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HomeMy WebLinkAbout1.15 Plans~ 1~(10(1~ .. PLANS PREPARED BY: SITE NAME: RIFLE RULISON PROJECT DESCRIPTION: PROPOSED TELECOMMUNICATIONS I \1 FACILITY ATLAS ;..(I TOWER TYPE: 120' SELF-SUPPORT SITE NAME: .. .,, ~ SITE ADDRESS: XXX COUNTY ROAD 321 RIFLE RULISON ~ (E911 ADDRESS TBD) RIFLE, CO 81650 =-~ 1"119 R. ~ (GARFIELD COUNTY) ~ .. ZONING JURISDICTION: GARFIELD COUNTY .... TOWER ENGINEERING PROFESSIONALS PARCEL NUMBER: 217 5-241-()0-032 USA • INTERNATIONAL XXX COUNTY ROAD 321 3703 JUNCTION BOULEVARD AREA OF CONSTRUCTION: 3600 :t SQ. FT. (0.0826 ACRE) RALEIGH, NC 27603-5263 (LEASE AREA) RIFLE, CO 81650 OFFICE: (919) 661-6351 PRESENT <> ~ www.tepgroup.net OCCUPANCY TYPE: OPEN FIELD W1Blue, Inc. (GARFIELD COUNTY) LEGAL DESCRIPTION: SEC. 19, TOWN. 6 SOUTH, RANGE 93 WEST, PART OF LOT 1 - PROJECT INFORMATION G 12-10-13 CONSTRUCTION 5 11-15-13 CONSTRUCTION LATITUDE N 39° 30' 56.143" (NAO '83) * CONSTRUCTION OF A TELECOMMUNICATION FACILITY, CONSISTING OF ANTENNAS 4 10-22-13 CONSTRUCTION '® ALL WORK AND MATERIALS SHALL BE PERFORMEO AND INSTALLED IN LONGITUDE w 107° 49' 39.718" (NAO '83) * CALL FOR UNDERGROUND ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES & ASSOCIATED APPURTENANCES ON A PROPOSED SELF-SUPPORT TOWER, UTILITIES PRIOR TO DIGGING AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE FENCED COMPOUND, ACCESS ROAD, LANDSCAPING & SERVICE EQUIPMENT FOR 3 10-18-13 f'RELIMINARY GROUND ELEVATION= 5687.70' (NAVO '88) * PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE FUTURE CARRIERS. NO WATER OR SEWER IS REQUIRED. (800) 922-1987 LATEST EDITIONS OF THE FOLLOWING: 2 10-30-12 f'RELIMINARY 1. FACILITY DESIGNED IN ACCORDANCE WITH GARFIELD COUNTY REGULATIONS. EMERGENCY: 1. INTERNATIONAL BUILOING COOE 4. NATIONAL ELECTRIC CODE 2. THIS IS AN UNMANNED FACILITY WHICH WILL NOT REQUIRE ANY WATER OR I 07-20-12 f'RELIMINARY (2009 EDITION) (2008 EDITION, COLORADO SEWER FACILITIES. CALL911 2. INTERNATIONAL CODE COUNCIL ADMINISTRATIVE CODE) 3. TRAFFIC WILL CONSIST ONLY OF MAINTENANCE PERSONNEL, VISITING THE SITE • INFORMATION PROVIDED BY A 1A BY DAVID 3. ANSVTIAIEIA·222.f' 5. LOCAL BUILDING CODE APPROXJMA TELY TWICE A MONTH. 0 05-29-12 f'RELIMINARY CLAUSEN LAND SURVEYING MARCH, 6 2012 Knowwllal's below. 8. CITY/COUNTY ORDINANCES REV DATE ISSUED FOR: cal befoee WoMllg. CODE COMPLIANCE PROJECT DESCRIPTION & NOTES TOWER COORDINATES I DRAWN BY: I CHECKED BY: NMCI Df'J SITE CONSTRUCTION MANAGER: UTILITIES: SHEET DESCRIPTION REV SEAL: ~ NAME: WiBLUE, INC. POWER COMPANY: HOLY CROSS ENERGY T1 TITLE SHEET 6 ~) CONTACT: TIERNYROWE CONTACT: JEFF FRANKE N1 GENERAL NOTES 4 ~o~ PHONE: (303) 448~896 PHONE: ~80~ 895-4999 C1A PROPERTY PLAN 5 METER#: 42 3 SITE APPLICANT: POLE LOCATION: 1670' DIRECT, 2040' ALONG ROW C18 SITE PLAN 6 ~ca ~e ~ ... "l.~ C2 TOWER ELEVATON 4 '1.~ "~-·" ---,7 ~\ NAME: ATLAS TOWER USA, LLC TELEPHONE COMPANY: CENTURY LINK C3 COMPOUND DETAIL 4 ADDRESS: 4450 ARAPAHOE AVE, SUITE 100 CONTACT: CUSTOMER SERVICE C4 FENCE DETAILS 4 ~~~~~ l! CITY, STATE, ZIP: BOULDER6 CO 80303 PHONE: ~8/.i7~ 395.9493 CONTACT: TIERNY R WE PEDESTAL#: cs SOIL & EROSION CONTROL PLAN 4 c::?' r 6' I 7 PHONE: (303) 448~896 LOCATION: 1670' DIRECT, 2040' ALONG ROW C6 DRIVEWAY DETAILS 4 J';;r--·~~ E1 ELECTRICAL NOTES 4 ~1y~, ( ORIGINAL SURVEYOR: E2 POWER PLAN 4 NAME: DAVID CLAUSEN LAND SURVEYING E3 TOWER GROUNDING PLAN 4 IONA\..~fa ADDRESS: 6100 CRESTONE ST E4 GROUNDING DETAILS 4 CITY, STATE, ZIP: GOLDEN, CO 80403 E5 GROUNDING DETAILS 4 -- CONTACT: DAVID M. CLAUSEN, PLS <Decem6er 10, 2013 - r PHONE: (720) 299-4565 SEAL: ~ CIVIL ENGINEER: I ~ ~ ·:---NAME: TOWER ENGINEERING PROFESSIONALS ...... ADDRESS: 5545 W 56TH STREET, UNIT E CITY, STATE, ZIP: ARVADA, CO 80002 ~ CONTACT: NICHOLAS M. CONSTANTINE, P.E. CR1 PHONE: (518) 852-1175 ~ ELECTRICAL ENGINEER: NAME: TOWER ENGINEERING PROFESSIONALS ' LOCATION MAP @ ADDRESS: 5545 W 56TH STREET, UNIT E CITY, STATE, ZIP: ARVADA, CO 80002 CONTACT: NICHOLAS M. CONSTANTINE, P.E. PHONE: (518) 852-1175 FROM RIFLE, CO HEAD SOUTH ON C0·13 S/ RAILROAD AVE. TOWARD W 8TH ST. CONTINUE TO FOLLOW C0·13 S. AT THE TRAFFIC CIRCLE, TAKE THE 1ST EXIT ONTO PROPERTY OWNER: TAUGHENBAUGH BLVD. TURN RIGHT ONTO 7TH STREETS. CONTINUE ONTO CO RD 320/ GARDEN LANE. TURN RIGHT ONTO CO RD 320. CONTINUE ONTO CO RD 321. AFTER NAME: JANN ERTL APPROXIMATELY 1.8 MILES THE ACCESS ROAD TO THE SITE SHOULD BE ON YOUR ADDRESS: 1130 FRANCIS ST RIGHT. CITY, STATE, ZIP: LONGMONT, CO 80501 CONTACT: JANN ERTL SHEET NUMBER: REVISION: PHONE: UNKNOWN T-1 6 DRIVING DIRECTIONS CONTACT INFORMATION INDEX OF SHEETS TEP #: 121264 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com GENERAL NOTES: 1. ALL REFERENCES TO OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED ATLAS TOWER USA, LLC, OR ITS DESIGNATED REPRESENTATIVE. