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Home My WebLink About20033373 RESOLUTION RE: APPROVE AMENDMENT TO COMMUNICATIONS TOWER LEASE AGREEMENT TO RELOCATE EQUIPMENT AND AUTHORIZE CHAIR TO SIGN - SPRINT SPECTRUM, LP WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with an Amendment to the Communications Tower Lease Agreement to Relocate Equipment between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County,and Sprint Spectrum, LP,with terms and conditions being as stated in said amendment, and WHEREAS,after review,the Board deems it advisable to approve said amendment,a copy of which is attached hereto and incorporated herein by reference. NOW,THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado,that the Amendment to Communications Tower Lease Agreement to Relocate Equipment between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, and Sprint Spectrum, LP, be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said amendment. The above and foregoing Resolution was,on motion duly made and seconded,adopted by the following vote on the 15th day of December, A.D., 2003. BOARD OF COUNTY COMMISSIONERS IF, ` W O % D id E. Long, Chair ism ( % eta c+E y j Jerk to the Board fir.hJ , Robert D. asden, Pro-Tem ty Clerk to the Board M. J. Geileg(6 /PPF-ED AS T M: Willis H. Jerke :County Attyley Glenn Vaad 4 Date of signature: /Y-49/8i 2003-3373 CM0015 CO : CIh\ c'-ota-O4 AMENDMENT TO COMMUNICATIONS TOWER LEASE AGREEMENT THIS AMENDMENT is hereby entered into this 4 day of . _ , 2003, by and between BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, STATE OF COLORADO, herein referred to as Lessor, and SPRINT SPECTRUM, L.P. a Delaware limited partnership, herein referred to as Lessee, to amend an agreement entered into between the named parties on or about the 10t day of November, 1997, which agreement is known as the COMMUNICATIONS TOWER LEASE AGREEMENT (hereinafter sometimes referred to as "the Lease Agreement"). 1. Amendment to the Lease Agreement is provided for in paragraph 18.01 of the Lease Agreement. 2. Paragraph 1.01 of the Lease Agreement shall be deleted, and replaced with the following: 1.01 Lessor leases to Lessee the space on Lessor's radio communication tower located at 3101 35`h Avenue, Greeley, Colorado 80631, as shown on Exhibit A, together with approximately 200 square feet of area as shown on Exhibit A, together with access thereto at all times and in the discretion of Lessee and with Lessor's prior approval, source of electric and telephone facilities. (Hereinafter referred to cumulatively as "the Site.") The Site will be used by Lessee for the purpose of installing, removing, replacing, modifying, maintaining and operating, at its expense, a personal communications service system which initially includes the equipment described on Exhibit A attached hereto including without limitation, antenna equipment, emergency backup generator, cable wiring, and related fixtures. Lessee shall have the right, at its expense, to make such improvements, modifications and additions to its equipment as it deems necessary from time to time. so long as it does not interfere with the use of the Site by Lessor. 3. Paragraph 3.01 of the Lease Agreement shall be deleted, and replaced with the following: 3.01 Lessor shall provide Lessee with access to the Site at all times on a 24-hour day, 7-day a week basis in order to install, remove, replace, modify, maintain, repair and operate Lessee's equipment. Lessee shall make sure all access points are secure when entering or leaving the Tower and Site. Lessee agrees to permit only employees or contractors of Lessee or persons under Lessee's direct supervision to enter the Site. 4. The remaining terms and conditions of the Lease Agreement shall remain in full force and effect. 2003-3373 IN WITNESS WHEREOF, the parties hereto have executed this AMENDMENT TO THE COMMUNICATIONS TOWER LEASE AGREEMENT in triplicate originals on the date above set forth. Lessor: BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, STA OF COLORADO Eft j4S% - DEC : cr 1 By: David E. Long, Chair i)( . L- 1 5 2003 ,N. t / '' J the Bo d kdtro lc ;`r By: X7 1.1„y C Lessee: l, SPRINT CTRUM, L.P. S i " 'LG �Z ^�� ' - By: Sprint Spectrum T..P George Ghantour Site Development 1)n ec4)r APP .4 TO FORM/ By: A6.,----Z,-(7: 7-7r�II eld Countyttorpey EXHIBIT A Site Description Site situated in the City of Greeley, County of Weld, State of Colorado commonly described as follows: Legal Description: Lot 2, U.S. WEST Communications 1st Filing, being a portion of the Northeast Quarter of Section 23, Township 5 North, Range 66 West of the 6th P.M., City of Greeley, County of Weld, State of Colorado. Site Plan: Sprint PCS' leased Site, together with access and utility easements and location of existing facilities included with the leased Site are described in the plans consisting of to pages attached hereto and incorporated herein. Owner Initials: L L A Sprint PCS Initials: _�_ /- SSprintR -' SP ASANTON,CALIFORNIA 94560 PROTEGE COINFT 0x WELD COUNTY 3XC3O1 TOWER DN53XC3301 Sprint PCS$" GREELEY.TH;RELATE 00074 REV.. DATE. DESCRIPTION BY: WELD COUNTY TOWER 1 MM a II/IM MM EE DR we DN13XC301 3101 35TH AVENUE GREELEY, COLORADO 80634L NTLLGRDQRAMXG APPROVAL SITE NAME: OWNER CONTDCTI IyyEy SHEET DESCRIPTION REV. Ixm LS DATE,: WELD COUNTY TOWER WELD COUNTY BOARD Of SPRINT PCS Tt.° COVER SHEET sA�• COUNTY COMMISSIONERS PETE MARTINEZ 3" 951 IOTA STREET 4693 CN"BOT CHANOT ORNE,SUITE MO T3.0 GENERAL TE5 SPRINT SITE NUMBER: PHONE:970.350.9651 PLGSENttIN,G 94586 G1.O CML SURVERE Y PHONE 30351D 7641 SNARLER ETr NLYARCHITECTURE,me- SITE „', DE13KQ01 FAD:303.713.9663303.713.9663 A2.0 OVERALL SITE PLAN :Ho whouse smahunt co Limnos cash:WIT •2.1 EQUIPMENT U LAYOUT PLAN .....poi..:---- ^ SITE ADDRESS: 4}0 EXTERIOR ELEVATION B5 TOT 35TH AVENUE ARCHITECT: SITE DEVELOPMENT: GREELEY.COLORADO 60634 CSA: SPRINT PCS A4.0 FENCE DETAILS Dg CHARLES STECKLY,AU, NCMB PAUL MADDOX `5. 