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HomeMy WebLinkAbout1234.01Building PlansSITE NO. IN13XCO78M CINERGY SUBSTATION INSTALL NEW NAS ON 80 FT WOODEN PO AND INSTALL BTS CELL EQUIPMENT ON AN ELEVATED STEEL PLATFO DIRECTIONS: FROM THE INTERSECTION OF 1-465 AND SR 431 (N. KEYSTONE AVE.) (EXIT 33), GO NORTH ON SR 231 (KEYSTONE AVE.) TO E. 116th STREET. GO EAST ON E. 116th STREET TO GRAY ROAD, GO SOUTH ON GRAY ROAD TO SITE. SITE IS ON EAST SIDE OF ROAD. FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY Ill PROJECT SUMMARY SITE NAME : CINERGY SUBSTATION SITE NUMBER IN13XCO78M SITE ADDRESS GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY TOWER INFORMATION: LAT.= 39°57'08.0"N (NAD83) LON.= 86°05'19.00"W (NAD83) ELEV.= 805.00' AMSL (NGVD29) OWNER: LATTICE COMMUNICATIONS 441 VINE STREEET APPLICANT SPRINT SPECTRUM, L.P. 9801 W. HIGGINS RD, STE 220 ROSEMONT, ILLINOIS 60018 JURISDICTION: HAMILTON COUNTY TAX IDENTIFICATION: 16-14-04-00-00-003.001 LEASING AREA: 2100 SQ. FT. PROJECT DESCRIPTION: CONSTRUCT A NEW, NON -INHABITABLE EQUIPMENT PCS WIRELESS BASE STATION WHICH INCLUDES: 1. REMOVE EXISTING WOODEN POLE AND INSTALL A NEW 80' HIGH WOODEN POLE. 2. PROVIDE AREA FOR FUTURE EQUIPMENT SHELTER. 3. PROVIDE A NEW 200 AMP ELECTRICAL SERVICE. HANDICAP REQUIREMENTS: FACILITY WILL BE UNMANNED AND IS NOT DESIGNED FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS DO NOT APPLY. SHEET INDEX T1 TITLE SHEET Cl SITE PLAN C1 A PARENT TRACT C2 UTILITY ROUTE AND DETAILS C3 COMPOUND LAYOUT AND DETAILS C4 FENCE DETAILS AND GENERAL NOTES C5 ANTENNA CABLING DETAILS E1 GROUNDING PLAN AND DETAILS E2 GROUNDING DETAILS E3 CONDUIT ROUTING PLAN AND DETAILS E4 ONE LINE DIAGRAM & GROUND BAR DETAILS S1 PLATFORM DETAILS S2 PLATFORM DETAILS S3 PLATFORM DETAILS UTILITIES: ELECTRIC: INDIANAPOLIS POWER AND LIGHT TELEPHONE: AMERITECH IT IS RECOMMENDED THAT THE CONTRACTOR NOTIFY INDIANA UNDERGROUND (1-800-382-5544) 48 HOURS IN ADVANCE OF CONSTRUCTION, FOR THE EXACT LOCATION OF EXISTING UTILITIES � Sprint Spectrum L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN13XC078M 1. 10/10/01 T1,C1,C1A,C2,C3,E2,E3,S1,S2,S3 CAM MAN LCS NO. DATE REVISIONS BY I CHK IAPP'D DATE: 09/20/01 CHECKED BY: R.E.N. DRAWN BY: M.A.N. REVIEWED BY SPRINT LANDLORD SPRINT RF NET. OPS. PROPERTY DON'T HOLEEZ OLEY" DIG BLIND CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA Sprint Spectrum L.P. 1 13Ic lift A _ 18417 a c- TITLE SHEET SITE NUMBER DRAWING NUMBER FftlddSilclilllttt IN13XC078M T1 NORTHWEST CORNER OF SEC. 4, T1 7N, R4E 3r 3�: N tD N (,p 00 00_ N o (0 O `- O V) Cn 1 I I I � POINT OF BEGINNING (Manhole) ACCESS/UTILITY EASEMENT N 00.28'26"1 20.00' I (Pwp) II i ( I I (RBF) I I II I I ( Q I 7_ 1 I I a' I I I o: CL Q I J 11 11 (Telco Pedestal, (Pw,o w/ Transform) SEC. 4, T1 7N, R4E CLAY TOWNSHIP HAMILTON COUNTY A part of the West Half of the Northeast quarter of Section 4, Township 17 North, Range 4 East, Hamilton County, Indiana, described as follows: Commencing at the Northwest corner of said Half—Quarter Section; thence South 00 degrees 28 minutes 26 seconds West 1,641.67 feet; thence North 90 degrees 00 minutes 00 seconds East 322.64 feet to the point of beginning of this description: thence continuing North 90 degrees 00 minutes 00 seconds East 35.00 feet; thence South 00 degrees 00 minutes 00 seconds East 20.00 feet; thence South 90 degrees 00 minutes 00 seconds West 35.00 feet; thence North 00 degrees 00 minutes 00 seconds West 20.00 feet to the point of beginning and containing 700 square feet, more or less. Subject to all rights—of—way, easements, and restrictions of record. PROPOSED ACCESS/UTILITY EASEMENT A part of the West Half of the Northeast quarter of Section 4, Township 17 North, Range 4 East, Hamilton County, Indiana, described as follows: Commencing at the Northwest corner of said Half—Quarter Section; thence South 00 degrees 28 minutes 26 seconds West 1,621.67 feet; to the point of beginning of this description: thence North 90 degrees 00 minutes 00 seconds East 342.48 feet; thence South 00 degrees 00 minutes 00 seconds East 20.00 feet; thence South 90 degrees 00 minutes 00 seconds West 342.64 feet; thence North 00 degrees 28 minutes 26 seconds East 20.00 feet to the point of beginning and containing 6,851 square feet, more or less. Subject to all rights—of—way, easements, and restrictions of record. DniniT nC' Qrni�inunir_ r, J7. VV S 90'00'00" W LEASE AREA DETAIL SCALE: 1 " = 5' �— 20.00' S 00.00'00" W A (Mag Nail Found) PUBLIC SERVICE COMPANY OF INDIANA, INC. D/BCINRG PARCEL NO. 6/114 04—OOY00-003.001) PROPOSED 20'x35' LEASE AREAS I I (Tree) NOTES: / (Tree) 1) According to the reading taken with a GPS receiver and checked with the United States Department of the Interior Geological Survey Map, Fishers, Indiana the tower center located North 39 degrees 57 minutes 07.66 seconds Latitude and West 86 degrees 05 minutes 14.73 seconds Longitude. 2) The elevations are referenced to the USC & GS datum. 3) The proposed site is currently zoned S-1. 4) It is recommended that the contractor notify Holey Maley (1-800-382-5544) 48 hours in advance of construction, for the exact location of existing utilities. 