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE OF COLORADO. 3. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ANSl/TIA/EIA-222-F, 1996, FOR A 85 FASTEST MILE GUST WIND LOAD. THIS CONFORMS TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION. STRUCTURE IS LOCATED IN LARIMER COUNTY, A SPECIAL WIND AND ICE REGION. MANUFACTURER SHALL CONFIRM WIND AND ICE LOADING. 4. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2009 EDITION. 5. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, ANO TO THE PROCEDURES TO BE USED ON THIS PROJECT. 6. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND IT'S COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MA TERI AL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 8. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTURCTION WORK ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATIONS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISES AND DIRECT THE WORK AND SHALL BE SOLEY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE PROCEDURES. 9. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAUL TS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY ANO ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUSTITUTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STA TE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 12. BILL OF MATERIALS AND PART NUMBERS LISTED ON CONSTRUCTION DRAWINGS ARE INTENDED TO AID CONTRACTOR. CONTRACTOR SHALL VERIFY PARTS AND QUANTITIES WITH MANUFACTURER PRIOR TO BIDDING AND/OR ORDERING MATERIALS. 13. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 14. 24 HOURS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER. 15. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUBGRADE IN IT PRESENT STATE. AFTER REWORKING, IF THE MATERIAL REMAINS UNSUITABLE, THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVED MATERIAL. ALL SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING. ANY SOFTER MATERIAL SHALL BE REWORKED OR REPLACED. 16. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL PIPES, DITCHES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION. 17. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE. 18. ALL BUILDING DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DESCREPANCEIES ARE DISCOVERED. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. STRUCTURAL STEEL NOTES: 1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATION FOR MANUAL OF STEEL CONSTRUCTION, 13TH EDITION. 2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: A. STRUCTURAL STEEL, ASTM DESIGNATION A36 OR A992. B. ALL BOLTS, ASTM A325 TYPE I GALVANIZED HIGH STRENGTH BOLTS. C. ALL NUTS, ASTM A563 CARBON AND ALLOY STEEL NUTS. D. ALL WASHERS, ASTM F436 HARDENED STEEL WASHERS. 3. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH AISC SPECIFICATION FOR MANUAL OF STEEL CONSTRUCTION, LRFD, 3RO EDITION. 4. HOLES SHALL NOT BE FLAME CUT THRU STEEL UNLESS APPROVED BY THE ENGINEER. 5. HOT-DIP GALVANIZE ALL ITEMS ULESS OTHERWISE NOTED, AFTER FABRICATION WHERE PRACTICABLE. GALVANIZING: ASTM A123, ASTM, A153/A153M OR ASTM A653/A653M, G90, AS APPLICABLE. 6. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MA TERI AL IS APPLIED, WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS IN STICK OR PASTED; SPREAD MOL TEN MA TERI AL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. 7. A NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL PROPOSED AND/OR REPLACED BOLTS. 8. ALL PROPOSED AN/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXCLUDE THE THREADS FROM THE SHEAR PLANE. 9. ALL PROPOSED AND /OR REPLACED SOL TS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE BOLT BE AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE SOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED. 10. ALL ASSEMBLY AND ANCHOR BOLTS ARE TO BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN SECTION 8.1 OF THE AISC, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS'', DA TED JUNE 30, 2004. 11. FLAT WASHERS ARE TO BE INSTALLED WITH BOLTS OVER SLOTTED HOLES. 12. DO NOT OVER TORQUE ASSEMBLY BOLTS. GALVANIZING ON BOLTS, NUTS, AND STEEL PARTS ;MAY ACT AS A LUBRICANT, THUS OVER TIGHTENING MAY OCCUR AND MAY CAUSE BOLTS TO CRACK AND SNAP OFF. 13. PAL NUTS ARE TO BE INSTALLED AFTER NUTS ARE TIGHT AND WITH EDGE LIP OUT. PAL NUTS ARE NOT REQUIRED WHEN SELF-LOCKING NUTS ARE PROVIDED. 14. GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED. PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE. CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: w~31nc. Office: (8B8) 609-9596 PLANS PREPAILAS T~WER 4450 Arop~o~~ Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED B~ SEAL: l ~ j (>~ TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603·5263 OFFICE: (919) 661-S351 www.lepgroup.net 0(7'CYB'E~22, 2013 4 10-22-13 CONSTRUCTION 3 10-18-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: AH5 I CHECKED BY: SHEET TITLE: GENERAL NOTES SHEET NUMBER: REVISION: 4 NMCI N-1 TEP #: I 2 12G4 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com / / I // PROJECT INFORMATION: // I © // RIFLE RULISON // I ' // I // 0 XXX COUNTY ROAD 321 // I 1--____ // RIFLE, CO 81650 ----~~/ I © (GARFIELD COUNTY) --I -------------I PLANS PREPARED FOR: --------------I 5 w~31nc. ---------------p INTERSTATE 70 ---------.L ________ --------------~ (ROW WIDTH VARIES) ~-;,--------<D--Office: (888) 609-9596 = -----II ~~0 PLANS PREPATLAS ( 0 I ,.,._ ~.., I ""' ~ I I T~WER I ~' I I I 4450 ArapO'hoE;'A'~ Suite 100 I I Boulder, CO 80303 I I '"" Office: (888) 609-9596 I J I / 0 PLANS PREPARED BY: _L---_/ ---© g__ ~ 0 " ~ ~~; w -- (_;.--~{ff ' ,,, ------------------------·~,;, TOWER ENGINEERING PROFESSIONALS TI' I -----------------r--------------+-------3703 JUNCTION BOULEVARD ~ ~ n I RALEIGH, NC 27603-5263 !I I !i I 0 I OFFICE: (919) 661-6351 0 tt I 0 I I www.tepgroop.net " © I I I H I I II I PROPERTY INFORMATION (CONT.) SEAL: # 0 II I I I Ii PROPERTY INFORMATION !i I NIF i" NO. TAX MAP# LAND USE ZONING i -----PROPERTY OWNER ~~OOUct.t, i NIF I 0 CLOUGH SHEEP ~ NO. TAX MAP# PROPERTY OWNER PAGE ZONING I 2175-134-00-016 IOACTOU1'35AC RURAL ! 0 COMPANY, LLC 0 i ® dl7, 2175-241-00-032 ERTL, JANN IRRIGATED LAND RURAL ! 2175-242-00-028 CLOUGH SHEEP 35 AC TO UT RURAL ~ AGRICULTURAL ! COMPANY, LLC lOOAC d !>< © EXEMPT-! 0 I' A CANT RESOURCE .~ -:~ 2177-191-00-133 RIFLE, CITY OF POLITICAL SD RURAL ' rt) 2175-133-02-006 WESTERN SLOPE RECJ'LCL/NG COMMERCIAL LOT LANDS ~ "' © ALLEMAN NICHOLAS 35ACTOUT ,,.-- ---=-=-r--------© CLOUG/J SHEEP IRRIGATED LAND ~ ~ 2177-191-00-316 -------2175-I33-00-0/3 CAlllPBELL LLC IOOAC RURAL I COMPANY, LLC GRAZING LAND RURAL -S10NM.~~ I I 0 BUREAU OF LAND EXEMPT PUBLIC 0 I I I 0 0 UMETCO MINERALS VACANT 2177-193-00-958 2177-183-00-315 RURAL MANAGEMENT FEDERAL LAND LANDS I I I CORPORATION INDUSTIAL LOTS 7'fovem6er 15, 2013 © 2177-191-00-135 SQUIRES, JESSE WADE FARM/RANCH RURAL I I L __ l ___ © 2177-184-00-314 CITY OF RIFLE EXEMPT-CITY & BE1TYJEAN RESIDENCE I I 0 POLITICAL SD ZONING 5 11-15-13 CONSTRUCTION 0 2177-I92-00-490 NEW RIFLE HOLDINGS LLC IRRIGATED LAND RURAL I 0 I I 0 2177-191-00-499 MEYER, JUDITH K & JAMES M FARM I RANCH RURAL 4 10-22-13 CONSTRUCTION AGRICULTURAL I I I RESIDENCE REV DATE ISSUED FOR: © 2177-192-00-492 COOMBS, ROY & RHONDA SINGLE FAMILY RURAL I I I 0 2177-192-00-214 MARSll, RUSSELL C JR & FARM/RANCH RURAL RESIDENCE I I I CATllY MARIE RESIDENCE I DRAWN BY: AHS I CHECKED BY: NMCI 0 I 0 2177-192-00-491 COOMBS, ROY & RHONDA I ACTOUT5AC RURAL I I 2177-193-00-278 11/ll, RYAN E SINGLE FA/II/LY RURAL I I I RESIDENCE SHEET TITLE: 0 2I77-/93-00-139 ESTES, ARTllUR J & SllELIA R SINGLE FA/If/LY RURAL I I I 0 2177-193-00-140 BABCOCK, DALE & SHERRY SINGLE FAMILY RURAL RESIDENCE I I I RESIDENCE 0 2I 75-241-00-03/ JOHN STUART IRRIGATED LAND RURAL I I I 0 2177-193-00-141 KNAUS, GARY DALLAS IRRIGATED LANDS RURAL PROPERTY PLAN DOWNING FAMILJ' LLLP AGRICULTURAL _____ _L_ _J_ J AGRICULTURAL © BUREAU OF LAND EXE/II PT PUBLIC 0 -----______ T ___ 0 LAWSON, DAl'ID W& SINGLE FAl\f/LJ' 2175-241-00-964 2177-201-00-018 RURAL MANAGEMENT FEDERAL LAND LANDS I SHIRLEJ' B RESIDENCE SHEET NUMBER: REVISION: PROPERTY PLAN 0 600 1200 C-1A 5 SCALE: 1" = 600' SCALE IN FEET TEP #: 1212G4 ~~~~~~~~~~~~~~~~~~~~~-~~------~~~~~~~----------------1---------------------------­ , ' ' ' ' ' ' ............ ........ ........ ' \ \ \ \ \ \ \ I I I \ ' ' ' N/F JANN ERTL PARCEL I: 2f75-24t-oo-o:J2 RECEPTION I: 70578 A PARCEL OF LAND FOR THE PURPOSE OF A TELECOMMUNICATIONS EQUIPMENT LEASE AREA, SITUATE WITHIN THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 6 SOUTH, RANGE 94 WEST, 6TH PRINCIPAL MERIDIAN, AND COMPRISING A PORTION OF THAT CERTAIN TRACT OF LANO DESCRIBED IN WARRANTY DEED RECORDED AUGUST 31, 2006 AT RECEPTION NO. 70578, RECORDS OF GARFIELD COUNTY, COLORADO, SAID LEASE PARCEL BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT 3" ALUMINUM CAP STAMPED "PLS 31143, 2002" FOUND FOR THE NORTH 1/16TH CORNER COMMON TO SECTIONS 24 AND 19; FROM WHICH POINT THE EAST 1/4 CORNER OF SAID SECTION 24 BEARS, S 00'23'32" E, A DISTANCE OF 1324.50 FEET; THENCE, N 31'22'23" W. A DISTANCE OF 242.78 FEET TO THE SOUTHEAST CORNER AND POINT OF BEGINNING OF THE LEASE PARCEL HEREIN DESCRIBED; THENCE, N 79'1S'41" W, A DISTANCE OF 60.00 FEET TO THE SOUTHWEST CORNER; THENCE, N 10'44'19" E, A DISTANCE OF 60.00 FEET TO THE NORTHWEST CORNER; THENCE. S 79'1S'41" E. A DISTANCE OF 60.00 FEET TO THE NORTHEAST CORNER; THENCE. S 10'44'19" W, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 3,600 SQUARE FEET. 111 11 PROPOSED 120' SELF ,l I) I I SECTION f 9, TOWNSHIP 6 S, RANCE 94 W . LEGEND . PART OF LOT f ~================================~ SUPPORT TOWER BY ATLAS. SEE SHEET C-2 FOR ELEVATION. h PROPOSED 60'x60' ATLAS ~ TOWER LEASE AREA. ,....-----+ EXISTING GAS PIPELINES :;i PROPOSED 59'xS9' ATLAS APPROXIMATE LOCATION ~ / ·; ~ ~9? ::: COMPOUND. SEE DETAILS ON PROVIDED BY EN CANA , / 1),.,.,<:> 111 SHEET C-3. CORP. PARENT PROPERTY LINE --------ADJACENT PROPERTY LINE ~ EXIST. ELECTRIC METER ~· / I Si OWNED BY ENCANA CORP. ',,, ' '~,.<:> 10o'bL=-===='0Hw:-=-===-==-CONSTRUCTION SCHEDULE: ~-=~-~~-~-~~~~~~-~-~~-~~-~-~~-~~~~~~~~~~~~~~~~~~~~-----ACCESS ROAD INSTA~ATION (~Ml~±): (4) DAYS " ' SITE STABILIZATION/GRADING/SOIL EROSION & <"Q.., EXIST. UTILITY POLE >-- -:,'/" . i CONTROL INSTALLATION: (1) DAY EXISITING GAS PIPELINES. f 1 : TOWER/SHELTER FOUNDATION (!) EXIST. TELCO PEDESTAL Ii!!!> EXIST. TRANSFORMER @ PROPERTY CORNER e LEASE CORNER / EXIST. CONTOUR LINE EDGE OF PAVEMENT ----OHW---OVERHEAD WIRE ---R/W---RIGHT-OF-WAY --X --CHAIN LINK FENCE I I BUILDING SETBACKS I PROP LINE REQUIRED PROPOSED FRONT •so· 148.S'± SIDE •so· 1071'± REAR •2s· 247'± 1 ~ SITE PLAN SCALE: 1" = 300' APPROXIMATE LOCAT~ 1 ! INSTALLATION/GROUNDING SYSTEM INSTALLATION: (5) DAYS PROVIDED BY ULOC. \ ~ STACKING TOWER (100'-1SO'): (3) DAYS \ \ HANGING ANTENNAS/COAX: (2) DAYS GRAVEL/FENCE INSTALLATION: (1) DAY EXISTING UNDERGROUND GAS LINES. CONTRACTOR 11 TO VERIFY LOCATION PRIOR TO STARTING CONSTRUCTION i j>- PROPOSED 20' WIDE UTILITY ! ! EASEMENT BY ATLAS~ .. TOTAL CONSTRUCTION TIME (MULTIPLE MOBILIZATIONS/SEPARATE CREWS: (4-S) WEEKS EXISTING 8' WIDE ACCESS ! \> ROAD TO BE UTILIZED BY I ATLAS. 11 II I EXISTING FENCE LINE.~ \ r SE t/4 NE f/4 "ii NOTES: 1. THE BASIS OF THE MERIDIANS AND COORDINATES FOR THIS PLAT IS THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (COSPCS NAO 83). 2. VERTICAL INFORMATION SHOWN, BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 {NAVO '88) IN FEET. 3. ALL DISTANCES ARE GROUND UNLESS OTHERWISE NOTED. 4. PREFERRED UTILITY ROUTE TO UTILIZE EXISTING EASEMENT ON ADJACENT PROPERTY, TO MINIMIZE IMPACT OF CONSTRUCTION. IF ROUTE CANNOT BE SECURED THEN THE UTILITIES WILL BE RUN ALONG EXISTING ACCESS ROAD ON THE PARENT PROPERTY WITHIN THE PROPOSED 20' WIDE EASEMENT. ROUTING METHOD TO BE DETERMINED BY HOLY CROSS ENERGY. S. EXISTING GAS PIPELINES ARE SHOWN IN APPROXIMATE LOCATION BASED ON INFORMATION PROVIDED TO TEP BY ULOC AND THE ENCANA CORPORATION. 0 300 SCALE IN FEET ------- 600 PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 816SO (GARFIELD COUNTY) PLANS PREPARED FOR: w131nc. Office: (888) 609-9S96 PLANS PREPARED FOR: ATLAS T~WER 4450 Arapahoe Ave, Suite 100 Boulder, CO 80303 Office: (888) 609-9S96 PLANS PREPARED BY: SEAL: TOWER ENGINEERING PROFESSIONAl.S 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 66Hl351 www.lepgroup.net <Dtcem6er 10, 2013 G 12-10-13 CONSTRUCTION s 11-1 S-13 CONSTRUCTION REV DATE ISSUED FOR: I DRAWN BY: Dl'J I CHECKED BY: NMCI SHEET TITLE: SITE PLAN SHEET NUMBER: REVISION: 6 C-18 TEP #: I 2 I 264 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com v #2 CONDUCTOR WITH EXOTHERMIC / CONNECTIONS BONDING THE TOWER TO THE EARTH GROUND RING ~~;~ #2 CONDUCTOR WITH EXOTHERMIC .,P'··~ -2L #2 CONDUCTOR WITH EXOTHERMIC CONNECTIONS BONDING J-BO~ CONNECTIONS BONDING THE TO THE EARTH GROUND RING REBAR MESH / CAGE TO THE REBAR MESH /CAGE~ ~:::::TffiOUNO RING TOWER STEEL GROUNDING -METHOD 1 SCALE: N. T.S. ,.