10789 BRADFORD ROAD,SLATE 120 4683 CABOT DRIVE.SURE ICO E1.0 ELECTRICAL SPECIFICATIONS E LITTLETON.CO 80127 PLEµARTOH.CA 94586 63.0 ONE-LINE h PANEL SCHEDULE E P1._ APPLICANT: PHONE 3039]29974 PHONE:925.2093641 \/ SPRINT PCS DENVER MARKET Fµ:303932.6587 E1.0 GROUNDING DIAGRAMS 1 4683 CNABOT OWE,SUITE 100 COLORADO LICENSURE 1202802 VIN.T.S. ESA GXgMgMG DETAILSPLEASANTON.CA 94588 PHONE:925 456.7600 FROM I-25,TRAVEL NORTH 10 HWY 34 µ0 HEAD :EAST TO FA 925468.7810 68.0 OETAR.S Y GREELEY.TURN RIGHT(SOUTH)ON 35TH AVENUE.THEN RIGHT (WEST)JUST PAST°WEST BUILDING. ELECTRICAL ENGINEER: DENNIS GRE4EL RE. DRAWN IT: CFTC APR: DENNIS GRESEL CS VICINITY MAP&DRIVING DIRECTIONS PROJECT INFORMATION 12311 WEST PREN ICE PLACE MAR RARE o LITTLETON,CO 80127 F MINED: S RELOCATE SPRINT PCS EQUIPMENT µD RELATED COMPONENTS COO,"MKS: PHONE 303.933.7048 FROM INSIDE EXISTING BUILDING TO NEW CONC. SUB BELOW OCCUPANCY, U-N,ACCESSORY USE COLORADO LICENSURE 13109] TOWER.CONCEAL SPRINT EQUIPMENT SIOE CHAIN LINK FENCE CONSTRUCTION TYPE'. W/METAL SLATS. STORIES: N/A FULLY SPRINKLED, N/A o PROJECT DESCRIPTION z€ M0VERNING rows: THE UNDERLINED APPROVES OF THE PROJECT AS REPRESENTED 1097 UK, 1997 UMC, 1097 UFC, 1999 NEC EA ON THE DRAWINGS µD ACKNOWLEDGES THAT THE DRAWINGS REPRESENT THE GENERAL SCOPE Of WORK lO BE SHEET TITLE: AT ACCOMPLISHED. ADA RORER WRAF tg FACILITY IS UNMANNED µD NOT FOR HUMAN sNAME, DATE: �T"T'°" - - COVER SHEET NAME. DATE SHEET NUMBER: D" LANDLORD SIGNATURE BLOCK CODE ANALYSIS PROJECT CONTACTS SHEET INDEX T1 .0 FFNPRAI NOTE¢ GENERAL NOTES(CON TI ROOFING NOTES(CONT) '„ 1. THE FACILITY IS MI UNOCCUPIED DIGITAL CELLULAR TELECOMMUNICATION FACILITY. IN.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS µD 4. INSTALL FLASHING MID ROOFING SYSTEM PER THE MANUFACTURER'S CURRENTLY *Spt�ntR 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC DRAWINGS PROVIDED BY THE SITE OWNER. PUBLISHED DETAILS AND PER 1991 UBC. OUTLINE ONLY, UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE 20.NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING.IF REQUIRED,WILL MEET 5. SUBMIT ROOFING DETAILS µD SPECS TO PROJECT MANAGER FOR REV£W PRIOR !MICROS- FURNISHING MATERIALS. EQUIPMENT,APPURTENANCES µD LABOR NECESSARY TO FM STANDARDS µD REQUIREMENTS. TO INSTALLATION. WM CHABOT DRIVE.SUITE MO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. PLEASµTON,CALIFORNIA ARAB 21.SPECIFIC NOTES ON THE DRAWINGS SHALL SUPERCEED THIS DOCUMENT. 6. RE-ROOF,FLASH µD SENT ALL°PEXWLS PRIOR TO LRAM%:THE JOB Mt.3. PRIOR TO THE SUBMITTAL OF BIDS.THE CONTRACTORS SHALL VISIT THE JOB SITE DO NOT LEAVE ROOFING PENETRATIONS OPEN OVERNIGHT OR UNATTENDED. !WO'ECTMFgtMATIINf' AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND 22.IN GENERAL LARGER SCALE DETVL5 SHALL SUPERCEED SMALLER SCALE PLANS. WELD COUNTY TOWER DIMENSIONS.MD NFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS],SCHEDULE ROOFING OPERATIONS TO AVOID INCLEMENT WEATHER. SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION ANY DISCREPANCIES ARE TO 23.CONTRACTOR SHALL CALL FOR UTILITY LOCATES BEFORE PROCEEDING WITH µY DN13XC301 BE BROUGHT TO THE ATTENTION OF THE ARCHITECT µ0 IMPLEMENTATION EXCAVATION, SITE WORK OR CONSTRUCTION. 0. PROVIDE PROTECTOR AS REQUIRED TO AVOID LEAKAGE µD DAMAGE TO 3101 35TH AVENUE ENGINEER PRIOR 10 PROCEEDING WITH THE WORK. INTERIOR. GREELECOLORADO . THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED DENTIN ITDH NOTES: 9, MAINTAIN EXISTING ROOFING DRAINAGE PATTERNS BBBJA • BEFORE STARTING WORK ON µY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY CONTRACTOR SHALL CONTROL DUST AND DEBRIS GENERATED DURING REV.. DATE: DESCRIPTION: BV: THE CONTRACT DOCUMENTS. I OEMOLRIONLEGAL 0 SHALL DISPOSE OF SAME IN A AND TIMELY FASHION. ID. MAINTAIN EXISTING ROOFING WARRANTY BY USING ROOFING COMPANY - RESPONSIBLE FOR ORIGINAL WARRANTY.CALL FOR REWIRED INSPECTION. A iP/Iyp1 wwr COO BOB we UTILITY 5. CONTRACTOR SHALL OHM Y LOCATES BEFORE PROCEEDING WITH µY2. CONTRACTOR SHALL REMOVE ALL TRASH MID DEBRIS FROM THE SITE ON A Raver NO COTS EXCAVATION, SITE WORK OR CONSTRUCTION. DAILY BASIS. 11. ALL METAL FLASHING SHALL BE PRIMED µD PAINTED, a HAM RAT APP w FmmR 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT µ0 MATERIALS IN ACCORACCORDANCE3 CONTRACTOR SHALL PRONOE ADEQUATE SHORING AND BRACING TO PREVENT WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED 12. PROTECT EXISTING ROOF SYSTEM DURING NEW CONSTRUCTION µD DEMOLITION STRUCTURAL DAMAGE TO EXISTING BUILDING DURING DEMOLITION AND WITH SURFACE SHEATHING CONTINUOUS THROUGHOUT WORK AREAS. OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. CONSTRUCTION. 7. WORM PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT 4. CONTRACTOR SHALL PIELO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ALL CC WITH ALL APPLICABLE CODES.REGULATIONS AND ORDINANCES. A.F.F. ABOVE FINISH FLOOR MAX. MINIMUM MINI CONTRACTOR SHALL GIVE ALL NOTICES µD COMPLY WITH ALL LAWS.ORDINANCES, CO ENSURE THAT NEW EQUIPMENT SP WILL FIT IN THE MANNER INDICATED BY THE FA. ABOVE FINISH GRADE MIL ETAL RULES.REGULATIONS MID LAWFUL ORDERS OF µY PUBLIC AUTHORITY REGARDING CONSTRUCTION DRAWINGS AND SPECIFICATIONS. APPROX. APPROXIMATELY MIL, METAL THE PERFORMANCE OF THE WORK.MECHANICAL µD ELECTRICAL SYSTEMS SHALL ARCH. ARCHITECTURAL Y O. MASONRY OPENING BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY SITE WORK NOTES- BO, BOTTOM OF MFR. WNUFACSURER COMPANY SPECIFIGTION5,MIS LMeI µ0 STATE JURISDICTIONAL CODES, BD. BOARD N.T.S. NOT TO SCALE ORDINANCES AND APPLICABLE REGULATIONS. I. AU.EXISTING ACTIVE SEWER.WATER,GAS µ ELECTRIC, 0 OTHER UTILITIESCI P. CAST IN PLACE OA OVERALL WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED AT ALL TIMES,AND CEO. CEILING OC, ON CENTER