 (COPPER LUGS)TWO HOLE- LONG BARREL LENGTHTYPE 2-YA-2 (BOND JUMPER)FIELD FABRICATED GREENSTRANDED INSULATEDTYPE VS (VERTICAL PIPE)CABLE TAP DOWN AT 45° TORANGE OF VERTICAL PIPESTYPE LJ (FLAT BUSBAR)TAP OF HORIZONTAL CABLE TOEDGE OF HORIZONTALFINISHEDGRADE42" MIN. OR6" BELOWFROST LINE15'-0" MAX.MAX.2'-0"10" Ø x 42" DEEP INSPECTIONWELL (HARGER #360-P-42 ORAPPROVED EQUAL)CADWELDCONNECTION(TYPE-GT)GROUND RODCOPPERWELD58" Ø x 10'-0"LONG (MIN.)#2AWG SOLID TNND BARECU. WIRE CADWELDCONNECTION TOGROUND ROD58" Ø x 10'-0" LONG COPPERCLAD GROUND RODCADWELD CONNECTION(TYPE-NC)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX X4'-0"CHAINLINK FENCEBARBED WIREFINISHED GRADECADWELD CONNECTION (TYPE-VS)#2 BARE SOLID COPPER CABLECADWELD CONNECTION (TYPE-PC)CADWELD CONNECTION (TYPE-NC)EQUIPMENT GROUNDRING, #2 AWG SOLID TNNDBARE CU. WIRE34" DIA. x 10'-0" LONG COPPERGROUND ROD SPACED @ 10'-0"MIN. (15'-0" MAX.). CADWELDCONNECTION TO GROUNDRINGCADWELD CONNECTION (TYPE-PC)This document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 11:00am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-10COMPOUND GROUNDINGDETAILSLHB JLFSCALE: NTSINSPECTION WELL & GROUND ROD DETAIL1SCALE: NTSFENCE CORNER POST GROUNDING DETAIL2SCALE: NTSTYPICAL CADWELD TYPES DETAIL3 FINISHED GRADE4'-0"GATE POSTFENCE POST14" THK. 2 HOLE STAINLESSSTEEL LUG SCREWED TOFENCE POSTCADWELDCONNECTION(TYPE-VS)14 GA. BRAIDED TINNEDCOPPER STRAPCADWELDCONNECTION(TYPE -TA)EQUIPMENT GROUNDRING, #2 AWG SOLIDTNND BARE CU. WIRE8" MIN. RADIUSNOTES:1. ALL MOUNTING HARDWARE CAN BE USED ON 6", 12", 18",ETC. GROUND BARS.2. ENTIRE ASSEMBLY AVAILABLE FROM NEWTON INSTRUMENTCO. CAT. NO. 2106060010 OR AS HARGER TGBI14420M.LEGEND1. TINNED COPPER GROUND BAR, 14" x 4" x 20", NEWTON CO., HARGER TGBI14420M,OR EQUIVALENT. HOLE CENTERS TO MATCH NEMA DOUBLE LUGCONFIGURATION.2. INSULATORS. INSTRUMENT CO. CAT. NO. 3061-4 OR HARGER EQUIVALENT.3.58" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT.4. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 ORHARGER EQUIVALENT.5.58" x 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR HARGEREQUIVALENT.21543716"1"34"2"FINISHED GRADE1'-0" 4'-0"EXISTING UTILITY RACKMETER BANKEXISTING METER34" DIAMETER FLEX CONDUITTO HOUSE GROUND FROMMETER#2 BARE SOLID COPPER CABLEFROM METER TO INDEPENDENTGROUND ROD8" MINIMUM RADIUSCADWELDCONNECTION(TYPE-GR)COPPER CLAD STEEL GROUNDROD - 34" x 10' LONG MIN.- 10'-0" MIN. O.C., 20'-0" MAX.- CADWELD CONNECTION- DRIVEN AT LEAST 9'-6" DEEPCOLD SHRINKORAPPROVEDEQUALLABELBUTT CONDUCTOR INSULATIONUP AGAINST THE CONDUCTORBARRELINSPECTION WINDOW REQUIREDFOR ALL INTERIOR TWO-HOLECONNECTORSEXTERNAL TOOTHED3/8" Ø x 1-1/2"S/S NUTS/S LOCK WASHERS/S FLAT WASHERAPPLY NO-OXS/S FLAT WASHERS/S BOLT (1 OF 2)TINNED COPPERGROUNDING BARGROUND BARCOLD SHRINKORAPPROVEDEQUALS/S FLAT WASHER, TYP.S/S BOLT, TYP.CHERRY INSULATORINSTALLED IF REQUIRED PERSPRINT SPECIFICATIONSS/S SPLIT WASHER, TYP.S/S NUT, TYP.S/S FLAT WASHER, TYP.NOTE: MINIMUM OF (3)THREADS TO BEVISIBLE, TYP.TIN COATED-SOLID COPPERBUSS BAR PER SPRINTSPECIFICATIONS2-HOLE, LONG BARRELTINNED SOLID COPPERLUG, TYP.#6 AWG FROMANTENNA CABLEGROUND KITGROUND BAR TO BEMOUNTED ON WALLOR ON ANTENNATOWERTINNED, SOLIDCOPPER BUSS BAR,HARGER TGBI14420MGROUND BAR OREQUIVALENTTWO HOLE LUG, TO BEUSED TO CONNECT TOGROUND SYSTEMNOTE:CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) OREQUIVALENT ON ALL LUG CONNECTIONSThis document contains confidential or proprietary information of Ramaker & Associates, Inc. Neither this document nor the information herein is to be reproduced, distributed, used or disclosed either in whole or in part except as authorized by Ramaker and Associates, Inc. Copyright - Ramaker & Associates, Inc. - All Rights ReservedDRAWN BY:CHECKED BY:CI:\54300\54385\CAD\54385 US-CO-5086_RevF_CDs_02.08.2023.dwg Printed by: djames on Mar 09, 2023 - 11:00am &ertification & 6eal :SHEETNUMBERPROJECTNUMBERISSUEPHASEDATEISSUEDMARK DATESCALE: NONESHEET TITLE:PROJECT TITLE:PROJECT INFORMATION:2023 DESCRIPTION54385US-CO-5086 / DN01948B1510 FOREST SERVICE ROAD 300GLENWOOD SPRINGS, CO 81601GARFIELD COUNTYPRELIMINARY03/22/2022GLENWOOD SPRINGS, CO A03/29/22 ADD RFDSB 07/26/22 REVISED PER CLIENT REDLINESC 08/03/22 REVISED PER CLIENT REDLINESD 08/22/22 REVISED PER CLIENT REDLINESE 11/14/22 REVISED PER CLIENT REDLINESF 03/09/23 REVISED PER UPDATED RFDSE-11COMPOUND GROUNDINGDETAILSLHB JLFSCALE: NTSGATE POST GROUNDING DETAIL1SCALE: NTSTYPICAL GROUND BAR DETAIL2SCALE: NTSSERVICE ENTRANCE GROUNDING6SCALE: NTSMECHANICAL GROUND CONNECTION3SCALE: NTSSTANDARD GROUND BAR DETAIL4SCALE: NTSGROUND BAR DETAIL5NOTES:1. ALL HARDWARE 18-8STAINLESS STEELINCLUDING SPLITWASHERS.2. COAT WIRE END WITHANTI-OXIDATIONCOMPOUND PRIOR TOINSERTION INTO LUGBARREL & CRIMPING.3. APPLYANTI-OXIDATIONCOMPOUND BETWEENALL LUGS & BUSSBARS PRIOR TOMATING & BOLTING.