5) According to Flood Hazard Boundary Map Number 180081 0009 C (Panel 9 of 14) for City of Carmel, Hamilton County, Indiana, dated May 19, 1981, the proposed lease area lies in Zone C. 6) Boundary locations are approximate and based on the information provided by Sprint Spectrum, L.P. No comparisons were made with ad joiners deeds. Given under my hand and seal C Lawrence C. Suhre Registered Land Surveyor No. 910018 State of Indiana This survey was prepared by First Group Engineering, Inc., 5714 West 74th Street, Indianapolis, IN, using features located in the field and information supplied by the client. The boundary depicted herein was not necessarily created from a title report nor compared with adjoiners deeds. W a DO C) O DO 14 O Cn C LA tA 3 v L a U L61 ' CINERGY SUBSTATION Sprint L.P. L9 _V LO Sprint Spectrum, L.P. CD 0 FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS SITE PLAN s GRAY ROAD 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 5'714 W. 74TH STREET, INDIANAPOLIS, INDIANA CARMEL, IN 46033 1. 10/10/01 LEASE AREA & ACCESS CAM MAN LCS SITE NUMBER DRAWING NUMBER RE PH. (317) 290-9549 FAX (31'7) 290-9560 HAMILTON COUNTY CONSTRUCTION DRAWING FOR NO. DATE REVISIONS BY CHK APP'D IN13XCO78M C1 CD0 SITE NO. IN13XC078M DATE: 09/24/01 ICHECKED BY: M.A.N. DRAWN BY: E.E.M. ul LA 3 L Q U O_ 0% O 41 6 o 0 O 3 a U I OD r, 0 1 V 4 -7rI r% P$ FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 ri-NNCOMPOUND LAYOU T C3 SCALE: 1"= 5-0" NOTE: CONTRACTOR SHALL TERMINATE COAX CABLE TO ALLOW FOR 10 FEET OF CABLE ON PLATFORM FOR CONNECTION TO JUMPERS. 1 14 L- I v' %a \j r% � I /'1 L CABLE BRIDGE CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY GENERAL CONSTRUCTION NOTES A. THE GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ ENGINEER, THE STATE, COUNTY, OR LOCAL GOVERNMENT AUTHORITY. B. REFER TO THE SITE PLAN PREPARED BY OTHERS FOR BOUNDARY AND SITE TOPOGRAPHY. C. DESIGN REQUIREMENTS FOR THE ANTENNA SUPPORTING STRUCTURE ARE PER THE MOST CURRENT AIR TERM BOCA NATIONAL BUILDING CODE. LOCAL BUILDING CODES, AND THE EIA/ TIA-222—E STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE BASIC WIND SPEED UTILIZED FOR DESIGN IS 75 MPH AND 1/2" ICE. 171 o z I TOP OF WOODEN POLE NEW SPRINT EMS ANTENNAS = wry U w z = w U J 0 o a � � 0 1 w _1 z o C w o z a J J a w PROPOSED 80' Of Q WOODEN POLE > w o 6' HIGH WOOD FENCE r I z ELEVATION C3 N.T.S. D. CONCRETE FOR FENCE POST AND COAX CABLE TRAY SHALL BE 3000 PSI AIR ENTRAINED (4% TO 6 %) NORMAL WEIGHT CONCRETE. E. FENCED SITE AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS, ORGANIC MATERIALS, AND/OR RUBBLE TO FIRM SUB GRADE AS APPROVED BY GEOTECHNICAL REPORT. PLACE A "MIRAFI 500X" SHEET ON SUB GRADE AND FILL W/ 23-A BASE (INDOT) COVERED WITH 2" OF 3/4" CRUSHED/ WASHED ROCK TO FINISHED GRADE. F. STRUCTURAL STEEL SHALL CONFORM TO LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE CODE FOR STANDARD PRACTICE. G. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. H. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1-92 STRUCTURAL WELDING CODE -STEEL WELD ELECTRONICS SHALL BE E70XX. CONTRACTOR TO USE "CERTIFIED AND/OR LICENSED" PERSONNEL FOR WELDING. I. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIAMETER BEARING TYPE CONNECTIONS WITH TREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE "HILTI QUIK" BOLTS UNLESS OTHERWISE NOTED. J. ALL COAXIAL CABLE CONNECTIONS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. K. WOOD FENCE SYSTEMS SHALL INCLUDE THE FENCE POSTS, RAILS, PICKETS, GATE SYSTEM, AND ALL NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENINGS. ALL FENCE SYSTEM HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. GATES SHALL BE SWING TYPE- REFER TO SITE PLAN, THIS SHEET FOR SIZE. REFER TO TYPICAL FENCE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. INSTALL FENCE AFTER CONCRETE HAS ATTAINED 75% OF 28 DAY DESIGN STRENGTH. L. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTORS SHALL VERIFY TRUE NORTH AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. M. REFER TO "E" SHEETS FOR SITE ELECTRICAL LAYOUT, DIAGRAMS, AND DETAILS. N. TOWER FOUNDATION DESIGN IS UNDER SEPARATE CONTRACT BY "OTHERS" AND IS EXCLUDED FROM THESE DESIGN DRAWINGS. REFER TO OWNER PROVIDED DRAWINGS FOR SPECIFIC DETAILS REGARDING FOUNDATION SYSTEM. NEW METROCELL CABINETS MOUNTED TO PLATFORM PER MANUFACTURER SPECS NEW 18" COAXIAL CABLE BRIDGE NEW GPS NEW WORK LIGHT NEW PPC CABINET (POWER &TELCO) ON NEW PLATFORM 6' HIGH WOOD MANGATE (DEMARC BEHIND) TOP OF STONE GRADE ®�t%®gi}f��*Sprint Spectrum L.P. Spr1nt S L. ®.� 0oe�n'ST 9801 W. HIGGINS ROAD, SUITE 220 COMPOUND LAYOUT AND DETAILS �- a 18417 ROSEMONT, ILLINOIS 60018 �a° ' �r�r�o�. ®®-= 1. 