-------STEEL LEG BASE ~--EXOTHERMIC WELD OR APPROVED UNDERGROUND COMPRESSION CONNECTION TO LEG OR BASE (PER MANUFACTURER SPECS}. #2 SOLID CONDUCTOR ROUTED AT 45' ANGLE IN PVC AND BONDED TO TOWER GROUND RING USING EXOTHERMIC WELD OR APPROVED UNDERGROUND COMPRESSION CONNECTION. TOWER GROUNDING -METHOD 1 SCALE: N. T.S. ~TOWER #2 CONDUCTOR WITH EXOTHERMIC ~CONNECTIONS BONDING THE TOWER ~ TO THE EARTH GROUND RING PREFABRICATED REBAR GROUNDING M~ ASSEMBLY WITH #2 CONDUCTOR 6 · , J SECURELY FASTENED WITH WIRE _/~"-----/.p-~ /,~ TIES OR WELDED TO J-BOLT~/~ ~-?1/~ ~ ~f -v--V -----PREFABRICATED REBAR GROUNDING · ASSEMBLY WITH #2 CONDUCTOR l I' SECURELY FASTENED WITH WIRE TIES ~ 1. OR WELDED TO REBAR MESH / CAGE ~ REBAR MESH / CAGE------~ J-BOLT TOWER STEEL GROUNDING -METHOD 2 SCALE: N. T. S. ----EXOTHERMIC WELD OR APPROVED UNDERGROUND COMPRES~ON CONNECTION TO LEG OR BASE (PER MANUFACTURER BASE}. ----WEATHERPROOFING SEALANT APPLIED TO TOP OF PVC (TYP} -----#2 SOLID CONDUCTOR. ROUTED AT 45' ANGLE. ~ .. PVC SLEEVE TO EXTEND A MINIMUM OF 24" BELOW GRADE ALL THE TO THE EXOTHERMIC CONNECTION POINT EXOTHERMIC WELD OR APPROVED UNDERGROUND COMPRESSION CONNECTION. TOWER GROUNDING -METHOD 2 SCALE: N.T.S. PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE. CO 81650 (GARFIELD COUNTY} PLANS PREPARED FOR: w~~lnc. Office: (888} 609-9596 PLANS PREPATLAS T~WER 4450 Arop~o~~ Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED B~ TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661-6351 www.tepgroup.net SEAL: Oc:TCXB'E'l{.22, 2013 4 10-22-13 CONSTRUCTION 3 10-18-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: NMC I CHECKED BY: JRH I SHEET TITLE: TOWER FOUNDATION DETAILS SHEET NUMBER: REVISION: TEP #: I 2 I 2G4 4 E-5 Produced with a Trial Version of PDF Anno a or -. t t www PDFAnnotator.com -H 0 • 0 0 0:: _I <.'.> lOz N- ~F I <.'.> < I- -H a:: b~ 10 -l-o ......_ S! 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Q_....., w u z w 0:: w t... w ~ w 0 <( • a:: 0 (.!) _1, 0 I- t-...: N I") -i .n 0 I-w w ... 0 ~ N w ...J <( u Vl 0 z 0 -t- ~ w ...J 0 w N 0:: II w '.- 3: w 0 _J <( t-u (/) PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: w~~lnc. Office: (888) 609-9596 PLANS PREPAILAS T()WER 4450 Arap&.o":"t.~ Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED BY: SEAL: l ~ ~~ ~ TOWER ENGINEERING PROfESSIOllALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661-0351 www.tepgroup.net OCTt>:B'E.'1(22, 201 J 4 10-22-13 CONSTRUCTION 3 10-15-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: AHS I CHECKED BY: NM cl SHEET TITLE: TOWER ELEVATION SHEET NUMBER: REVISION: C-2 4 TEP #: 1212 G4 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com I I / / / / / / / / ~/ ~<o ";) / / / / / / / / / / / / / / / / / / 0 I 0 <D / / / co'<> ~~ / / / / I / / / / ,;- ~~ / / / / / COMPOUND DETAIL SCALE: }8" = 1 '-0" / / I 30·-o· / / / ~Qo-0" / 59'-0" / / / .. -.. -.. )('. -.. -; ~-,c·0<· -.. -.. -·· ->(-.. ~ ~· ~ .. -x-.. -.. _·. -. ·-·x-. ·:. /_ _ .. _ ,..,:'. I /~/ // I FUTURE 12'x20' LEASE AREA BY AT&T / / I I ,. I / , /l I' M •"' <' /, <' , / < £ / I I I x I 6" / / / / / / / / / 0 / I L / / / / / I <' <' I < ;-PROPOSED 60'x60' LEASE v AREA BY ATLAS TOWER. / g / I l>< / . £ I / / <' /-··-··-·· 0 I a, l{) / / / / I / ./ /. I / / .. _/_ X I/ I/ 1 / . / . / I . ., 0 I N I x I / £ L <' / <' I / / / / / <' ' / '/, « / / /~ ., / , / I / / I. / / / / / / / / / / / / / / y / / / / 4 L £ < , , < " / ef. /"- / / FUTURE 15'x20' LEASE AREA BY OTHERS (TYP. OF 3)---~ ti / /' ~-,,...:./ __ PROPOSED 120' SELF-SUPPORT / / / / / / / PROPOSED SERVICE RACK BY ATLAS TOWER. PROPOSED 6" OF *" CRUSHED ROCK OVER MARAFI 500C GROUND STABILIZATION FABRIC TO EXTEND T~ S,EASE LINE.\ PROPOSED 12' WIDE ACCESS GATE / / TOWER BY ATLAS TOWER. SEE ELEVATION ON SHEET C-2. PROPOSED 59'x59' CHAIN LINK FENCED COMPOUND WITH BARBED WIRE.--~ . . . <' '/ / / .... .. ~ / / / / I < ,A: / /, / < " / /. /' /"I I ><t /' I / ... I I I ><t . .. / / / / / ..... / / / / .i_ .. _,,_,,_ .. ,X'..~\'>r· .-.... ~ .. - h'-0" .i/ I ~ . -.. i .. )(. /-.. -.. -.. _)(. -.. -. . • / / / . / / / / / 23'-6" / / / 12'-0" i / / ./ / /( // / 0 8 liiiirJsir-- SCALE IN FEET / / PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: w131nc. Office: (888) 609-9596 PLANS PREPATLAS T~WER 4450 Arop~o~~ Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661 ~1 www.tepgroup.net / ======================:::::::: 16 I SEAL: OC1tYlYE~22. 201 J 4 10-22-13 CONSTRUCTION 3 10-18-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: JCM I CHECKED BY: NMC SHEET TITLE: COMPOUND DETAIL SHEET NUMBER: REVISION: TEP #: I 2 I 264 4 C-3 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com FLOW 14'-o" 12'-o" I <i. FLOW -------+23 '-------5" OF CRUSHER RUN WITH FINES SPREAD AND COMPACT ~-----COMPACTED SUBGRADE STANDARD ROAD SECTION (GOOD SUBGRADE) SCALE: %" = 1 '-0" FLOW 14'-0" 12'-0" I q_ I FLOW ~-------2% '----6" OF CRUSHER RUN WITH FINES SPREAD AND COMPACT ~--6" OF SURGE STONE '-----MIRAFI 500X WOVEN GEOTEXTILE FABRIC '------COMPACTED SUBGRADE STANDARD ROAD SECTION (POOR SUBGRADE) SCALE: 18" = 1'-0" NOTES: 1. TURNING RADIUS THAT IS SUFFICIENT TO ACCOMODATE LARGE TRUCKS SHALL BE PROVIDED. 