A. THE GENERAL CONTRACTOR SUPERVISE AND THE WORK USING THE WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE CLR. CLEAR 0.D, OUTSIDE DIAMETER LANDLORD DRAVANG APPROVAL. BEST SKILLS N AND ATTENTION SHALL POSSIBLE. THE CONTRACTOR DIRECT RE $THEW BE SOLELY RELOCATED AS DIRECTEDBY ENGINEERS EXTREME CAUTION SHOULD BE USED CMU CONCRETE MASONRY UNIT PC. PRECAST RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, BY THE CONTRACTOR AMER EXCAVATING OR PIER DRILLING MOUND OR NEAP COL. COLUMN PL. PLATE IMTIMS DATE: SEQUENCES µ0 PROCEDURES.AND FOR COORDINATING ALL PORTIONS OF THE UTILITIES. CONTRACTOR SHALL PROVDE SAFETY TRAINING FOR THE WORKING CONC, CONCRETE KCVO, PLYWOOD WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE CREW. THIS WILL INCLUDE RUE NOT BE LIMITED TO A)FALL PROTECTION B) CTX. CENTER R.D. ROOF DRAIN ARCHITECT: ARCHITECT IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZED CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING Y EXCAVATON, D, DEPTH REINF. REINFORCEMENT REPRESENTATIVES. DBL. DOUBLE R.O. LD OPENING /�esA� 2 ALL EXISTING INACTIVE SEWER.WATER, GAS, ELECTRIC µp OTHER UTILITIES, DISC. DOUBLEDISCONNECT SC. SHAD CORE ■c 9. SEAL PENETRATIONS THROUGH FIRE PALED AREAS WITH V.L.LISTED AND FIRE C11 INTERFERE WITH THE EXECUTION OF THE WORK.SHALL BE REMOVED (E) EXISTNG SF. SQUARE FEET CODE APPROVED MATERIALS TO MAINTAIN EXISTING FIRE RATING. AND/OR CAPPED PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH ELEC. ELECTRICAL SHi. SHEET WILL NOT INTERFERE WITH THE EXECUTOR OF THE WORK.SUBJECT TO THE E0. EQUAL SW. SIMILAR CHARLES ARCHITECTURE,Inc. 10.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN APPROVAL OF ENGINEERING.OWNER AND/OR LOCAL UTILITIES. EXP. EXPANSION SPEC. SPEOFIGTY}MInn UMW On ita Tin ITT 2-A OR 2-AlOBC WITHIN]5 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE FpN FOUNDATION SPY. SINGLE PLY NflIBRMIELTISTOIC PROJECT AREA DURING CONSTRUCTION. 3 IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS, STONES AND OTHER WASTE FTC. FOOTING $i SELF-TAPPING COWMAN SHALL BE REMOVED FROM THE SITE µD DISPOSED OF LEGALLY, GA GAUGE SR, STEEL Fmpnlwa°ew II.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC CND GROUND $5TL STAINLESS STEEL REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES,CEILING GRID.INTERIOR A THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM OWE GYPSUM WALL BOARD SNUG. STRUCTURAL PARTITIONS AND MECHANICAL EQUIPMENT.ALL WORK MUST BE IN ACCORDANCE EQUIPMENT MID TOWER AREAS. H. HEIGHT SW. SWITCH WITH LOCAL EARTHQUAKE CODES µ0 REGULATIONS. HOfl. HORIZONTAL SAM. SYMMETRICAL 5, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. LD. INSIDE DAAETER SXK TKK.N I2.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS FROZEN MATERIALS,SNOW OR ICE.SHALL NOT BE PLACED IN ANY ALL DR JE JOINT t0 TOP OF MAY BE REWIRED TO SUIT JOB DIMENSIONS OR CONDITIONS.AND SUCH EMBANKMENT. JSt JOEL TP. TYPICAL MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. L ANGLE UN 0. UNLESS NOTED OTHERWISE G. THE SUBGRAOF SHALL BE COMPACTED µD BROUGHT TO A SMOOTH UNIFORM LT. LIGHT VERT. VERTICAL Ii.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING GRADE PRIOR TO FINISHED SURFACE APPLICATION.THIS IS REFEREO IN THE MECH. MECHANICAL W/ WITH IMPROVEMENTS,INCLUDING BUT NOT LIMITED TO:PAVING,CURDS,VEGETATION, CONSTRUCTION DRAWINGS AS FINISH GRADE. y FLOOR,WALL µ0 CEILING SURFACES, ETC. UPON COMPLETION OF WORK THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION. ). THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT ABBREVIATIONS C COVERED BY THE BUILDING OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM DRAWN BY: CHK MV 14.KEEP GENERAL AREA CLEAN, HAZARD FREE.AND DISPOSE OF ALL DIRT. DEBRIS, SLOPE, FERTILIZED,SEEDED,µD COVERED WITH MULCH, OR AS INDICATED IN RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE THE CONSTRUCTOR DRAWINGS. OM �% KEYNOTE MAT MBE CS D PROPERTY. LEAVE PREMISES IN CLEAN CONDITION µD FREE FROM PAINT SPOTS. FM INFO S DUST OR SMUDGES OF µY NATURE. B. CONTRACTOR SHALL MINIMIZE OISTURRANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES.IF REQUIRED WRING 15,REPRESENTATIONS OF TRUE NORTH,OTHER THAN THOSE FOUND ON THE PLOT Of CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR i CIVIL SURVEY DRAWING,SHALL NOT BE USED TO IDENTITY OR ESTABLISH THE EROSION µD SEDIMENT CONTROL. SECTION CUT BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON S= THE PLOT OP CIVIL SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE ROOFING NOTES:SITE FOR THE ESTABLISHMENT OF TRUE NORTH,AND SHALL NOTIFY THE U ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF MY I, PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE •Or i ELEVATION LINT! II DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKINGWATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRG ROOFING aI AND NT TRUE NORTH ORIENTATION AS DEPICTED ON THE STµRARD5 µD DETAILS.CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO oa NOTIFY THE ARCHITECT/ENGINEER. FOR SITE-SPECIFIC COXOIDON$FROM AAClII1ECi/ENGINEER,IF NECESSARY. 3 SHEET-TITLE:BEFORE PROCEEDING. na. 16.NO OBJECTIONABLE NOISE,SMOKE, DUST OR ODOR WILL RESULT FROM THIS $e INSTALLATION,ONCE CONSTUCTION IS ENTIRELY COMPLETE. 2. REMOVEEMNLUSSTNG ROOFING MATERIALS DOWN TO(E) DECKING OR AS REQUIRED ' DETAIL OR PLAN ENLARGEMENT GENERAL NOTES F_ ETRATIONS. ) Z I).OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 3 RE-ROOF TO MATCH EXISTING ROOFING. INSTALL FLASHING&LAPPED JOINT TO `- arhi I0.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS MID EXISTING ROOFING AS RFD.µ0 PER SPECIFIC ROOFING SYSTEM SPECIFICATIONS. ^ REVISION SHEET NUMBER: 8� INSPECTORS REQUIRED FOR CONSTRUCTION. L'�f an GENERAL NOTES SYMBOL LEGEND T3.0 SITE SURVEY Of A PROPOSED LEASE SITE -4rSprint. LING IN A PART OF NE!