10/10/01 COMPOUND LAYOUT CAM MAN LCS =®�� �rp�;�o SITE NUMBER DRAWING NUMBER REV CONSTRUCTION DRAWING FOR NO. DATE REVISIONS BY CHK APP'D �d� �� � SITE N0. IN13XC078M "' IN13XCO78M C3 DATE: 09/20/01 CHECKED BY: M.A.N. DRAWN BY: R.E.N. TOP OF w U z EXTERIOR w LL o SIDE 0 0 11/2"MAX —' CLEARANCE FROM GRADE POST FOOTING 11, Q0 QC -I 3 – 2X4 FACILITY SIDE �— 4X4 POST PROJECT 1" ABOVE GROUND AND SLOPE ALL AROUND (TYP) FIN GRADE OR TOP OF PAVEMENT . z`' 0 U z (MIN) LINE POST (TYP.) WITHOUT BARB WIRE 8,-0„ MAX CORNER, TERMINAL OR PULL POST TYPICAL ELEVATION WITHOUT BARB WIRE DOUBLE LEAF GATE GATE KEEPER REQ'D. TYP. AT ALL GATES _ ---- ,--- I'M ASTER- HALCO" #15904 OR EQUAL_ 3»_O„ „,0 0t LOCATE TO ALLOW f 3 MAX. SWING TYP. 1 1/2" O.D. SCH. 40 GATE KEEPER REQ'D. PLAN VIEW GALV. PIPE SET IN AT ALL GATES CONCRETE: FOOTING "MASTER–HALCO" #15904 OR EQUAL 1'-6"O CONCRETE FOR CORNER AND LOCATE TO ALLOW GATE POSTS, 1'-0"O CONCRETE FOR MAX. SWING (TYP.) INTERMEDIATE POSTS (TYPICAL) SIDE VIEW TYPICAL FENCE AND GATE DETAILS N.T.S. 3 STEEL BANDING DOWNTILT ASSEMBLY BY SPRINT Spectrum L.P. NEW ANTENNA BY SPRINT RIGHT ANGLE CONNECTOR REQUIRED ON ANTENNA JUMPERS '2" JUMPER CABLES ANTENNA MOUNT DETAIL- ELEVATION SCALE: NONE FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 VERIFY AZIMUTHS PER SPRINT SPECIFICATIONS S�G�O (MIN) CORNER, GATE OR PULL POST (TYE�.a WITHOUT BARB WIRE TYPICAL WOOD FENCING NOTES 12' SEE SHEET C2 6' MANGATE 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2. PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE. 3. CORNER AND GATE POSTS TO BE 6X6 NO.2 PINE CCA PRESSURE TREATED LUMBER. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. 5. SPRINT SHALL MAINTAIN (REPAIR AND REPLACE AS NECESSARY ) THE FENCE AS PROPOSED IN THESE PLANS. =L BANDING NEW ANTENNA ry -� o v w V) NOTE!! 1. CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND LOCATION OF ALL EQUIPMENT 2. REFERENCE MANUFACTURER DRAWINGS & STANDARDS FOR ALL EQUIPMENT INFORMATION AND PARTS. 3. ANTENNA ORIENTATION AND DIVERSITY MUST BE VERIFIED WITH IN FIELD PROJECT MANAGER ANTENNA MOUNT DETAIL- PLAN SCALE: NONE CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY STAINLES' SPACED( rr n A V I�VIVII 1\LJJI VIV UI\/"1V11VV WOODEN SWING GATE DOUBLE (TYP.) WITHOUT BARB WIRE PIONEER STYLE GATE LATCH MERCHANTS METALS INC. PART #02507 OR APPROVED EQUAL NOTE: ALL EQUIPMENT TO BE GALVANIZED STEEL GATE HINGE BOLTS SHALL HAVE PEENED OR WELDED THREADS TO PREVENT UNAUTHORIZED REMOVAL. AT 90% INSPECTION, OWNER SHALL PROVIDE CHAIN AND PADLOCK. GATE LATCH DETAIL N.T.S. �- Sprint Spectrum L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN13XC078M L I -111 _­ REQ'D. EQUIPMENT TO TOWER DETAIL SCALE: NONE Sprint Spectrum L.P. . FENCE AND ANTENNA DETAILS 1 841 STATE °�� SITE NUMBER DRAWING NUMBER RE NO. DATE REVISIONS BY CHK JAPP'D A- '�_++!'J8Sfllltlll,\`�a�3/or IN 13XCO78M C4 DATE: 09/20/01 THECKED BY: M.A.N. DRAWN BY: G.S.H. .: .y .4 NEW ANTENNA GROUNDING NOTE=S: 1 4/0 AWG INSULATED STRANDED GROUND WIRE CONNECTED TO AIR TERMINAL VIA APPROVED CONNECTOR AT TOP OF WOOD POLE TO GROUND RING. `2 p COAXIAL CABLE GROUND - INSTALL GROUND KITS ON COAXIAL CABLE AND CONNECT #6 AWG INSULATED STRANDED GROUND WIFE TO GROUND BAR. a#2 AWG INSULATED STRANDED GROUND WIRE FROM GROUND BAR AT TOP TO GROUND BAR AT BASE OF WOOD POLE:. #2 AWG INSULATED STRAI FROM GROUND BAR AT T( MECHAN ATTACH # 6 STRANDED INSULATED GROUND 'ED STRANDED GROUND WIRE TERMINAL VIA APPROVED CONNECTOR 'OLE TO GROUND RING. BASE OF WOOD POLE. I I I I I I I I II \..------------------- - #2 SOLID TINNED #2 SOLID TINNED BARE COPPER WIRE BARE COPPER WIRE TO GROUND RING (TYP.) TO GROUND RING (TYP.) 1!��:�TOWER GROUNDING DETAIL SCALf_: NONE TO GROUND BAR L� _...__ INSIDE TELCO SIDE OF PPC GPS UNIT TIE -WRAPS TO BE ULTRA VIOLET PROTECTED (BLACK) AND FLUSH CUT (TYP.) UNISTRUT (TYP.) 1" CONDUIT U -BOLT (TYP.) PLASTIC BUSHING REQ'D (TO PROTECT 1/2" CABLE) 1/2"0 COAX CABLE (OR EQUAL) MIN. BENDING RADIUS PER MANUFACTURERS SPECIFICATIONS INSTALLATION HARDWARE PER EQUIPMENT INSTALLER GPS MOUNTING & GROUNDING DETAIL SCALE: NONE OAX CABLE DING KITS -HERPROOFING SCREW ON LUG ` ATTACHED TO GROUNDING WIRE TYPICAL COAX GROUNDING KITS SCALE: NONE "AbVANCED LIGHTING TECHNOLOGY, INC." CLASS 11 TYPE BONDING STRAP GATE GROUNDING ASSEMBLY KIT FOR 3" GATE POST (PH# 800.950.7933) CATALOG # 1234 STRAP DIM. 1" X 24" PIPE RANGE CLAMP 1): 2 1/2" TO 3 3/4" GATE GROUNDING ASSEMBLY KIT PIPE RANGE CLAMP 2): 1 1 /4" X 2" U -BOLT CLAMPING OF GATE TO WT. (LBS): 1.39 GATE POST CADWELD CONNECTIONS BURNDY CONNECTIONS OR APPROVED EQUAL OR APPROVED EQUAL 1 PARALLEL HORIZONTAL CONDUCTORS HORIZONTAL STEEL SURFACE PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE "C" CONNECTOR OF HORIZONTAL CABLES OR HORIZONTAL PIPE HYPRESS TYPE PT TYPE HS TYPE YGHC 0 p o p THROUGH CABLE TO GROUND ROD VERTICAL STEEL SURFACE BOND JUMPER THROUGH CABLE TO TOP CABLE DOWN AT 45' TO VERTICAL FIELD FABRICATED OF GROUND ROD STEEL SURFACE INCLUDING PIPE GREEN STRANDED INSULATED TYPE GT TYPE VS TYPE 2-YA-2 HORIZONTAL SPLICE VERTICAL PIPE COPPER LUGS SPLICE OF HORIZONTAL CABLE DOWN AT 45' TO RANGE TWO HOLE - LONG BARREL LENGTH CABLES OF VERTICAL PIPES TYPE SS TYPE VS TYPE YA-2 rCADWELD/GROUNDING CONNECTION DETAILS SCALE: NONE �� %��aoaaiaaaaaarraia� �Sprin t Spectrum L.P. CINERGY SUBSTATION Sprint S L.P. ®�a %STSFIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS GRAY ROAD —' 9801 W. H I GGI N S ROAD SUITE 220, 0 18417 a c_ GROUNDING NOTES AND DETAILS 1 °. STATE OF . e 4 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA CARMEL, IN 46033 ROSEMONT, ILLINOIS 60018 ®�°moo%I���oo:�a PH. (317) 290-9549 FAX (317) 290-9560 ®�"spivA`� SITE NUMBER DRAWING NUMBER REV HAMILTON COUNTY CONSTRUCTION DRAWING FOR NO. DATE REVISIONS BY CHK APP'D ®®y7sa�„r,f71140,,,k, SITE NO. IN 13XCO78MDATE: 09/20/01 CHECKED BY: M.A.DRAWN BY: G.S.H. IN 13XCO78M E1 N. GROUNDING NOTES A ALL WORKS & MATERIALS SHALL BE IN FULL ACCORDANCE W/ G ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE #2 THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE STATE AND SOLID BARE TINNED COPPER. LOCAL LAWS, AND REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUCTED AS TO PERMIT WORK NOT CONFORMING TO THE H ALL NON -DIRECT BURIED TELEPHONE EQUIPMENT GROUND CONDUCTORS MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE TO BE #2 STRANDED THHN (GREEN). NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE WORK COMPLY W/THESE REQUIREMENTS, THE SUBCONTRACTOR SHALL IMMEDIATELY (ESPECIALLY BEFORE BIDDING SUBMITTAL) NOTIFY THE ENGINEER IN WRITING & CEASE WORK ON PARTS ON THE CONTRACT WHICH I ALL TELEPHONE EQUIPMENT GROUND CONNECTIONS & SPLICES SHALL BE ARE AFFECTED. MADE W/BURNDY "HY-GROUND" CONNECTORS UNLESS NOTED OTHERWISE. B SUBCONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING & J PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. CONSTRUCTION TO VERIFY ALL CONDITIONS & SHOULD NOTIFY SPRINT IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. THE SUBCONTRACTOR ASSUMES ALL LIABILITY TO COMPLY W/THIS PROVISION. K THIRD PARTY SHALL CHECK RESISTANCE BETWEEN GROUND (ELECTRODES & COLD WATER PIPING) & TELEPHONE EQUIPMENT MAX RESISTANCE SHALL NOT EXCEED 5 OHMS. C EXTENT OF WORK IS INDICATED BY DRAWINGS & SPECIFICATIONS & IS SUBJECT TO THE TERMS & CONDITIONS OF CONTRACT. THE L UTILITY SERVICE REQUIREMENTS ARE SHOWN ON DRAWINGS BASED ON WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, INFORMATION AVAILABLE AT THE TIME & ARE NOT GUARANTEED. MATERIALS & SUPPLIES NECESSARY FOR A COMPLETE & OPERATIONAL ELECTRICAL SYSTEM INCLUDING WORK NOT MENTIONED OR SHOWN WHICH ARE NECESSARY FOR SUCCESSFUL M DISCONNECTS SHALL BE HEAVY DUTY - 200,000 AIC RATING OPERATION OF ALL SYSTEMS. ACCEPTABLE MFG G.E. SQUARE D, WESCO/CUTLER HAMMER OR SIEMENS. D DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS OR N SUBCONTRACTOR SHALL VERIFY THE EXACT METHOD & REQUIREMENTS ARRANGEMENTS OF THE CONDUIT RUNS, OUTLETS, EQUIP. ETC OF SERVICE BY UTILITY COMPANY DURING BIDDING & INCLUDE ALL & SHALL BE FOLLOWED IN EXECUTING THE WORKS SO AS TO COSTS FOR A COMPLETE SYSTEM IN THE BID. SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE LIMITATIONS 0 PVC SCH 40 MAY BE USED AS PERMITTED BY CODE IN LIEU OF RIGID STEEL CONDUIT FOR UNDERGROUND TELCO APPLICATIONS E FEEDER & BRANCH CIRCUITS TO BE RUN IN EMT FOR INDOOR ONLY. INSTALL A CODE SIZED INSULATED GROUND CONDUCTOR PROTECTED LOCATIONS ONLY. FEEDER & BRANCH CIRCUITS RUN (GREEN) USE RIGID STEEL ELBOWS. IN NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR HAVING GREEN INSULATION. GROUND CONDUCTOR SHALL BE PROPERLY CONNECTED TO MAINTAIN P SEE GROUNDING DETAILS & NOTES. CONFORM TO SPRINT Spectrum L.P. ELECTRICAL CONTINUITY GUIDELINES. F WIRING SHALL BE COPPER TYPE THWN �� %��aoaaiaaaaaarraia� �Sprin t Spectrum L.P. CINERGY SUBSTATION Sprint S L.P. ®�a %STSFIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS GRAY ROAD —' 9801 W. H I GGI N S ROAD SUITE 220, 0 18417 a c_ GROUNDING NOTES AND DETAILS 1 °. STATE OF . e 4 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA CARMEL, IN 46033 ROSEMONT, ILLINOIS 60018 ®�°moo%I���oo:�a PH. (317) 290-9549 FAX (317) 290-9560 ®�"spivA`� SITE NUMBER DRAWING NUMBER REV HAMILTON COUNTY CONSTRUCTION DRAWING FOR NO. DATE REVISIONS BY CHK APP'D ®®y7sa�„r,f71140,,,k, SITE NO. IN 13XCO78MDATE: 09/20/01 CHECKED BY: M.A.DRAWN BY: G.S.H. IN 13XCO78M E1 N. 6' MANGATE 6' GATE (TYP.) GRAVEL COMPOUND d-01..0011, _ 15'x15' PLATFORM A % \ FUTU• EQUI• IvIENfi FB. R•D4�*••E, M • 77 • • 42 • • 4r* • • • D E -RE EBE / • • FRONT • • FRONT • • FRONT • BAR �, ''• GRND Taco BAR y i\ I r WOOD FENCE (TYP.) SEPARATE GROUND ROD FOR ELECTRICAL SERVICE -DO NOT BOND TO GROUND RING SEPARATE GROUND ROD FOR TELCO SERVICE BOND TO GROUND RING W/'#6 AWG PROVIDE 8' (MIN) #6 AWG ABOVE GROUND FROM GRND. ROD TO DEMARC FOR TELCO'S USE GROUNDING PLAN E2 SCALE: NONE INSTALL CONDUITS AND GROUND WIRES FOR FUTURE EQUIPMENT, STUB 12" ABOVE FINISH GROUND AS DIRECTED BY CONSTRUCTION REPRESENTATIVE. COAX GROUNDING KIT (TYP) PROPOSED 80' WOODEN POLE GROUND TO AIR TERM AT TOWER TOP OF TOWER BASE —� BARpS STAINLESS STEEL BANDING SPACED @ 4'-0" (TYP.) PATCH TO MATCH EXISTING SURFACE _ _ _i — = — _ FINISHED GRADE -! I I=1 11=1 11=1 I I-1 i 1=1 11=1 I I\I 11=1 11=1 I I -I 11= z S I I-1 I I=1 I!=1 I i -I 11 -III -III =1-I 11-I 1=1 1-1 1=1 1=1 1-I 11=I 11= „ TRENCH I=!=1 !y!' '-! I -III -1 I !=1 1= MIN. CNI FINISH GRADE WARNING TAPE ® 1'-0" BELOW FINISH GRADE CI X/ I _ _ \ \� UNEXCAVATED N COMPACT FILL (® 907.) 