2. THE ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. 5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. 6. THE ENTRANCE SHOULD BE 90" WITH THE COUNTY ROAD FOR THE FIRST 40 FEET. 7. THE ENTRANCE SHOULD HAVE NO MORE THAN A 103 GRADE FOR THE FIRST 40 FEET. 1/1/ 111 -----<i_--------------------------------- PUBLIC ROAD ----R/W------------------------------------R/W --- CRUSHED STONE 5" DEPTH ----/ IE 12'-o" .I STABILIZED CONSTRUCTION ENTRANCE SCALE: N. T.S. o I 0 '<!' PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: w~31nc. Office: (888) 609-9596 PLANS PREPAILAS T~WER 4450 Arop:i"ho~~ Suite 100 Boulder. CO 80303 Office: (888) 609-9596 PLANS PREPARED BY: SEAL: TOWER ENGINEERING PROFESSIOllALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603·5263 OFFICE: (919) 661-6351 www.tepgroup.ne1 OCT013'E'1{22, 2013 4 10-22-13 CONSTRUCTION 3 10-18-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: KES I CHECKED BY: NMCI SHEET TITLE: DRIVEWAY DETAILS SHEET NUMBER: REVISION: 4 C-6 TEP #: I 2 I 2G4 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com ELECTRICAL NOTES: SCOPE: 1. SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR OPERATION OF ALL WORK SHOWN ON THE DRAWING AS SPECIFIED HEREIN: 1. ELECTRIC SERVICE 4. MISCELLANEOUS MATERIALS 2. CONDUIT AND RACEWAY 5. TELEPHONE CONDUITS 3. CONDUCTORS 6. LIGHTNING ARRESTING SYSTEM CODES 1. THE INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATION IN EFFECT WITH THE REGULATIONS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE AND THE ICC 2006, ADMINISTRATIVE RULES WITH THE NATIONAL ELECTRIC CODE, AND ALL LOCAL GOVERNING CODES AND ORDINANCES WITH THE REGULATION OF THE SERVING UTILITY COMPANY. ALL PERMITS REQUIRED SHALL BE OBTAINED AND, AFTER COMPLETION OF WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE OF FINAL INSPECTION AND APPROVAL. MATERIALS 1. MATERIALS TO BE NEW. USE OF USED OR SUB STANDARD MATERIAL IS NOT ACCEPTABLE. IN THE CASE OF EXISTING METERING EQUIPMENT OR PANELS, REQUIRED COMPONENTS SHALL BE NEW. TESTING 1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET SPECIFIED PERFORMANCE REQUIREMENTS. ALL TESTING SHALL BE DONE BY QUALIFIED PERSONNEL. GUARANTEE 1. IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALL ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER. WITHOUT EXPENSE TO THE OWNER ALL WARRANTEE CERTIFICATES & GUARANTEES FURNISHED BY THE MANUFACTURERS SHALL BE TURNED OVER TO THE OWNER. CO-ORDINATION: 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE POWER ANO TELEPHONE COMPANIES AND SHALL COMPLY WITH ALL SERVICE REQUIREMENTS OF EACH UTILITY COMPANY. EXAMINATION OF SITE 1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS PARAGRAPH WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM OR SYSTEMS. CUTTING, PATCHING AND EXCAVATION: 1. COORDINATION OF ALL SLEEVES, CHASES, ETC., WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF ANY PORTION OF THE WORK. ALL CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES IN CONCRETE. WOOD. STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS. 2. ALL NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE WORK UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWING SHALL BE PROVIDED BY THIS CONTRACTOR. 3. SEAL ALL PENETRATION THROUGH WALL AND FLOORS WITH APPROVED GROUT. EXTERIOR CONDUIT: 1. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL. 2. ALL EXTERIOR PVC CONDUITS SHALL BE INSTALLED WITH FROST SLEEVES (8" OVERLAP) RACEWAYS 1. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE RIGID STEEL EMT, OR SCH40 PVC. AS INDICATED ON THE DRAWINGS. 2. WHERE INSTALLED ON EXTERIORS AND EXPOSED TO DAMAGE, ALL CONDUIT SHALL BE RIGID STEEL. ALUMINUM CONDUIT SHALL NOT BE ALLOWED. 3. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT OR PVC. 4. UNDERGROUND CONDUITS SHALL BE RIGID STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS. 5. ALL CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHINGS FOR ALL CONDUIT TERMINATIONS. ALL CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS. 6. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS.ALL CONDUITS SHALL BE SIZED AS REQUIRED BY NEC. 7. BURIAL DEPTH OF ALL CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE AND APPLICATION. 8. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY BEFORE BID. COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING OWNER. EQUIPMENT: 1. ALL DISCONNECT SWITCHES SHALL BE BREAKER TYPE. 2. CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AS DETERMINED BY THE LOCAL UTILITY. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT, AND COORDINATE INSTALLATION WITH THE LOCAL UTILITY BEFORE STARTING WORK. CONDUCTORS 1. FURNISH AND INSTALL CONDUCTORS CALLED FOR IN THE DRAWINGS. ALL CONDUCTORS SHALL HAVE TYPE THWN (MIN) (75 'C) INSULATION, RATED FOR 600 VOL TS. 2. ALL CONDUCTORS SHALL BE COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. ALL CONDUCTORS SHALL BE UL LISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLOWS: A. MINIMUM WIRE SIZE SHALL BE #12 AWG. B. ALL CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND SMALLER MAY BE SOLID OR STRANDED. C. CONNECTION FOR #10 AWG AND SMALLER SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED PRESSURE OR WIR'E NUT CONNECTIONS. D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP-ON SLEEVES WITH NYLON IN SULA TOR. 3. ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS. 4. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS PENETRATIONS: 1. CONTRACTOR SHALL COMPLY WITH UL PENETRATION DETAILS FOR PENETRATIONS OF ALL RATED WALLS, ROOF, ETC. GROUNDING 1. ALL ELECTRICAL NEUTRALS, RACEWAYS AND NON-CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS. SUPPORTS, CABINETS, BOXES, GROUND SUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE POINT ONLY. 2. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS. 3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 -LIGHTNING PROTECTION AS A MINIMUM. 4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND RADIO EQUIPMENT MANUFACTURER. I ABBREVIATIONS AND LEGEND I A -AMPERE PVC -SCH40 RIGID NON-METALLIC CONDUIT AFG -ABOVE FINISHED GRADE RGS -RIGID GALVANIZED STEEL CONDUIT ATS -AU TOMA TIC TRANSFER SWITCH SW -SWITCH AWG -AMERICAN WIRE GAUGE TGB -TOWER GROUND BAR BCW -BARE COPPER WIRE UL -UNDERWRITERS LABORATORIES BFG -BELOW FINISHED GRADE v -VOLTAGE BKR -BREAKER w -WATTS c -CONDUIT XFMR -TRANSFORMER CKT -CIRCUIT XMTR -TRANSMITTER DISC -DISCONNECT EGR -EXTERNAL GROUND RING EMT -ELECTRIC METALLIC TUBING FSC -FLEXIBLE STEEL CONDUIT ----A----UNDERGROUND ALARM CONDUIT GEN -GENERATOR ----[----UNDERGROUND ELECTRICAL CONDUIT CPS -GLOBAL POSITIONING SYSTEM GRD -GROUND ----T----UNDERGROUND TELEPHONE CONDUIT IGB -ISOLA TED GROUND BAR 8 KILOWATT-HOUR METER IGR -INTERIOR GROUND RING (HALO) UNDERGROUND BONDING ANO KW -KILOWATTS ---------GROUNDING CONDUCTOR. NEC -NATIONAL ELECTRIC CODE 0 GROUND ROD PCS -PERSONAL COMMUNICATION SYSTEM PH -PHASE • CADWELD PNL -PANEL ~ GROUND ROD WITH INSPECTION WELL PNLBD -PANELBOARD PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: wl~1nc. Office: (888) 609-9596 PLANS PREPAILAS T~WER USA·t.l'lRl\.._11<7W. 4450 Arapahoe Ave, Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED B~ SEAL: TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661-6351 www.1epgroup.net OC'[0<1Jlf.<1(22, 2013 4 10-22-13 CONSTRUCTION 3 10-18-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: NMC I CHECKED BY: SHEET TITLE: ELECTRICAL NOTES SHEET NUMBER: REVISION: 4 JRH E-1 TEP #: I 2 I 2G4 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com ·r----------------------------------------------------------~~~--------------------------------~~~~~~~~==--NOTES: * SEPARATION DIMENSIONS TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. FINISHED GRADE, ASPHALT OR CONCRETE PAVING. MATCH SLOPE AND THICKNESS OF EXISTING SURF ACE. \ UNDERGROUND CONDUIT(S) TRENCH DETAIL SCALE: N.T.S. : I : « ~ I ., I I I j I~ I < I>< < I I I ex: I I ., I ~ I I I < j I • X I I ! ' < ' < • ' « 4 < < < .. ··- . ".: i < i I i "'.: ' .c... .i "- I j • • (;: :,< < w :L!: .. ·~. 4 .. ' .... d: ... ' I ~ l ... _ .. _ .. J(,_,,_,,_,,0.(_,,_,,_,,_X;.' .-.. EXTEND TO EXISTING :..L..L UTILITIES. COORDINATE I WITH LOCAL UTILITIES. 1 POWER AND TELCO PLAN SCALE: 132°' = 1'-0" i I , I • I I ' . I: x I I I I ~ I I I ><i I i I ><l I I ··-··-··-··-··-··-··-··-·· ' < , I • I ><! t:. .; (. G l. I I I : < ' : ~ < ' • I UNISTRUT OR EQUIV. 1. ACTUAL SEPARATION OF CONDUITS TO BE DETERMINED BY SITE SPECIFIC REQUIREMENTS. 2. PROVIDE PVC CONDUIT BEOLOW GRADE EXCEPT AS NOTED BELOW. 3. PROVIDE RGS CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E. SERVICE POLES, EQUIPMENT, ETC.) 4. PROVIDE RGS CONDUIT FOR INSTALLATIONS BELOW PARKING LOTS AND ROADWAYS. (ZINC PLATED) -------.~ WEATHER CAP F===='~ - ~----4-GANG METER BOX SQUARE 'D' OR EQUAL r LOAOCENTER A 2~" SCH40 PIPE (TYP) l'-r-T----1 [j 0 -J - I - [j 0 o_ -- --1--_., _ _..'--i TEL CO CABINET l l ,....._.___~ 0 --t-----'---r-----..----_., ITl~o_;;oiioi-"ioFJ_ ~ ,__ _ __, _ ,__.......--~....-I ~..