/4 OF SECTION 23, T"'-'<"'Of 91C k1.P.11 cm(Of CAMP( COUNTY OF KW,STAR OF COLORADO, SPNR?Or .813 CNAEOT DRIVE,SURE TDB PLEASANTON.CALIFORNIA 915!! PROTECT INFORMATION: 1N I WELO COUNTY TOWER BASIS OF DARING LNL DN13XC301 IAN•I 1 ne. .400.30 0-F 90.0.0 1 0 OMR 3101 3STN AVENUE - --u- R 73900, GREELEY.COLORADO M y� ooe k ` rm we uMIu1.�cN�ell1 IPaz MOO AM WOEwoeO REV.: [PATE: DESCRIPTION: BY: okr o.o rot Pe Nc OMM r4 4 Io al et TioGAL fifwNoa \ ♦ Ia/IJN) IMYtlRI CO)f011 (--- ROAM MO C01RpT �. . B II/ MEPPIELOPIGIV cat PG 1w !1,l1' I - MEP MD mMID? 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B:1116 6 NOT A=POW 91R.TY,UI1G WWI MAT CO 10FRONNON SHEET NUMBER 0 91ALEY PLAT. C 1 .0 *Sprint• SPIN PCS" 4653 CHAROT DRIVE.SUITE 100 PLEASANTON.CAUFORMIA 94018 PROTECT INFORMATION: WELD COUNTY TOWER DN13XC301 GREELEr WAS WWI EXISTING SPRINT PCS A/C UNIT TO REV.. DATE'. DESCRIPTION: BY. REMAIN-REMOVE DUCT WORK µ0 BBaer (NB INSTALL INTERIOR GRILLS A to/R3/03 RLWLW M=L REMOVE ALL EXISTING SPRINT PCS 9 II/I/li EQUIPMENT FROM NSIDE BUILDING RLk�M Lu�1 F SPRINT R A/C U'S NT.WAIL __ FOR G BUILDING-PAINT NNG-ON IM.WALL i I- ii i \ 0f EXISTING OUILgNG-PgIM WHITE \_ U.G.TELCO SE CONDUIT TO PPC \YY\ IN .UTILITY EASEMENT '\ (E)WAYEGUIDE RIDGE TO REMAIN (E)SPRINT PCS MW DISH TO REMAIN \ \ LANDLORD DRAINING APPROVE: \\\a pa I�(E)LATTICE TOWER Mn DATE: \\ \( ; �P1LEfl5 EQUIPMENT CSAi PRaPo5Eo IO'-o•.zo'-e'I I SPRINT PCS LEASE AREA BELOW TOWER RE:A$.1 0CIVIL1.0 SURVEY NOTE:REFER TO SHEET CHARLES STECNLY ARCHITECTURE.Inc. \ I I C1 0 FOR EXISTING PROPERTY 184wow aumwte now.surly(51 — 9 BOUNDARIES. GAYS AREA µO MINT miwoBaH maw _ /E)SPRINT PL$PANEL EASEMENT DESCRIPTIONS rmne.mem L �[ v („S'...___.„...----- / ANTENNAS TO REMAIN(TYP) _ -L411 L �J J1i L� u COAX NOTE:TERMINATE COAX FROM I Pµ01.ANTENNAS.MICROWAVE DISH& 24-0(TYP) I CPS ANTENNA AT REAR ICR C£SPRINT E \ r NPCS EW JUMPERS. CABINET. WSL.VL SW UTILITY EASEMENT FT $-A CC. PVC EL£C CONDUN TO = PPG-ABANDON CONDOR INSIDE BUILDING ELECTRICAL EQUIPMENT NOTE'. DO _ REMOVE EXISTING SPRINT PCS NOT REMOVE OR R DRAWN RV CxN.. qPV: GENERATOR PLUG&ANRO"MTCD WIRING EXISTING ELECTRICAL ISREADY FEEDER CUNTIL ONNECT. NEW FEEDER IS RGOV TO CONNECT. MAN TARE CS (E)SPRINT PCS METER µ0 DISC.SW, FM NWT TO REMAIN-REMOVE FEEDER TO(E) EQUIPMENT A SITE SWAP:TERMINADON FROM EXISTING SITE TO NEW SITE MUST BE S PERFORMED DURING SPRINT'S STµOMN3 MMNTEMANCE WINDOW. EL T C` 4� SHEET TITLE Ii g / OVERALL t= 1 I SITE PLAN se 'AT„ SHEET NUMBER: Ea 1 I OVERALL SITE PLAN SCALE: 1/16"R 1'-0' A2.O 1 tW _ .• I spnnl PCs' l46.e3.CHAROI ONUS.5VXE IN —1 PtEASANTON,CALIFORNIALALIFOCALIFORNIA L5B8 2'PVC STUB-UP FOR POWER k TELCO A PROJECT INFORMATION'. (ttP or 2) \ ONE OF TOWER ABOVE WELD COUNTY TOWER 2'PVC SR1B-UP FOR r - - DNasm AVENUE GROUND CONDUCTOR �' \ (TYP OF 3) SERVICE LIGHT(m) EE 5 COLORADO IRE:ELEC WAN 6uMR�� P 0� n -1 N¢ROWALE J ( -7t REV. DATE. DESCRIPTION: BY wR/RADO FUTURE I EL BB'-e' LT1311# L13CAB11# 9c2825j B]325,11 L 1°°I I I' P • Au WI. IWAN WMm.Am PRELNAvav WS FON FIN GRADE 1311A o NMull Tr - , A. EL TOO-a 1. �mg u V. La LONG. L — _ _ _ J ® e SaO ,1 CHAIN LINKFENCE nFULL�._•_J . • PERIMETER W/MTL. •. SLATS RE:AI.O ]A 3I FOUNDATION PLAN SCALE: 1/4"=1.0" I 86 I LANDLORD DRAWING APPROVAL • �• — MODIFIED WAYEGUIDE BRIDGE VANO PVC FOR ELEC.TELCO Nm CONTRACTOR OPTION 4- INITIALS: DATE. WITH FO STUBS-SEAL ENDS • / (SEE ACTC OPTION " t , - ARc11REcr: FOAM SEALANT (SEE NOTE O A SPRINT NTOONLL 3.0/10 �y N (SET NOTE AI) 3 CONC. SM ON( 4-01SNOMR A • / Q • CONC 54B(FUTURE SHOWN ■\/ LLB' Lt - F d ,.•. • Y DASHED) cwPLESSTEpnv ARCWrtECTURNAIm ff ley POI 03.0•74 " _ A\ 2• (2)2"0 U.G.WC FOR .....1 oEa.1 dM POWER/TELCO II • -�- Y.uc.PC FROM \\-RERAR FULL LENGTH ( I TELCO BOARD IN BLDG. OW) QI•-0• MC CABMEI(POWER/TELCO) W/6FNEPATOR PLUG OH v .....„.......„.„....2(\ 1 STL.FRAME RE:ELEC II ' 1 O C T THE CONTRACTOR MAY USE ONE OF IWO REINFORCEMENT METHODS: I)#5 BARS 0 16" . of 2)A♦BARS 0 12'O.c. -r� 0 CONCRETE.2.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301.ACI 318 AND THE SPECIFICATION FOR CAST-IN-PLACE c A A. I LONG' TOWER FOOTING AVH ACMVM BV: CHK: AM: S.ALL CONCRETE SHALL BE LYRE II ANDOTHERWISE /`HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AFTER 20 DAYS,UNLESS NOTED . ' CS ♦.REINFORCING STEEL SHALL CONFORM TO ASM A SID,GRADE 60.DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL /ip FM INFa. CONFORM TO AS1M A IRS WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS 13'AND ALL HOOKS C 1 SHALL BE STANDARD,UNO. l21 U.G.WC ' FROM ELEC. 5.THE FOLLOWING MINMIUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: METER ON •CONCRETE CAST AGAINST EARTH . 3 IN. $DG. •CONCRETE EXPOSED TO EARTH OR WEATHER'. 3 K A6 AND LARGER. 2 IN. #5 AND SMALLER&WAIF 11/2 IN. • Sg CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 1.5 SLAB AND WALL 3/4 IN. REINS AND COLUMNS 1 1/2 IN. SHEET TI STRUCTURAL LOADING CRITERIA FOR SIAR ON CRADF "C,o. 6.A I'CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE.UNO.IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. LNE LOAD(SNOW): - 30 psl /\ EQUIPMENT 3 SHALL MXG SPEED: - 85 MPH 3g 2INCHORTBOLT. DOWEL OR ROO SHALL ION Of CONCRETE EXPANSION/WEDGE TO MANUFACTURER'S RECOMMENDATION MANUFACTURER'S IEMBEDMENTTEN T DEPTH OR ASDED ESSOWN ONDURE. E THE WIND rEXPOSURE: - CO' , LAYOUT PLAN :to DRAWINGS. NO RERAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES N CONCRETE. EXPANSION SEISMIC ZONE: - I BOLTS �^ SHEET NUMBER: $r SHALL BE PROVIDED BY RAMSE1/RE01EA0 OR APPROVED EQUAL. REFER TO SHOP DRAWINGS FOR ANCHORAGE. ad 2 I SECTION AND CONC.NOTES SCALE: 1/2"t 1'A" 1 I ENLARGED SITE PLAN SCALE 1/4"=1'O" A2.1 s-S int. wrens• 46BBCHABOT DRIVE.SUITE IVO PLEASANTON,CALIFORNIA 81581 PROJECT INFORMATION 1'HUB FOR TELCO MICROWAVE CABINET (1'RIGID STEEL CONDUIT) WELD COUNTY TOWER FUTURE BATTERY CABINET POWER/RADIO CABINET (.Wi[xW5 TO PANEL DN13XC3D1 FUTURE POWER/RADIO m'P) GREELEYco