2 SOLID BARE TINNED COPPER I , GROUNDING WIRE GROUNDING �T \—_ LOOP d 1 I �I GROUND RING TRENCH TO REMAIN OPEN \\\ \\ \�\ UNTIL INSPECTION IS COMPLETED BY: �\ TIERRA LIMITED, INC. CONTACT: BILL SAUNDERS OFFICE: (630) 893-0198 CELL: (630) 893-4648 CELL: (630) 893-4648 PAGER: (847) 210-5751 GROUNDING RING SECTION SCALE: NONE v' --TO GROUND I ATRTOP I OF POSE -` WOOD POLE rCOAX #2 AWG BARE SOLID TINNED COPPER ' WIRE NEW 24" COAXIAL EXOTHERMIC WELD CABLE BRIDGE (f (CAD) (TYP.) WHEN ICE BRIDGE EXCEEDS 10' IN LENGTH THEN A GROUND BAR AND COAXIAL GROUND KITS LOCATED AT THE PLATFORM END OF BRIDGE IS REQUIRED. i 1 /[CABLE TRAY I PLATFORM i FINISH GRADE � ; I NO KINKS AND NO 90 BENDS ALLOWED (TYP.) --T- �- ; #2 GROUND WIRE i I TO GROUND RING ----/------------------ - ------------- - " -5/8" X 10'-0" GROUND ROD U/G GROUND RING EXOTHERMIC WELD (CAD) (TYP.) COAX AND PLATFORM GROUNDING SCALE: NONE — � — CADWELD #2 GND CONTINUOUS GND RING COPPER CLAD GROUND ROD 5/8" 0 X 10'-0" LONG TYPICAL GROUND ROD DETAIL SCALE: NONE GROUNDING LEGEND 9 XIT GROUND ROD ® GROUND ROD 0 CADWELD TYPE CONNECTION • COMPRESSION TYPE CONNECTION GROUNDING WIRE ABBREVIATIONS AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE GPS GLOBAL POSITIONING SYSTEM Spectrum L.PERSONAL COMMUNICATION SYSTEM PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET RGS RIGID GALVANIZED STEEL EMT ELECTRICAL METALLIC TUBING MIGB MASTER ISOLATED GROUND BAR CIBGE COAX ISOLATED GROUND BAR EXTERNAL BTS BASE TRANSMISSION SYSTEM GROUNDING GENERAL NOTES 1) GROUND RODS WILL BE 5/8" X 10 FOOT COPPER CLAD NOT LESS THAN 10 FOOT OR MORE THAN 15 FOOT APART AND MINIMUM OF 40 INCHES BELOW FINISHED GRADE. 2) ALL CONNECTIONS TO THE GROUND RING, AND PERIPHERAL EQUIPMENT WILL BE MADE VIA CADWELD PROCESS UNLESS OTHERWISE SPECIFIED. 3) ALL WIRING USED IN THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE SPECIFIED. 4) ALL METALLIC COMPONENTS ON THE SITE MUST BE GROUNDED TO THE GROUND RING. THIS INCLUDES STEEL CONDUITS USED TO DELIVER THE TELCO AND POWER UTILITY LINES TO THE SITE OR USED TO PROVIDE ACCESS BY UTILITIES OR CONTRACTORS TO THE VARIOUS CABINETS. 5) WHEN EARTH RESISTANCE TEST INDICATE THAT THE SOIL IS ABOVE MINIMUM ALLOWABLE RESISTANCE, THEN CONTRACTOR SHALL ESTIMATE THE TYPE, NUMBER AND ARRANGEMENT OF EARTH ELECTRODES. CONTRACTOR SHALL ALSO CONSIDER COMPANY'S SITE SPECIFIC APPROACHES FOR IMPROVING EARTH RESISTANCE AT THE SITE BY THE METHODS INDICATED BELOW: FOR RAW LAND SITES: 1A.) USE MULTIPLE RODS 2A.) LENGTHEN THE EARTH ELECTRODE 3A.) TREAT THE SOIL 4A.) USE CHEMICAL RODS FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY Sprint S L.P.sGI -' 9801 W. HIGGINS ROAD SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE NO. IN 13XCO78M '33�� ,.: o `�°� v = g m a ,3 `84 � ��. = �.���° ,-'`,°°°®, pepAt/.,,o_�� ®��6�IOA`4`0 s"�V- fes` �lU( c1 Sprint Spectrum L.P. GROUNDING PLAN AND DETAILS 1.110/10/01 SITE GROUNDING PLAN CAM MAN LCS SITE NUMBER DRAWING NUMBER REV NO. DATE REVISIONS BY CHK APP'D IN 13XCO78M E2 1 DATE: 09/20/01 CHECKED BY: M.A.N. DRAWN BY: G.S.H. GPS PLAN VIEW 2 CONDUIT ROUTING PLAN E3 N.T.S. O 3—#4 THHN & 1 #6 GROUND IN 1 1/4" DIA. SCHEDULE 40 P.V.C. CONDUIT w/5' COIL @ PPC AND 10' COIL @ EACH DEI CABINET, SUPPLIED AND INSTALLED BY CONTRACTOR �2 25 PAIR BETWEEN DEMARC AND TELCO SIDE OF PPC IN 4" DIA. SCHEDULE 40 P.V.C. CONDUIT w/10' COIL @ PPC AND 10' COIL @ DEMARC, SUPPLIED AND INSTALLED BY CONTRACTOR 03 5 PAIR BETWEEN TELCO SIDE OF PPC AND DEI CABINET IN 1 1/2" DIA. SCHEDULE 40 P.V.C. CONDUIT w/10' COIL @ PPC AND 10' COIL @ DEI, SUPPLIED AND INSTALLED BY CONTRACTOR ® 3—#4 THHN & 1 #6 GROUND IN 4" DIA. SCHEDULE 40 P.V.C. CONDUIT w/10' COIL @ PPC AND 10' COIL @ DEMARC, SUPPLIED AND INSTALLED BY CONTRACTOR O 3—#12 THHN IN 1-1/2" DIA. SCHEDULE 40 P.V.C. CONDUIT, SUPPLIED AND INSTALLED BY CONTRACTOR © 1/2" COAXIAL CABLE IN 1-1/2" DIA. SCHEDULE 40 P.V.C. CONDUIT, SUPPLIED AND INSTALLED BY CONTRACTOR FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY EXISTING GROUND 0 I SMARTJACK C Y 0 12" DIA. CONCRETE PIERS, SUPPLIED AND INSTALLED BY THE CONTRACTOR. TELCO EMARCATION BOX OELECTRIC SERVICE METER SUPPLIED BY UTILITY COMPANY AND INSTALLED BY THE CONTRACTOR. DISCONNECT, SUPPLIED BY AND INSTALLED BY THE CONTRACTOR. N Z e 0 SCHEDULE 40 P.V.C. CONDUIT (FOR GROUND WIRE) NOTES: 1. EXTENT OF WORK IS INDICATED BY DRAWINGS & SPECIFICATIONS & IS SUBJECT TO THE TERMS & CONDITIONS OF CONTRACT. THE WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS & SUPPLIES NECESSARY FOR A COMPLETE & OPERATIONAL ELECTRICAL SYSTEM INCLUDING WORK NOT MENTIONED OR SHOWN WHICH ARE NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS. 2. CONTRACTOR SHALL INSTALL PVC CAPS OR APPROVED EQUAL ON ALL EXPOSED CONDUITS DURING INSTALLATION. PVC CAPS TO REMAIN AFTER INSTALLATION. DUCT TAPE IS NOT ACCEPTABLE. 3. CONTRACTOR TO INSTALL PPC CABINET DIRECTLY ON EQUIPMENT PLATFORM USING 1/2" DIA. BOLTS WITH OVERSIZED WASHERS. 4. CONTRACTOR TO BACKFILL CONDUIT TRENCHES WITH CLEAN, COMPACTIBLE FILL MATERIAL USING 12" (MAX.) LIFTS. 5. CONTRACTOR TO COORDINATE ALL WORK WITH LOCAL UTILITIES THROUGH SPRINT SPECTRUM, L.P. PROJECT MANAGER. 6. CONTRACTOR TO SUPPLY AND INSTALL ALL CONDUITS, INCLUDING CONDUITS FROM EXTERNALLY MOUNTED TELEPHONE AND ELECTRIC SERVICE EQUIPMENT TO THE PPC. 7. WORK AREA LIGHT TO BE HOLOPHANE PETROLUX II OR APPROVED EQUAL. ALL MOUNTING HARDWARE AND WIRING TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. DEMARC CONDUIT NOTES: 1. FASTEN 4" AND 1" CONDUITS TO THE BOTTOM HORIZONTAL UNISTRUT BAR USING CLAMPS. 2. THE 4" CONDUIT IS FOR LOCAL TELEPHONE COMPANY USE. THE 1" CONDUIT IS FOR COUNTERPOISE (GROUNDING) USE. 3. THE COUNTERPOISE WIRE (LOCAL TELEPHONE GROUND WIRE) IS TO RUN 18" ABOVE THE BURIED TELEPHONE CONDUIT. CONNECT COUNTERPOISE WIRE, THROUGH 1" CONDUIT, TO GROUND ROD. LEAVE 5' OF COUNTERPOISE WIRE AT BOTH ENDS OF TELEPHONE CONDUITS. 