-tt----t--t--GROUND LEAD 1rtt-----ii+--++---++---H-+----+--t-SERVICE EN TRANCE GRD (#4 AWG CU) -H----1 -1---4 -l--+--4 '5' \__ %"x10' CO:PER J- GROUND ROD GROUND ROD TO GROUND SYSTEM CONCRETE -----+1 SERVICE RACK DETAILS 0 2 SCALE: ~r = 1'-o" SCALE IN FEET PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: w131nc. Office: (888) 609-9596 PLANS PREPJ\lrAs T~WER 4450 Arop~o~'A%~ Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED BY: SEAL: j ~ j (_,..- TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661-6351 www.tepgroup.net 4 10-22-13 CONSTRUCTION 3 10-18-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: JCM I CHECKED BY: NMC I SHEET TITLE: POWER/TEL CO PLAN SHEET NUMBER: REVISION: 4 E-2 TEP #: I 2 I 2G4 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com DRAWING NOTES CD 0 0 © TOWER GROUND RING TO FENCE (TYP OF 4) TOWER BONDING TO GROUND RING (TYP OF 3, MIN) GATE POST BONDING. SEE SHEET E-4 FOR DETAILS TOWER GROUND BAR ® © 0 ® ® GROUND LEAD FROM LIGHTNING ROD TO PROPOSED TOWER GROUND RING #2 AWG BARE TINNED COPPER CONDUCTOR (TYP) TO BE BURIED 32" BELOW GRADE. %"¢x10' COPPER GROUND ROD PROPOSED TOWER GROUND RING FENCE GATE GROUNDING. SEE DETAIL ON SHEET E-4. ;~~-=~-=--~-:-.~~--~ ... ---x ---x ---:,-;1'":=~~~-~=~.:~=~1 : ............. .,,,..,,,,,. : : I ', /' I I x . i ', / ! i x \ / ! \ / i x x L.. .• _.,_,._ .. _, -··-··~ x (z ¢ I I I I I I ~/ I I I ~ \ I \ I >,',._ /...-.:; I I ~/ x ,(~_--:_-~~~-.---/ -~--------1 I: 5 4 I 11 I XI· I :l ~ /7 ~I \!._)--' I I: I I! I x lj I I: I /!1 /~ I · // I L .. -··-··-··-··- r-··-··-··-··-··-··-· x x ·-··~ x x ., x x I j // I I I : // \ i X r _x_ .. _··-··-··x--··-_·-_···_ f9'--::~~l~-J° '\ l .. _··-··-··-··-··-··-··-· j I I // ' --0------------~ x,~A~x x x I I I 9 ~ TYPICAL GROUNDING PLAN SCALE: N. T. S. GROUNDING NOTES 1. GROUNDING ELECTRODES SHALL BE CONNECTED IN A RING USING #2 AWG BARE TINNED COPPER WIRE. THE TOP OF THE GROUND RODS AND THE RING CONDUCTOR SHALL BE 120" BELOW FINISHED GRADE. GROUNDING ELECTRODES SHALL BE DRIVEN ON 1 O' -0" CENTERS. (MINIMUM; 15' -0" MAX.) 2. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250.30. EXOTHERMIC CADWELD CONNECTION (TYP). FLEXIBLE JUMPER. GROUNDING AT GATE POST SCALE: N.T.S. TRENCH DETAIL SCALE: N. T.S. PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: w131nc. Office: (888) 609-9596 4450 Arop~o~"A~~ Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED BY: TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661.0351 www.tepgroup.net SEAL: 4 I 0-22-13 CONSTRUCTION 3 10-18-13 PRELIMINARY REV DATE ISSUED FOR: I DRAWN BY: JCM I CHECKED BY: NMC I SHEET TITLE: GROUNDING PLAN AND DETAILS SHEET NUMBER: REVISION: TEP #: I 2 I 2G4 E-3 4 Produced with a Trial Version of PDF Annotator -www.PDFAnnotator.com t::!QIE.;_ MINIMUM SPACING OF 12" BETWEEN ALL CADWELDS GROUND WIRE (TYP) '----GROUND ROD '-----CADWELD (TYP) TOP VIEW SIDE VIEW CADWELD GROUNDING DETAIL SCALE: N.T.S. % -llxl" H.H.C.S. BOLT, NEWTON INSTRUMENT CO. (CAT.# 3012-1)----. %" LOCKWASHER, NEWTON INSTRUMENT CO. (CAT.# 3015-8)---~ COPPER GROUND BAR ~"x4"x20" MIN. NEWTON INSTRUMENT CO. CAT.# B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION -------~ STANDARD GROUND BAR DETAIL SCALE: N.T.S. GROUND WIRE CAD WELD GROUND ROD ~---WALL MOUNTING BRACKET, ~ NEWTON INSTRUMENT CO. (CAT.# A-6056) IN SULA TORS, NEWTON INSTRUMENT CO. (CAT.# 3061-4) GROUND BAR SHALL BE SIZED TO ACCOMODA TE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. MALE SCREW COVER W/ TEFLON LUBRICANT PVC COLLAR ------. . ' . )>" • 10' COPPER CLAO Al STEEL GROUND ROD~ - ~--#2 SOLID, BARE, TINNED COPPER GROUND RING #2 SOLID, BARE, TINNED COPPER GROUNDING CONDUCTOR ---EXOTHERMIC WELD THERMOWELD OR APPROVED EQUIVALENT DIRECTLY TO TOP OF GROUND ROD (2 PLACES) 8" x 42" PVC SLOTTED WELL BY HARGAR (P /N: 360P42) '-----27" SLOT CUT SMOOTH FOR GROUND RING. EXTEND NOTCH 2" ABOVE CONDUCTOR. GROUND ROD WITH INSPECTION WELL SCALE: N.T.S. 0 I "1 I ~-CADWELD GROUND RING #2 AWG BCW (TINNED) ll~ COPPER GROUND ROD ~ (!I" • ' 10'-0" LONG) COPPER-CLAD STEEL GROUND ROD SCALE: N. T.S. PROJECT INFORMATION: RIFLE RULISON XXX COUNTY ROAD 321 RIFLE, CO 81650 (GARFIELD COUNTY) PLANS PREPARED FOR: w131nc. Office: (888) 609-9596 PLANS PREPAILAS T()WER 4450 Arop~o~ Suite 100 Boulder, CO 80303 Office: (888) 609-9596 PLANS PREPARED B~ SEAL: TOWER ENGINEERING PROFESSIONALS 3703 JUNCTION BOULEVARD RALEIGH, NC 27603-5263 OFFICE: (919) 661-fil51 www.1epgroup.net OCT<YWF.'l{.22, 2013 4 10-22-13 CONSTRUCTION 3 10-18-13 f'RELIMINARY REV DATE ISSUED FOR: I DRAWN BY: B~ I CHECKED BY: SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: REVISION: TEP #: I 2 I 2G4 4 E-4