AVENUE �HATI£RY CABINET CABINET ___ • E O DESCRIPTION: BYA : I-I.I I REV.: DATE. 10/18/01 ruff, � we TELCO ... It/0pe R4.nWW wo0'm we 1111111 I III" (E)SPRINT MICROWAVE DDH TO MINN n 1 1 1 1 POWER LANDLORD DRAWING APPROVAL: 1'HUB FOR POWER (V RIGID STEEL CONDUIT) INITIALS:- DATE: ../ (E)LATTICE LOWER CnRCNITECiA • '-0 3 I REAR EQUIPMENT ELEVATION SCALE: 1/4"=1 " v S` 'i CRAWLER STECKLY ARCHITECTURE.Ina Nem mower.Rome sun me « 6 NOTE:ANTENNAS BY OTHERS ARE UT T LAWN,CatONADD elm SHOWN ON THIS ELEVATION FOR Fmpynaan M. CLARITY.NO ADTTIONAL LOADS ARE RI PROPOSED TO THE EXISTING TOWER. tl SOAAR SHIELD (E)WnKCUICE BRIDGE TO REMAIN (E)SPRINT HVAC TO REMMN V B FOOT LC COAX •• FOR OWNER'S USE mom Cam: ARV Ii (ANTENNA It en) _�1'HUB FOR 1CLC0 FM NFU. CS (1'RIGID STEEL CONDUIT) HEAT EXCHANGER e n e FUTURE GROWTH CABINET �, _ 3 F0 NTERfILE O illy 1'HUB FOR POWER i (1'RIDD STEEL CON WIT) SPRINT EOUIPMEM TO BE REMOVED 8o FROM INSIDE Of BLDG SHEET TITLE I to NH aim LI„M FENCE W/MTL SLATS EXTERIOR TO CONEAL SPRINT EOUIP,_COLOR SHALL MATCH BUILDING ELEVATION 82 SHEET NUMBER: sa 2 I SIDE EQUIPMENT ELEVATION SCALE: 114"=T-S" 1 I NORTH ELEVATION SCALE: 1„S"=1'-S" A3.0 IC-0" FO. FO. l int. _ B CATE POST CL GATE POST SANTON.CALIFORNIA RE PROJECT INFORMATION k9 CORNER POST •A=•�� ;=e=_�.>_.e._ p••••_�• WELD COUNTY TOWER ••••••t��111��•�•�••••••i•�f��•�• li��•�•��••• DN TOP BRACE PAL 3onCAVEENUE ��•�_ �•f O1�W3� I�•�•• LATE E11.WE GREELEY.80634 COLORADO M • ,� •Ki Y�I�� REV.: DATE; OESCRIPiICN: BY: Id GATE LATER--..., I 10/'•ro' BcmMWttileT. mg, MiLAB W/LOCK / STRETCHER BAR METAL SU15-COLOR ma • 'I/ TO RATON EXISTMG III BUILDING D•`I� •i• •`�i IIIIOi STEEELLTTURNNBBUCKLE LINE POST ��•_- !iii O••i'-i��•� WA•❖ii •Oi�i'i i040•O� I�•��•.'� FINISH GRADE ' II-1�1-1�1-1�1-1�1-1i1-1i1-1�1-1'. 'I1=1111111=111=11 LAN DL0NS DRAINING APPROVAL GATE POST INRIPLs'. HATE'._ , APCANTECT: Ins PIER(TYR) ACCESS GATE 4 I ACCESS GATE DETAIL N.T.S. CHARLESC s Ai IncQ CORNER.GATE,END OR R .umlnio ARCHITECTURE,NW J"A POST AT PPC \/ PULL POET NOnle win RA O1IN iA • \ v N /\ -‘• 1.- - •- NORTH ill�•'•'•'•• TOP BRACE RAIL 3 I CHAIN LINK FENCE PLAN N.T.3. Illi�%i• MIIiTRETCHER TAR I. GATE P05i.CORNER,TERMINAL OR PULL POST SHALL BE 2 J/B'0 SCHEDULE 40 0 2. NE POST. 2-3/0'0 SCHEDULE 40 PIPE PER ASTM-FI003. a LINE OMGttYL ROD W/ DRAWN BV: 3. PROVIDE A LOCK AND CHAIN SYSTEM. STEEL TURNBUCKLE MAR MAE CS O 4. TOP RAIL Pe BRACE RAIL. I 1/CO SCHEDULE 40 PIPE PER ASTM-FIOB3. ll♦♦�•• BOTTOM TENSION WIPE FM INFO: 5. FABRIC. 9 GA. CORE WIRE SIZE 2'MESH.CONFORMING TO ASTM-A392 CLASS I. BOO 6 A TIE WIRE' MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24 INTERVALS.INSTALL FINISH CROWN TOP OF F1 GRADE aHOG RINGS ON TENSION WIRE AT 2 INTERVALS. PIER I -.•��•• HAWN EXISTING) ]. TENSION WIRE:7 GA.GALVANIZED STEEL. T. „•�•�•�• 14 B. BARBED WIRE: N/A ta Q 9. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. 12.0436' - —.- CONCRETE OR I/2. SHEET TITLE. !•,: ID. HEIGHT. 6'VERTICAL DIMENSION. CLEAR f TWX 1— SAKRETE PIER BETWEEN BOTTOM go- ALL WORK STALL CONFORM WITH THE DESIGN AND CONSTRUCTION SPECIFICATIONS FOR FENGEs Lgilt T MP OF FENCE DETAILS Ki 12. INSTALL FENCING PER ASM F-567. :u UMBER I). WEAVE METAL SLATS BETWEEN FABRIC AND SECURE W/METAL TES(T k B). COLOR:MATCH ESISTNG BUILDING SXEETH 2 I GENERAL FENCING NOTES 1 1 CHAIN LINK FENCE DETAIL N.T.S. A4.0 GENFRµ XGTE5: OvONNffi SWITCH Lk FUSES f.ROIIN01N0 AF.F. ABOVE FINISH GRACE },/W�r,tW Af O. ABOVE FINISH GRACE 151M jj jj 1. PROVIDE SERVICE TO SPRINT EQUIPMENT. 1. ALL FUSIBLE DISCONNECT SWITCHES SHALL BE HEAVE I. DO NOT INSTALL BURIED GROUND RING 0111510E OF APPROX. APPROEIw1ELY 2. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL I WITH VOLTAGE AND NEW RATING AS INDICATED. PROPERTY LINE. IENCONTRACTOR SHALL NOTIFY OWNERS INCH ARCHITECTURAL Sprint PCS- SYSTEM PER THE O.E.C.AND ALL LOCAL, FIRE FUSIBLE SWITCHES SHALL BE USED WITH CLASS R RSTALLED SO T EN THE BURIED GROUD RING IS A.L5. AUTOMATIC TRANSFER SWITCH Fen *TOOT CRILYLIFO SUMP TOO DEPARTMENT AND OTHER APPLICABLE CODES. FUSES. INSTALLED EO THE REPRESENTATIVE CAN INSPECT GROUND BD. BELOW ENISN g5ANTp1,ULICORMA 94585 3. IT IS THE CONTRACTOR'S SOLE Rf5PON51BNTl TO 2. LABEL ALL DISCONNECT SWITCHES WITH RESPECT TO RING BEFORE IT 5 BICKSLRED, B0, BOTTOM OF NE DISCOVER AND ADHERE TO ALL JURISDICTIONAL CODES THE EQUIPMENT MET CONTROL AND TO THE FUSE 2. PROVIDE ALL GROUNDS AS REQUIRED BY THE N.E.C. IN BICH BARE TINNED COPPER WIRE PROh CT INFORMATION' AND REGULATIONS.AND TO OBTAIN ALL NECESSARY SIZE AND*NE. ADDITION TO GROUNDING SHOWN. L CONDUIT PERMITS IN ADDITION TO HAVING ALL WORK INSPECTED 3 ALL DISCONNECT SWITCHES USES WITH MOTORS SHALL 3. ALL GROUNDING ELECTRODES SHALL BE BONDED TOGETHER CB CIRCUIT BREAKER WELD COUNTY TOWER HO RSEPOWER APPROPRIATE AUTHORITIES. BE RATED. SIZE FUSES PER N.E.C. PER NEC 250-50. CLG.4. THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL 4. PROVIDE A SPARE FUSE CABINET WITH AT LEAST 10% 4. ALL GROUND RINGS SHALL HAVE A MAXIMUM GROUND CLR. CLEAR EAR DN13%C301 DRAWINGS WITH ALL OTHER PROJECT DRAWINGS AND SPARE FUSES OF EACH SIZE AND TYPE,WITH A RESISTANCE OF 5 OHMS.ADO ADgigW1 AS REVD, CMU CONCRETE MASONRY UNIT )10135TH AVENUE TRADES PRIOR TO ANY ROUGH IN, MINIMUM OF 3 EACH. PROVIDE A µIMEPUIE ON THE 5. ALL EXTERIOR GROUND**CONDUCTORS INCLUDING COL, COLUMN GREEtay,COLORADO 5. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED SPARE FUSE CABINET INDICATING THAT ONLY THE GROUND RING SHALL BE/2 AWC SOLID SANE TINNED CONC. CONCRETE ROUGH SHOULD ACCORDANCE WITH RECOMMENDATIONS OF THE "RKC"TYPE OF FUSES SHOULD BE RESTOCKED TO COPPER,EXCEPT ANTENNA GROUNDING.MAKE ALL GROUND Clfl. CENTER MANUFACTURER AS APPROVED BY THE PROJECT MATCH EXISTING. CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE.AVOID AVOID CU COPPER REV.: DATE. DESCRIPTION: BY: MANAGER,AND TO CONFORM WITH THE CONTRACT SHARP BENDS. BENDS SHALL NOT EXCEED 90' FOR 0 DEPTH DOCUMENTS. GROUNDING.GROUNDING CONDUCTORS SHALL BE ROUTED DISC. DISCONNECT A to/m/03 gilt; me 6. THE INSTALLATION SHALL BE ACCOMPLISHED BY O'1SES DOWNWARD TOWARD THE BORED GROUND RING. (E) EXISTING naW xo WORKMEN SKILLED IN 11115 TYPE OF WORK. ALL BOXES SHALL BE PER N EC.ANO SIZED PER 6. ANTENNA GROUND LEADS SHALL BE/VD GREEN 15CW. EC. ELECTRICAL CONTRACTOR 0 H H/9/y I. ALL MATERIALS USED SHALL BE NEW AND SHALL BE CODE BASED ON THE NUMBER OF WIRES ENTERING OR 7. ALL GROUNDING CABLE IN CONCRETE SHALL BE IN t PVC ELEC.0 ELECTRICAL Ie`nL.'N41vW1 VERIFY L LABELED LEAVING EACH BOX. CONDUIT.NO METALLIC CONDUIT SHALL BE USED FOR EM. EMERGENCY 8. LOCATION OF ALL BURIED UTILITIES PRIOR TO 2. pENTIEY ALL OUTLET.JUNCTION AND PULL CONES GROUNDING CONDUCTOR SLEMS EQ. EQUAL EXCAVATION. ACCORDING 10 THE SYSTEM CARRIED BY ARAMs OF B. ALL GROUND BARS SHALL BE SOLI()TINNED COPPER. ExP. EXPANSION 9. REVIEW AND COMPLY WI ALL OF THE GENERAL PAINTED ON STENCLS OR LABELS WITH LEGIBLE WHERE MECHANICAL CONNECTORS(TWO-HOLE FULL LOAD AMPS CONDITIONS OF THE CONTRACT DOCUMENTS ABS OR CLAMP) FG GAUGE SPECIFICATIONS IF 50 APPLICABLE. LETTERS AND CONTRASTING COLORS MO WITWIR ARC USED,APPLY A USERµ PROTECTIVE COATING OF µ G, t0. CONTRACTOR TO INSTALL ALL EpuRMFNT SO IT IS ABBREVIATIONS. ANTI-OXIDE COMPOUND SUCH AS 'NO OXIDE A BY GEl GROUND FAULT INTERRUPTER GNU GROUND STRUCTURALLY SOUND AND DOES NOT AFFECT THE 3. ALL BOXES SHALL RE A MINIMUM OF I-pr DEEP BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. STRUCTURE ON WHICH II IS MOUNTED. 4 SQUARE OR OCTAGONAL WHEN USED WITH PROVIDE LOCK WASHERS ON ALL MECHANICAL CARS GALVANIZED RIGID STEEL FIXTURES UNLESS A LARGER SIZE IS REWIRED BY THE CONNECTORS.USE STAINLESS STEEL HARDWAREH. HEIGHT DEVICE OR NUMBER Of WIRES BENG INSTALLED OR THROUGHOUT. NOR. HORIZONTAL UNDULY PER CODE.µL ROSES SHALL BE PRESSES STEEL 5. THOROUGHLY REMOVE ALL PANT AND CLEAN ALL DIRT IBCW INSULATED SIRNICED COPPER WERE GALVANIZED TYPE U.N.O.O. ON THE DRAWINGS.BOXES FROM SURFACES REWIRING GROUND CONNECTIONS. L0. INSIDE DIAMETER 1. CONDUIT TYPES SHALL BE PER N.E.C. FOR MHSONARY-BLOCK OR TILE WALLS SHALL BE REPAINT TO MATCH EXISTING AFTER CONNECTION IS...ME IC. ISOLATED GROUND tANDLoRD O AWING AInROVAL, 2. MINIMUM 512E IS 1/2"UNLESS OTHERWISE NOTED ON SQUARE CORNERED TYPE. TO MAINTAIN CORROSION RESISTANCE.ALL GROUND RVA KILOVOLT-NAPS THE DRAWINGS AND SHALL BE INSTALLED IN A CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF MW KILOWATTS INITIALS: DATE- CONCEALED uGHi MANNER. METALS BEING ATTACHED TO. Lp UW10 PROPANE 3. IF ALLOWED BY THE OWNER OR ENGINEER.CONDUIT G PAN : 10. ALL ExTERNAL GROUND CONNECTIONS SHALL BE ARCHITECT. MAY BE INSTALLED IN AN EXPOSED MANNER IN EXOTHERMICALLY WELLED.µL ExOTHERMC WELDS TO MECH. MECHUIIGL I. ALL PANELS SHALL BE AS INDICATED ON ONE-OWELLVC WA%IYW CERTAIN LOCATIONS.IF EXPOSED, IT SHALL BE ROUTED BURIED GROUND RTHE RING NOR BE THE PARALLEL REE TYPE. /�L��• PARALLEL OR PERPENDICULAR TO THE LINES CG ME FDIAGRAMURNISH AND PANEL SCNEOULE EXCEPT FCR GROUND R005 MNILM ARE TEE MCA MN MINIMUM CIRCUIT IMPS ■/v, RIGM ANGLE BENDS SHALL BE MODE NYM 2, FURNISH TYPEWRLTEN DIRECTORY BOARDS TO IDENTIFY EXOTHERMIC WEHL5. MOB YNN CIRCUIT BREAKER BUILDING.UAHpN . WHERE DS SHALL AND BELOW 6 EACH CIRCUIT, NOTE SPARE CIRCUITS ON DIRECTORY II REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN NGB MIN GOING BAN FEET ABOVE ELBOWS FLOOR AND SUBJECT TO PHYSICAL CARDS IN PENCIL. DAMAGED BY EXOTHERMIC WELDING.USE SPRAY YIN. MINIMUM CHARLES MEEKLY RACXRECTURe.Fee. 3. CLEAN OUT ALL DIRT AND DEBRIS IN ALL ELECTRICAL ME. METAL DAMAGE,IT SHALL BE OR.S.CONDUIT. EQUIPMENT, PANELS AND SWMCXGFAR. GALVANIZER SUCH AS HOLUB LECTfl050L/15-501. MITR. MANUFACTURER1•11..4•19MO Ilea sure in 4. ALL EMT CONDUIT SHALL BE USED WITH COMPRESSION 12_ GROUND RING MUST BE INSTALLED BEFORE THE N. NEUTRAL 0111.•OM 031•17.1 FILLINGS AND ALL CONNECTORS SHALL HAVE INSULATED EQUIPMENT CABINETS ARE SET.GROUNDING CONNECTION Ni 5. NOT TO SCALE r powwowTHROATS. FITTINGS SHALL BE STEEL OR MALLEABLE TO ME CABINETS MUST BE MAINTAINED AT ALL TITRES. DC. ON CENTER m IRON. CONDUCTOR: 13. GROUND RING SHALL BE A MINIMUM Of 2'—B DEEP,OR O D OUTSIDE DIAMETER 5. µL PVC CONDUIT SHALL BE SCHEDULE 40. 6"BELOW FROST UNE,WHICH EVER IS GREATER. PER PEDESTAL 6. ALL CONDUIT THAT PASSES THROUGH A RATED 1. ALL WIRE SHALL BE COPPER UNO. ON THE DRAWINGS. 11. INSTALL A MINIMUM OF(4)N2 AWG SOLID BTCW FROM PL, PLATE MREWALL OR FLOOR SHALL USE APPROVED FTRESTDPS WIRE 112 k/10 SHALL BE SOLI,LARGER AIRES METALLIC BASE OF POLE/TOWER TO GROUND RING. PNL. PANEL EVEN IF NOT SHOWN oLL THE DRAWINGS. SHALL BE STRMNDFD U N.O. RELPT RECEPTACLE Z. ALL CONDUITS LEFT EMPTY FOR FUTURE USE SHALL 2. TAG µL FEEDER AND BRANCH CIRCUIT CONDUCTORS IN SHT. SHEET HAVE A CONDUIT MEASURING TAPE OF 200/TENSILE ALL ENCLOSURES,JUNCTION ROSES.PANELS.ETC..TO SIM $MAAR I STRENGTH M EQUAL PULLED INTO THE CONDUIT ANC INDICATE ITS CIRCUIT AND PANEL NUMBER FROM WHICH SPEC. SPECIFICATION TIED Off AT EACH END. IT 5 E0. ST. SELF-TAPPING „ B. LABEL ALL CONDUITS AL ALL JUNCTION ROSES, 3. FEEDERS 14 ANL,WINGER SHALL BE XHHW OR THWN. SILL STEEL PANEI S.ETC..AND ALL JUNCTION AND OUTLET BOXES SMALLER WIRES SHALL BE THW OR BETTER. SS SURGE SUPPRESSOR 711 NE BE PAINTED WHITE ENAMEL BOTH ON THE 4. WIRES USED AT IOOW OR LESS SHALL USE G0'C STRU STAINLESSSTRUCTURAL STEEL _ INSIDE AND OUTSIDE PER R EACH BOX. RATING:ABOVE 1 SHALL USE JS'C DATING. SIRLIC. SYNCH 9. SUPPORTSAL PVC NEC. SW. THICK OMWM RV: K. APV 10. THERE SHALL BE E GRADE CONDUITIUERGR OF THE S B OR ANGLS TP STE If UNLUITGROUNp,IT THE. THICK MAR uRF ( CB SHALL E CHANGED C ONSET CONDUIT.Q GENENFR- 10 TOP OF u1Yp, ttRDIL INFO: I. AF MEx CONNECTIONS L ALL FUSED FOR ALL I. GENERAL-PURPOSETONEW TRI,DRY-TYPE TRANSFORMERS O - SMALL BE U,G. UNDERGROUNDNOTEFM