4. IF A POSITRON IS REQUIRED, ROUTE TELEPHONE CABLE, THROUGH 2" CONDUIT, FROM POSITRON TO TELCO SIDE OF PPC. 100 AMPS FROM FACTORY, CHANGE OUT TO 70 AMPS DEI 1 REQ'D. 100 AMPS FROM FACTORY, CHANGE OUT TO 70 AMPS DEI 2 REQ'D. 20 AMP GENERATOR CHARGER (IF REQUIRED) 10 AMP FAN III! �.- 8. ALL CONDUITS BENEATH PPC AND BTS CABINETS SHALL TERMINATE 2" ABOVE GRATING. 4"0 SCHEDULE 40 P.V.C. CONDUIT TO PPC (POWER) 9. AFTER ALL WIRE INSTALLED IN CONDUIT, FOAM EXPOSED CONDUIT TO 4"0 SCHEDULE 40 P.V.C. CONDUIT TO POWER UTILITY SEAL. 4"0 SCHEDULE 40 P.V.C. CONDUIT TO PPC (TELCO) 4"0 SCHEDULE 40 P.V.C. CONDUIT TO TELCO UTILITY 3 DEMARC DETAIL E3 J N T S DEMARC CONDUIT NOTES: 1. FASTEN 4" AND 1" CONDUITS TO THE BOTTOM HORIZONTAL UNISTRUT BAR USING CLAMPS. 2. THE 4" CONDUIT IS FOR LOCAL TELEPHONE COMPANY USE. THE 1" CONDUIT IS FOR COUNTERPOISE (GROUNDING) USE. 3. THE COUNTERPOISE WIRE (LOCAL TELEPHONE GROUND WIRE) IS TO RUN 18" ABOVE THE BURIED TELEPHONE CONDUIT. CONNECT COUNTERPOISE WIRE, THROUGH 1" CONDUIT, TO GROUND ROD. LEAVE 5' OF COUNTERPOISE WIRE AT BOTH ENDS OF TELEPHONE CONDUITS. 4. IF A POSITRON IS REQUIRED, ROUTE TELEPHONE CABLE, THROUGH 2" CONDUIT, FROM POSITRON TO TELCO SIDE OF PPC. 100 AMPS FROM FACTORY, CHANGE OUT TO 70 AMPS DEI 1 REQ'D. 100 AMPS FROM FACTORY, CHANGE OUT TO 70 AMPS DEI 2 REQ'D. 20 AMP GENERATOR CHARGER (IF REQUIRED) 10 AMP FAN III! �.- J 60 AMP AC SURGE PROTECTOR :1— 60 AMP TOWER LIGHTS (IF REQUIRED) CONTROL PANEL SCHEDULE N.T.S. 20 AMP TELCO GFI RECEPTACLE 20 AMP GFI RECEPTACLE AND LIGHT NOTE: CONTRACTOR TO DECIDE COST EFFECTIVE ROUTING OF CONDUIT, ALL SPECIFICATIONS MUST BE MET (SCHEDULE 40, PVC. ETC.). LABEL ALL BREAKERS w/ PLASTIC LABEL MAKER I Sprint Spectrum L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN13XC078M ,,jj9063i83d,dgg0 ®moo °�T�p'•°°��': =, 0 18417 0 �d ® I ESTATE OF. o 1. 10/10/01 PLATFORM LAYOUT CAM MAN LCS NO. DATE REVISIONS BY CHK APP'D ®gg�®�NAi-,�'`"``ee DATE: 09/20/01 1 CHECKED BY: MAN DRAWN BY: JDJ �0 w AL Sprint Spectrum L.P. EQUIPMENT DETAILS AND CONDUIT ROUTING PLAN SITE NUMBER DRAWING NUMBER RE IN13XC078M E3 4" INSULATED - STANDOFF 1 d V d W 0 0 3 0 0 NEW 4"X20"X1 /4" THICK COPPER GROUND BAR (HARGER G131-14420 OR APPROVED EQUAL) 2—HOLE, LONG BARREL, COMPRESSION LUG, TINNED, SOLID, COPPER (THOMAS AND BETTS SERIES 34836BE OR APPROVED EQUIVALENT) W/18-8 STAINLESS STEEL BOLTS, NUTS, WASHERS AND BELLEVILLE WASHERS SUPPLIED AND INSTALLED BY CONTRACTOR RF CABLE 9/16"0 TYP. SHIELD 1 /2" — —1 11—/16"0 TYP. 0 o (7-17 �, XD 0 7/16"0 TYP.--/ #2 AWG, TINNED, INSULATED, STRANDED, COPPER CONDUCTOR CONNECTED 1 TYP. TO GROUND BAR AT 1 1/2 BOTTOM OF WOOD POLE NOTES: 1) ALL HARDWARE TO BE STAINLESS STEEL INCLUDING BELLEVILLE WASHER, COAT ALL SURFACES WITH T&B KOPR—SHIELD BEFORE MATING 2) ALL HOLES ARE COUNTERSUNK 1/16" � GROUND BAR CIGB N.T.S. RF CABLE SHIELD GROUND KIT FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR. '77 #2 AWG, STRANDED, INSULATED, `\4/ CONDUCTOR TYPICAL OF SIX (6) UNITS 9 RF CABLE SHIELD GROUND KIT FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR. #2 AWG, STRANDED, INSULATED, CONDUCTOR TYPICAL OF SIX (6) UNITS 6 COAXIAL CABLES TO RE #2 AWG, BARE, SOLID, 1 TINNED, COPPER CONDUCTOR CONNECTED TO EXTERNAL GROUND RING #2 AWG, BARE, SOLID, TINNED, COPPER CONDUCTOR CONNECTED TO EXTERNAL GROUND RING 8'—#6 SOLID COPPER COILED AND STORED FOR TELCO USE #2 AWG, TINNED, INSULATED, STRANDED, COPPER CONDUCTOR BONDED TO GROUND BAR AT BOTTOM OF POLE GROUND BAR AT POLE TOP #2 AWG, BARE, SOLID, TINNED, COPPER CONDUCTOR CONNECTED TO EXTERNAL GROUND RING r GROUND BAR AT #2 AWG, BARE, SOLID, POLE BOTTOM TINNED, COPPER CONDUCTOR [CONNECTED TO EXTERNAL GROUND RING I I L—#6 AWG, INSULATED, GROUND BAR AT PPC STRANDED, COPPER INSIDE TELCO CABINET CONDUCTOR BONDED TO GPS BASE #2 AWG, BARE, SOLID, GROUND BAR AT PPC TINNED, COPPER CONDUCTOR ,INSIDE POWER CABINET CONNECTED TO EXTERNAL GROUND RING T I NOTE: GROUND BAR AT ALL GROUND LEADS TO BE #2 AWG — ALL INSIDE DEI CABINET LUGS TO BE 2—HOLE, LONG BARREL SOLID COPPER, COMPRESSION CRIMP TYPE. #6 COPPER TELCO COUNTERPOISE GROUND BAR AT #2 AWG, BARE, SOLID, PROVIDED BY CONTRACTOR (BURIED DEMARC TINNED, COPPER CONDUCTOR 18" ABOVE TELCO CONDUIT) (WHEN REQUIRED) CONNECTED TO EXTERNAL GROUND RING 4 GROUND BAR CONNECTION SCHEMATIC E4 N.T.S. FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY #6 GND #2 GND #6 GND ANTENNA SECTOR "A" ANTENNA COAX GND KIT CABLE NEW 4"X20"X1 /4" THICK COPPER GROUND BAR #2 AWG, (HARGER G131-14420 OR APPROVED EQUAL) INSULATED, 2—HOLE, LONG BARREL, COMPRESSION LUG, STRANDED, COPPER TINNED, SOLID, COPPER (THOMAS AND BETTS CONDUCTOR CONNECTED SERIES 34836BE OR APPROVED EQUIVALENT) FROM GROUND BAR AT W/18-8 STAINLESS STEEL BOLTS, NUTS, TOP OF WOOD POLE WASHERS AND BELLEVILLE WASHERS MOUNTING BRACKET SUPPLIED AND INSTALLED BY CONTRACTOR RF CABLE 9/16"0 TYP. 4" INSULATED SHIELD STANDOFF O 1 /2» O 11 /16"0 TYP. s •••v 0C� -- w'` 0 0 0 0 0 CY 0 0 o 0 O O 0 0 f% 0 o 0 w f• a r w 7/16"0 TYP.1 /2" 1 O I\ #2 AWG, BARE, SOLID, J 1' 1' TINNED COPPER CONDUCTOR ANTENNA SECTOR "B" ANTENNA COAX GND KIT CABLE TYP. ' CONNECTED TO EXTERNAL 1 1/2"— GROUND RING NOTES: 1) ALL HARDWARE TO BE STAINLESS STEEL INCLUDING BELLEVILLE WASHER, COAT ALL SURFACES WITH T&B KOPR—SHIELD BEFORE MATING 2) ALL HOLES ARE COUNTERSUNK 1/16" r2`� GROUND BAR CIGB LOCATED AT BASE OF WOOD POLE N.T.S. ANTENNA SECTOR "C" ANTENNA COAX GND KIT CABLE GND BAR LOCATED AT TOP OF WOOD POLE ANTENNA SECTOR "A" ANTENNA COAX GND KIT CABLE ANTENNA SECTOR "B" ANTENNA COAX GND KIT CABLE ANTENNA SECTOR "C" ANTENNA COAX GND KIT CABLE GND BAR LOCATED AT BASE OF WOOD POLE GHTNING ROD #4/0 AWG GND ATTACH TO GROUND RING PPC CABINET POWER i TELCO #2 BARE SOLID fiNNED 2 BARE SOLID ! TINNED GND GND WOOD POLE GRND- BAR GPS ANTENNA COPPER GROUND BAR —i STAINLESS STEEL LOCK -WASHER STAINLESS STEEL NUT *NUTS TO FACE OUT* [ STAINLESS STEEL LOCK—WASHER STAINLESS STEEL - I - LOCK ♦ �-- STAID BOLI 2 HOLE LUG „NJULHIur\ (IF REQ'D.) GROUND BAR SECTION E4J N.T.S. #6 GND FUTURE DEI CABINET EQUIPMENT STUB #2 BARE SOLID #2 BARE SOLID — TINNED GND TINNED GND NEW BURIED GROUND RING #2 BARE SOLID TINNED GND #2 BARE_ SOLID TINNED GND -jII$ GROUND RODS #6 BARE SOLID TINNED GND E I SEPARATE GROUND ROD ELECTRICAL STEEL TELEPHONE FOR ELECTRICAL SERVICE _ SERVICE FRAME SERVICE -DO NOT BOND TO GROUND RING GROUND ROD �- Sprint Spectrum L.P. 9801 W. HIGGWS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN13XC078M 5 ONE LINE DIAGRAM GROUND ROD SEPARATE GROUND ROD E4 N.T.S. FOR TELPHONE SERVICE BOND TO GROUND RING �: �� Sprin t Spectrum L.P. cE °° �� = ONE LINE DIAGRAM & GROUND BAR DETAILS m_,o°18417 ® cc= � e STATE of , s�'�' ° �`°1�'z'� SITE NUMBER DRAWING NUMBER RE lom N0. DATE REVISIONS BY CHK APP D ie DATE: 09/20/01 CHECKED BY: M.A.N. DRAWN BY: R.E.N G IN13XC078M E4 4 -------------------------- 6.5"—J I I I I I I L------------------------------� 1 FOUNDATION PLAN S1 SCALE: 3/8"= 1'-0" 4 ALL TOGETHER PLAN S1 SCALE: 3/8"= 1'-0" 1" CHAMFER TOP OF STONE FINISH GRADE— g flim l MIRIAFI 50OX FABRICOR —1 APPROVED EQUAL 1/2" 0 HILTI HEA EPDXY ANCHOR SYSTEM TYP. (1—HILTI ADHESIVE CARTAGE HEA 1/2" X4-1/4" PART NO. #00256693) (1—HILTI ANCHOR ROD ASSEMBLY HAS 12-612 PART NO. #00068667) (4) — #4 VERT. EQ. SPA. REINFORCED CONCRETE PIER (4) #3 HORIZ. @ 16" O.C. (VERT.) 5,000 PSF BRG. I PL 3/8x3x3" (TYP.) I \� I I� W Z IIII LJ N IIII co 3" MIN. Z 18" 0 MIN. CONCRETE PIER SUPPORT SCALE: NONE NOTE: CONTRACTOR TO VERIFY DESIGN CRITERIA. NON COMPLIANCE SHOULD BE BROUGHT TO "SPRINT'S" CONSTRUCTION REPRESENTATIVES ATTENTION IMMEDIATELY. W10x26 (TYP.) W10x26 5/8"0 HILTI KWIK BOLT 5/8"0 HILTI KWIK BOLT W/4" MIN. EMBEDMENT (TYP) W/4" MIN. EMBEDMENT (TYP) PL 3/8x3x3" (TYP.) :PL 3/8x3x3" ° Id G d d a z I ! I < G b 1 ° ° G ° d ( ° 18"0 CONCRETE PIER (TYP) 18"0 CONCRETE d d d ° d G PIER (TYP) G ° a G a d ° ° d ° d 4 ° n � a ° aG CONCRETE PIER ATTACHMENT DETAIL SCALE: NONE Sprint Spectrum L.P. CINERGY SUBSTATION Sprint S L.P. ���" °®'o�s� FIRST GROUP ENGINEERING INC. e GRAY ROAD -� 9801 W. HIGGINS ROAD, SUITE 220 0 1 17 � PLATFORM DETAILS CONSULTING ENGINEERS =� 4 STAGOP, 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA CARMEL, IN 46033 ROSEMONT, ILLINOIS 60018 1. 10/10/01 PLATFORM CAM MAN LCS ®AY®®`�` °°®'�' �� SITE NUMBER DRAWING NUMBER REVISIONS BY CHK F'p��®�9P411111FAlAPH. (317) 290-9549 FAX (317) 290-9560 CONSTRUCTION DRAWING FOR N0. DATE RJAPP'D®®�®���'HAMILTON COUNTY SITE NO. IN13XC078M DATE: 09/20/01 CHECKED BY: MAN DRAWN BY: JDJ IN13XC078M S1 G :y c E eo 1 E(I TO YPJ FRONT ONC PIERS o eFRONT o o ., -- e 36 e e e42" e o 42" o o I{' s H 42" a 42'. e IE e 36R e I� **l �r e o FRONT ° FR T ° N jI TELCO 4 ALL TOGETHER PLAN S1 SCALE: 3/8"= 1'-0" 1" CHAMFER TOP OF STONE FINISH GRADE— g flim l MIRIAFI 50OX FABRICOR —1 APPROVED EQUAL 1/2" 0 HILTI HEA EPDXY ANCHOR SYSTEM TYP. (1—HILTI ADHESIVE CARTAGE HEA 1/2" X4-1/4" PART NO. #00256693) (1—HILTI ANCHOR ROD ASSEMBLY HAS 12-612 PART NO. #00068667) (4) — #4 VERT. EQ. SPA. REINFORCED CONCRETE PIER (4) #3 HORIZ. @ 16" O.C. (VERT.) 5,000 PSF BRG. I PL 3/8x3x3" (TYP.) I \� I I� W Z IIII LJ N IIII co 3" MIN. Z 18" 0 MIN. CONCRETE PIER SUPPORT SCALE: NONE NOTE: CONTRACTOR TO VERIFY DESIGN CRITERIA. NON COMPLIANCE SHOULD BE BROUGHT TO "SPRINT'S" CONSTRUCTION REPRESENTATIVES ATTENTION IMMEDIATELY. W10x26 (TYP.) W10x26 5/8"0 HILTI KWIK BOLT 5/8"0 HILTI KWIK BOLT W/4" MIN. EMBEDMENT (TYP) W/4" MIN. EMBEDMENT (TYP) PL 3/8x3x3" (TYP.) :PL 3/8x3x3" ° Id G d d a z I ! I < G b 1 ° ° G ° d ( ° 18"0 CONCRETE PIER (TYP) 18"0 CONCRETE d d d ° d G PIER (TYP) G ° a G a d ° ° d ° d 4 ° n � a ° aG CONCRETE PIER ATTACHMENT DETAIL SCALE: NONE Sprint Spectrum L.P. CINERGY SUBSTATION Sprint S L.P. ���" °®'o�s� FIRST GROUP ENGINEERING INC. e GRAY ROAD -� 9801 W. HIGGINS ROAD, SUITE 220 0 1 17 � PLATFORM DETAILS CONSULTING ENGINEERS =� 4 STAGOP, 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA CARMEL, IN 46033 ROSEMONT, ILLINOIS 60018 1. 