V 1 TRANSFORMERS. MOTORTES AND BE USED FOR ALL ACCORDING R NEIM TR I,FACTORY-ASSEMBLED.W T VN O. UNLESS NOTED OTHERWISE y CONNECTIONS TO MOTORS.AHD EXTERIOR EQUIPMENT. DE-ENERGIZED AIR-COOLED. TWO TAPS FOR y, VOLTS 12. CONTRACTOR WILL NOT BE ALLOWED TO USE "AC. DE-ENERGIZED TAP-CHANGING OPERATION.INSULATE WITH R. VERTICAL pF1VNIE*REVEL,P.E. ILIAC", ANN TYPE WIRING SYSTEMS WITHOUT THE CLASS 220 INSULATION AND RATE FOR ISO DEGREES C RISE W, WATTS WRITTEN PERMISSION OF THE OWNER. AT CONTINUOUS OPERATION AT RATED KVA Wp_ WEATHERPROOF LLY.EW ndn5OIo I], WHERE CONDUIT PENETRATES WALLS,CEILINGS ANO/OR 2_ TRANSFORMER SURFACE TEMPERATURE RISE TO BE LIMITED XFMR TRANSFORMER L101ws 3103-7 eRR x FLOORS, ME CONTRACTOR SHALL PATCH AROUND TO A WaIMUM OF 65 DEGREES C. 3013031933JNB BK O CONDUIT TO PROVIDE A TIGHT SEAL AND THE SURFACE 3. PROVIDE TERMINAL ENCLOSURE,WITH COVER,TO WILL BE LEFT IN A CONDITION TO MATCH THE ACCOMMODATE PRIMARY AND SECONDARY COIL WINDING Cr EXISTING. CONNECTIONS AND ELECTRICAL SUPPLY RACEWAY TERMINAL CONNECTOR. USHION SHEET TITLE oa ENfl OcllRFS- A CUSHION TRANSFORMER COIL MAX CORE ASSEMBLY FROM `'#g" 5 ENCLOSURE LIGHT GREYTIEHAUCOIATIox SUPPORTS. ELECTRICAL ,� I. ELIN ENEW I E DENS L INSTALLED INDOORS BE 6. TR1ANTSFORMER SHALL BE PAD MOUNTED(PROVIDE SPECIFICATIONS NEW 1 GENERAL PURPOSE E ENCLOSURES OH HOUSEKEEPING RAD ACCMONG TO HERS uZ 2. INE IAEMA 3L.OR WEAT WEATHERPROOF FD OUTDOORS SHALL BE RECOMMENDATIONS).IN NEW]fl.OR ENLLCSURE5. SHEET NUMBER: ELECTRICAL SPECIFICATIONS ABBREVIATIONS E1 .0 Low• PARS TLC' C}1p'yiI. 3]Q/20BREAKER VOLT PHASE WIRE SERVICE **lilt MD NIP'. MAIN BREAKER R LUGS ONLY m MOUNTING'. SURFACE CO SHIM PCS' 22,E AIL: GROUND BUS CB NEUTRAL M FLUSH 9 4613CHABOT LIFO w SUITE 100 - PLEASANTON:CALIFORNIA BEe DESCRIPTION DESCRIPTION L2 PROJECT INFORMATION- E -POWER CABINET 6700 BOLT 1 2 60 - E-SURGE SUPPRESSOR —� 6700 ] 4 WELD COUNTY TOWER E -FUTURE POWER CABINET (3250) BO 5 - SF BON13%C3�1 �--. TH AVE —� (JzsO) 7 6 _ - SP LRE COLORADO L-SERVICE LIGHTING 1200 0 9 10 20 360 R-TELCO.TELCO Gil BmOI FAN 3W I5 11 12 SC 3000 E — MICROWAVE CABINET— REV,. DATE: DESCRIPTION. BY: LI IN F 'O/P]/W TOTAL 15,600 POLO AMPERES ].]60 TOTAL RMI' N "/yo] RENEW xtl C tRT SPRINT PCS SITE NAME. WELD COUNTY TOWER L-LIGHTING R- RECEPTACLE is—MOT R T-TRANSFORMER SP-SPACE PROJECT MATERIALS UST SIZE I' GNI]XC]01 S -5UBFEED E- EQUIPMENT A-APP MICE 0-OTHER $PR-SPARE ITEM/DESCRIPTION MANUFACTURER Oh. JNITS FURNISHED CONCRETE INEPT eoyELEOTadL I72D•Sl0 c prsn N/A EA GoNTRAcnNE NOTE: LOAD CENTER IS PROVIDED INSIDE POWER PROTECT° CABINET(PPC) CONCRETE URIIY BOX/TELEPHONE 17.7003' CHRISTY N/A G COHRNEER • CONING/CWl-CO /A FT. CONTRACTOR CONBUX/PDRER-x'. CONTRACIDI 3 FL CCOIIRN1oR ONOUO/EELCo-43 CONNECTOR N/A FT. CONTRACTOR PHASE A- 8260 VOLTAMPS PHASE B- OO V _TAMPS NNENT/IELCO-IY CONTRACTOR 60 FT CONTRACTOR OISCO".AECT SWEEP VAlEESS N/A a coNTC°"TRA"PACTIDA OR PANEL LOAD CALCULATIONS - H.IINS°""RC"`"" DATE,G OVAL POWER PROTECTION ono(PPC) NORTHERN RCHIKKOLIES I EA. SPRINT LIGHTING 1200 Y0.TAMP5 x 1.25 ISPo VMIINPS RECEPTACLES-ISO 10 NVA ]6O VDLTAVPS N TOE 360 IMTAMPS -ARCHITECT) GENERATOR RECEPTACLE/20CA IP 3W APPLETON N/A a CSPRINT ONTRACTOR MOTORRECTIF-FAN IiMD IXYTAVPs a TOE — 1]AW WLTANP$ GENERATOR RECEPTACLE RACK NR AFHPOR N/A 4 M 300 VLIiIMP5 x I-DC 000 VOLTNIPS �� MICROWAVE CARNET 3000 VOLTNIPS A 1.C ]WJ WLTALPS • NOTE.CONTRACTOR TO FIELD VERIFY ALL LENGTHS AND EQUIPMENT PRIOR TO ORDERING OR INSTALLING. 180N TOTAL DEMAND VA 89 6 TOTAL DEMAND AMPS CM W IU ST[unY ARCNIrtcTURE.I.n 120/208V 1. 3I MATERIALS LIST 2I PANEL SCHEDULE "-'a'T^'^" NOTE: REFER TO SHEETS A2.o A A2.1 FOR EXISTING ELECTRICAL EQUIPMENT (E)METER BASE ON BLDG. 200A/2P MEN CB(NORMAL SIDE) AND a EQUIPMENT LOCATIONS g, WALKING BEAM TRANSFER CIRCUIT BREAKER. BOTH ORCUIT BREAKERS (E)75 xvA, 12°/206V, (E) 200A/2P DISCONNECT CANNOT BE CLOSED AT THE SAME TINE. 34, IW XCEL ENERGY SWITCH W/200A RIORISES 200A/2P MAIN CB(EMERGENCY SIDE) R TRANSFORMER Dx BUILDING303/0.140 DRAWN BY, LnK'. nW.: APPLETON 2WA GENERATOR PLUG o r- Y- MAN WV CS r5/2.2/BL.it F-INFO: UO` US POWER G@NE! P ]/]/D. 1pL, 2"C2112./ARC. 1/2'C DENNIS OREVEL.P.E Ut. FINISH GRADE 2 IP rr 231.1 Nat PAeIR1u Pima 2 Iq a t10 SERVICE LIGHTS L .Enbetle Inn M2 460BA 54 COPPER TO GROUND LOCATED INSIDE 3E 1303193}wpE9 WOO-BONO TO NEUTRAL POWER PEDESTAL_ oQ (FIELD VERIFY) ..IP SHEET TITLE) p $URGE$UPPRESSIXt pn 2/12, i12C 3/6. /6D LOAD CENTER'LC' ONE-LINE& €i EXISTING SERVICEP PC (POWER PROTECTOR- PANEL SCHEDULE CABINET)WITH /loc It HENA 3R / ENCLOSURE TO MICROWAVE CABINET SHEET NUMBER. :-.'PT! 1 I ONE LINE DIAGRAM ESA 4rSprint• Swint PC$' SENMLE DOLT OP IT RD 6w J9RR10 RD CDIsamR PLEASANTTON*CAIIRMWAEGEE c ) ' nlRm Doll SELL POST TO TM PROJECT NF0RMADIMI: <// LEGIE GEE sro'ao'-o'M.GI wPPw OA WELD COUNTY TOWER fMOMNI[HLT YEm Ix AWL Salo DOM RODS a IC'MN.,Is'193. DN13XC301 TON NDB N RNLI PONT 10 Mom OD Rixc .6111.1 INSPECTION RCAGREGG( .m �_�,yam_ O /y I Rs: /Rio 66537 ix MM SLID BIM GIOwa A •'. s ,� REV ELCR PDORL DV: 101C-1x5191 6'NIw FROST IIM T • • V PATH Oro NUMBER a(13101Rs I♦ r r 12 IOC muo BIw to mn m e ..0• m rw we 11 ENCLOSURE,S RICE UM MD wmRUT / ROCK TO GROUND RD • Exam[ROC WOO IFAILIMN ® °'I,me O • R.1/040 AYE .E.M.I O WSPEttw YETI ORALj-,•_ i R / `' 1 P Sao RYE Mx BAZ M 106W :� ? �..� / RHO(946) RREr SUM TO MOM CRRm MAD CMXRB R6/R EO TO GROUND RXD-WRIT x BDn (m) \ N / — COPPER CONDUCTOR / \ — WNECI RhCXC MOE NO PRES •5010 DRIED COPPER DII GROUND BAR TOO- 5//i 40 SOLO GM USE MOOS BURIN 0114 ON COD.RIB OR e'ELHDE YEgE, urvncno axAwwc NsnlrvAl COPPER CONDUCTOR M E RC GEE RMtl rote RJR:EGO MYY REQUIREDW]EID AT CONNECTORS RE:Y/T59 IE 9ONIu5.LICROGL[BI.OE nieT MAW CT. ?a MIXED @1X6 COPPER GROUND 8N als E_ CSAi NoRTH RE,I.e. Leer...ewwww win GROUNDING SYMBOL LEGEND 21 EQUIPMENT GROUNDING PLAN N.T.S. .vN>a•I•••w' (E)IOYFR NOTES LIR RAN I DE 6 A M5MWIIC RMSEAIOX ONLY. REFER TO 00000 0 OR FOR 01E 0RwIC MOURNB UM 2.MG TO M0MKa NOTES m MEET DO FOR ItDTD[LL 9409941022 w1. ®IS 3 I/Itl<__I Y6' Cm MEG MMIMLIws FOR PPC CARNET t MtlRENC 9(.w. Hurt DEEMS TO SETS R..T/E6N (M ILL MIA Can) WARN BY'. II/>$J Gq/J Ges RIrxR I Draw o-nf FBI NR(rro) 2-HOLE IlD AT CARET I¢rtR a� MAR 1490 CS SOITCH - ' %IY.Yu' amlRD BYE ) co.: AYE OITa I► 12 -44 I r n0 1 Pa e- os E BRm R THROW RYE C P14010 am ` I GO R/II I PT6 I C'MXEI IYMMEI TREDIN —� INVB DENM5fiREVEL.P.E. N CPS COAX I CSC I I cGxET 1 Im EMCEE) 12366 R SGNSest mce Place s wlR ?•,_._._ 11 + /'NYxO' Ulalefm.E.IwaaN6XG6z] F^ I/IYlYl1' _ 6 @ e g h } 1 1303193}]W! 1 : 1 MM6.9R �� __ I nail 4RM ( I sHEET TITLE: a8 n 1 1 F. I 1 a — GROUNDING E_ 5 SjBYRIo'6PRRajr 1 JNRECOnIIEu DIAGRAMS R suo Pw marD RING I OA mom Roo li SOLD RYE MOUND RIG (PG Ire 9u RRT14BE9 80 I I EQUIPMENT GROUNDING SCHEMATIC N.T.S. E4.0 SECTOR SECTOR SECTOR *Sprint. $ 3 M Swint ANTENNA(S)PER PLAN CHABOIDTETW PLEAS CALIFORNIAOR 04500 PROJECT INFORMATION: WELD COUNTY TOWER 16 ARC FROM ANTENNA CABLE GROUND KITDN13%C301 3101 A`/ENUE GREELE #6 ANC GROUNDING KIT W/ I f I I I I 80634 COLORADO TWO-HOLE COMPRESSION I/4'XN xLENCM REWIRED CRIMPED LUGS HAP) SOLID TINNED COPPER REV.: DATE. DESCRIPTION BY', GROUND BAR A Il/O/N RD4 TINNED COPPER GROUND BAR AT ANTENNAS IWO-HOLE LUG CONNECTOR 0 0 0 0 0 0 0 0 N 11/ym A -� (TYP) tKi m�HwM -TINNED COPPER GROUND BAR 00 00 0 0 . 0 O 10.TOWER 0 —(2) 14/0 GREEN SOW MP) 07 ANC SOLID Brow.OR 14/D ISCW TO BURIED GROUND RNG, TINED COPPER GROUND BAG GROUND BAR OR BALDING O B0.TOWER/WAVEGVIDE GROUND AS SHOWN ON%/N BRIDGE (2 PLACES) 14/0 GREEN ISCW(iSP) LANDLORD DRAWING APPROVAL '. TINNED COPPER GROUND LIMi NOTE:ALL GROUND BAR HOLE CENTERS SHALL MATCH NEVA DOUBLE LUG CONFIGURATIONI'RIVALS. DATE._O RADIO EQUIPMENT NCB))RE. $/E5.0 ARCHITECT. TC— MB SOLID BICW TO /y SA• GROUND RING( ■/`J, CHARLES LY ARCMRECTURE,1.r. se naumepte Asa Tune IN oggging gamin. 4 I ANTENNA GROUNDING DIAGRAM N.T.S. 31 GROUND WIRE TO GROUND BAR CONNECTIONS N.T.S. r..lwl0)00.1 5. STL 3/B'BOLT(TYP) RX/TX(TOP) RX(ISP) TWO-HOLE LOU CONNECTOR ,.�CPS ANTENNA(SUPPLIED k W/HUT SHRINK(TYP) S.STE 3/B'NUT(TON) ANTENNA(5)B`LUCENT) DINE CONNECTOR ON S. OIL 3/0'LOCK WASHER TE MN o - 14/0 GREEN ISCW (TP) 'N'rFM.LLE CONNECTOR ON ANTENNA i' , ( SrL 3/B'FLAT WASHER 1/1'TOPCON JUMPERECTORS 'N'MALE CONNECTOR OMKN SY. CMK.. APT.: (TR) O1xM CONNECTORS Ip:n20'SOLID TINNED MAR HIRE CS COPPER GROUND BAR GROUNDING KIT FM IN CHERRY INSULATOR,NEWTON M of$ FO � wf•_5DA HELLO GROUNDING KIT1I ocp on ( ) widow ----I INSTRUMENT CAT ND. 30sI-4 / CONNECTORSCOAX W/DINE OW 3 PER COAX RUN) MOUNTING INSTRUMENT BRACKET-NEWTON LDPw-50A-13 DENNIS GREVEL.p.E. CAT No.A-6056 HELM COAX W/ Se3LR LL3awoman RMo TO GRG SOLID GTcw DINE CONNECTORS [Noma.,[manse Rol ea TO GROUND RING 5/00'MOUNTING13fRT 033-7040 1 IMI� MENTHARDWARE-NEWTON 1 z ;R CAT.NO.30\$-1 /'BOTTOM JUMPER. 1/2'BOTTOM JUMPER. I/2"RDLT W/LOCK I / &,JOTS-B(ISP) DNB TO'N'MALE DNM TO'x'MALE is WASHER(WP OE 2)) 1�1 / 1 1�1 CONNECTORS CONNECTORS SHEET 0000 MODCELL N' µE CONNECTOR 'H FEMALE CONNECTOR U 3.0/4.0 /-ON BrsfEVON WS GROUNDING i a NOTE:ATTACH MAIN GROUND BAR TO CONG.SLAB BEHIND DETAILS RADIO/POWER CABINET OR CO WAVELUIOE BRIDGE NOTE: ENSURE PROPER GROUNDING OF AU.ANTENNAS IN FIELD. - SHEET NUMBER: 8C " 2 I MAIN GROUND BAR(MOB)DETAIL N.T.S. 1 r ANTENNA CABLE CONFIGURATION N.T.S. E5.0 NOTE:MAINTAIN A LEVEL SURFACE OF 36 MIN. +1 inte --30000 PS 0000GXT]00 (BRONRAN LIGZE) INEROM OF PPC CABINET PER NEC. MODEL%Of BY HTING SPAN Pea` 1-800-720-1000 PPC CABINET 4HAI CHABOi W115W.suit,, (BY NORTHERN PLEASANTON,LALIFORMA 9458e 3 HOLE OUTLET BOO 8Y RED TECHNOLOGIES) WELDpRCLECT CO INFORMATION TO : DOT RIH]ILYATTACH 1 5/C COVER W/eIANN a 1891 COUNTY TOWER uwsFEN (P1000)TO GENERATOR POWER IELCO B SF FENCE POSTS W/ DN133C301 NU 1/2'SELF-TAPPING SCREWS PLUG I/2 u-BOLTS ]ml]STH AVENUE GREELEY.COLORADO MBN CONDUIT STRAP(ttP) a a REV: DATE: DESCRIPTOR: BY ro/ray CaiWlr�r MM INTERNAL GROW* I XR TIMED SWITCH,„ ' ® BM DTP) A II/B/03 • ELECTRICAL BOX 1r, RE'. EWD WEATHERPROOF BtMK 3w r�r .a FENCE Po5T FINISH GRADE 2'COWAN TO BLS -"---------------2'CONDUIT FROM(E) 1/2'e EMT TO PPC CABINET OR CABINET'CDR TELCO BOARD TT TO OTNER SERVICE LIGHTS EL CONDUIT FROM(E) 2'CONDUIT TO BTS ELEG SERVICE CABNET LANDLORD DRAWING APPROVAL INITIALS: DATE: 4 I SERVICE LIGHT DETAIL 3 I PPC MOUNTING DETAIL N.T.S. ARCHITECT: gr-74, _ CHARLESCSAi IIIIIIIIIII0.1 �� MREMELT ARCMIRCTBEE�Inc.IIIIIII nave plea mum in .11.,1a....- II•=1 MS)Sn+nrn HORIZONTAL STEEL SURFACE COPPER I UGS HOPISONiN SPI ILF TO FLAT STEEL SURFACE OR TKO HOLE - LONG SPLICE OF HORIZONTAL NO TOOLS SHALL BE HORIZONTAL PIPE- TYPE HS BARREL LENGT CABLES REWIRED FOR RFAIUrrAL 119E YA-2 TYPE SS OF COVER FINISH GRADE I jIII III SCHEDULE i0 WHIM PVC S A A E%OTHERMICALLY WELD TO �';2 . G gg AAA GROUND RW. _� D 4 DMVM By'. CHIC: Aw: -�•• •: ...N I-BIOS SLOT FOR was MRS CS o J_: :• GROUND WIRE.EXTEND 2• PARR I El HORIZONTAL CON DDIAR5 VEflnG F' J STEEL TIIRFATF rOM4frcO@1,74 ABOVE GROUND WIRE [NINE, PARALLEL THROUGH CABLE DOWN AT A5'TO VERTICAL HYPRESS (lYP EA. SIDE) F CONNECTION OF HORIZONTAL STEEL SURFACE INCLUDING PIPE TYPE YORE I° •••• •••- a CABLES - TYPE PT TYPE VS OFIMNIS GREVEL,P.E. 15311 Mast PresNURo Littleton. /2 ARC SOLO BLOW 13831933-)9!9 I "e CUD GROUND COPPER (EXTERIOR GROUND RING) El ,!,9„ 7 5/„..„0.-0-ROD-SPACE EVERY ID' MIN, 15'MAX SHEET TITLE CRUSHED ROCK INSIDE, $8 0 0 BSLEEVE ELOW NRD AROUND %OTXfRMIC WELD JIM /� ND PEB J IRQLIGH CARIF TO GROUND ROD 1:RIISR PIPE SNLLL REMAIN VISIBLE Z PO �ETA�LS FIELD STRANDED I SU GREEN THROUGH CABLE TO TOP CABLE DOWN AT 45'TO SHEET NUMBER. STRANDED INSULATED Of GROUND ROD RANGE OF VERTICAL PIPES 70 TYPE 2-YA-2 TYPE CT TYPE VS E6.0 F° 2 I GROUNDING CONNECTION DETAILS N.T.S. 'I I INSPECTION WELL DETAIL N.T.S. Hello