10/10/01 PLATFORM CAM MAN LCS ®AY®®`�` °°®'�' �� SITE NUMBER DRAWING NUMBER REVISIONS BY CHK F'p��®�9P411111FAlAPH. (317) 290-9549 FAX (317) 290-9560 CONSTRUCTION DRAWING FOR N0. DATE RJAPP'D®®�®���'HAMILTON COUNTY SITE NO. IN13XC078M DATE: 09/20/01 CHECKED BY: MAN DRAWN BY: JDJ IN13XC078M S1 G :y W10x26 --W10x26 (�1 /2"0 A325 BOLTS ,,—L3x3x3/8" 3" LONG STAIR TREAD �10 5/16x3'-0" 1" B.B WITH ABRASVE NOSING PL 3/8x2 1/2x8" WITH (2) 3/4"0 BOLTS 3 @ 10" = 2'-6" 1 1/2" SCH. 40 GALV. PIPE (TYP) 1'-9 1/2" STAIR TREAD 10 5/16x2'-6" 1 " B. B WITH ABRASIVE NOSING (2) 3/4"0 A325 BOLTS I PL 3/8x2 1 /2x8" �\\ L 3x3x3/8" 8" LG:� 1/4 TYP 3/16 I W10x26_ o0 N 'I I I w (2) 3/4"fib A325 BOLTS ,; ==° (2) 3/4„0 w 10„ i\ A325 BOLTS _ I i C10x15.3 1 STAIR DETAIL PLAN TOP OF STONE 1/2"0 A325 BOLTS 3/16 cG�= L3x3x3/8" @ WWF 6x6x10 GA. 3/16 3” LONG d' S2 SCALE: 3/4"= 1'-0" FINISH GRADE 0 570, PL 3/8 CLIP MIRIAFI 1/2"0 HILTI KWIK BOLT (TYP) 50OX W/2 1/4" MIN EMBEDMENT FABRIC OR APPROVED 4'-0"x3'-0 CONCRETE 4(2)(A325 x26 EQUAL 3/4"0 2STAIR SECTION BOLTS S2 SCALE: 3/4"= 1'-0" 1/4 yyEB & BOTH 1/4 FLANGES (TYP) �W`10x26 CONNECTION DETAIL SCALE: 3/4"= 1'-0" 1'-8>, C10x15.3 C10x15.3 I 15-0" 6 FOUNDATION PLAN S2 SCALE: 3/8"= 1'-0" r 0 r a r n' r) -7 /o" 1 1/2"0 SCH 40 GALV. PIPE (TYP) FB 1/4x4 TOEBOARD (TYP) / A325 BOLTS HANDRAIL CONNECTION DETAIL SCALE: 3/4"= 1'-0" TOP OF GRATING THIS SIDE UP SADDLE BRACKET @ 12" SELF TAPPING BOLT @ 12" O.C. (TYP.) GRATING ATACHMENT DETAIL N.T.S. CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY � i I I I Q0 a_ w a_ a_ W10x26 W10x26 c -)j I I I I I c3' Q_>' 6" 1 12'-0" 8 RAILING PLAN 18"0 CONC PIERS (TYP.) W10x26 S2 SCALE: 3/8"= 1'-0" � N x O W10x26 � I I I I i I W10x26 I PLATFORM CAM MAN LCS 15-0" 6 FOUNDATION PLAN S2 SCALE: 3/8"= 1'-0" r 0 r a r n' r) -7 /o" 1 1/2"0 SCH 40 GALV. PIPE (TYP) FB 1/4x4 TOEBOARD (TYP) / A325 BOLTS HANDRAIL CONNECTION DETAIL SCALE: 3/4"= 1'-0" TOP OF GRATING THIS SIDE UP SADDLE BRACKET @ 12" SELF TAPPING BOLT @ 12" O.C. (TYP.) GRATING ATACHMENT DETAIL N.T.S. 7 VKA I INV FLAN S2 SCALE: 3/8"= 1'-0" -� STEEL BEAMS PERIMETER GENERAL NOTES 1.) FABRICATION AND ERECTION OF STRUCTURAL STEEL TO BE IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" NINTH EDITION. 2.) STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 "STRUCTURAL STEEL", UNLESS OTHERWISE INDICATED. 3.) STRUCTURAL STEEL TUBING : ASTM A500, GRADE B (Fy = 46 KSI) 4.) ALL BOLTS SHALL BE 3/4"0 TYPE A325 UNLESS NOTED OTHERWISE. 5.) ALL HOLES TO BE 15/16" DIAMETER UNLESS NOTED OTHERWISE. 6.) ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1, AT COMPLETION OF WELDING ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. 7.) ALL EXTERIOR EXPOSED STEEL MATERIALS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 "ZINC (HOT–DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. 8.) ALL BOLTS, ANCHORS AND AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC–COATING (HOT–DIP) ON IRON AND STEEL HARDWARE". UNLESS NOTED OTHERWISE. 9.) DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 10.) STEEL GRATING TO BE MAIN BEARING BARS TO BE 1-1/2" x 3/16" SPACED 1 3/16 INCHES CENTER–TO–CENTER. CROSS BARS TO BE RESISTANCE WELDED AT RIGHT ANGLES TO THE BEARING BARS. THEY SHALL BE SPACED 4" CENTER–TO–CENTER. NO NOTCHING OR CUTTING OF BEARING BARS BEFORE WELDING IS PERMISSIBLE. BAND OUTSIDE EDGES ONLY. FINISH TO BE GALVANIZED. OVERALL DIMENSIONS, DETAILS AND DIRECTIONS OF BEARING BARS IN ACCORDANCE WITH PLANS. 11.) ALL CLIP ANGLES SHALL BE WELDED TO ONE STRUCTURAL MEMBER WITH THE OUTSTANDING LEG DRILLED FOR A BOLTED CONNECTION (SEE SECTIONS BELOW). � BEAM � _ � POST (L' POST (� POST Co 4 Co i 00 I d - (L' POST —_ BEAM I 0 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY � i I I I Q0 a_ w a_ a_ mC_�j c -)j I I I I I c3' Q_>' 6" 1 12'-0" 8 RAILING PLAN S2 SCALE: 3/8"= 1'-0" � I I I I I I i I I I I 10/10/01 PLATFORM CAM MAN LCS SITE NUMBER (D I I z O I DATE REVISIONS BY CHK APP'D IN13XC078M S2 DATE: 09/20/01 CHECKED BY: MAN DRAWN BY: JDJ I x I i Q I I o- V I 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 3'-0" 151-011 7 VKA I INV FLAN S2 SCALE: 3/8"= 1'-0" -� STEEL BEAMS PERIMETER GENERAL NOTES 1.) FABRICATION AND ERECTION OF STRUCTURAL STEEL TO BE IN ACCORDANCE WITH AISC "MANUAL OF STEEL CONSTRUCTION" NINTH EDITION. 2.) STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 "STRUCTURAL STEEL", UNLESS OTHERWISE INDICATED. 3.) STRUCTURAL STEEL TUBING : ASTM A500, GRADE B (Fy = 46 KSI) 4.) ALL BOLTS SHALL BE 3/4"0 TYPE A325 UNLESS NOTED OTHERWISE. 5.) ALL HOLES TO BE 15/16" DIAMETER UNLESS NOTED OTHERWISE. 6.) ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1, AT COMPLETION OF WELDING ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. 7.) ALL EXTERIOR EXPOSED STEEL MATERIALS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 "ZINC (HOT–DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. 8.) ALL BOLTS, ANCHORS AND AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC–COATING (HOT–DIP) ON IRON AND STEEL HARDWARE". UNLESS NOTED OTHERWISE. 9.) DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 10.) STEEL GRATING TO BE MAIN BEARING BARS TO BE 1-1/2" x 3/16" SPACED 1 3/16 INCHES CENTER–TO–CENTER. CROSS BARS TO BE RESISTANCE WELDED AT RIGHT ANGLES TO THE BEARING BARS. THEY SHALL BE SPACED 4" CENTER–TO–CENTER. NO NOTCHING OR CUTTING OF BEARING BARS BEFORE WELDING IS PERMISSIBLE. BAND OUTSIDE EDGES ONLY. FINISH TO BE GALVANIZED. OVERALL DIMENSIONS, DETAILS AND DIRECTIONS OF BEARING BARS IN ACCORDANCE WITH PLANS. 11.) ALL CLIP ANGLES SHALL BE WELDED TO ONE STRUCTURAL MEMBER WITH THE OUTSTANDING LEG DRILLED FOR A BOLTED CONNECTION (SEE SECTIONS BELOW). � BEAM � _ � POST (L' POST (� POST Co 4 Co i 00 I d - (L' POST —_ BEAM I 0 0 0 0Q a_ a_ a. w c4i (=�j � m c� 3,-9„ 3,-9„ I 0,-6„ CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY Sprint SL.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN13XC078M 0 Q0 a_ w a_ a_ mC_�j c -)j C_ -j c3' Q_>' 6" 1 12'-0" 8 RAILING 0 0 0Q a_ a_ a. w c4i (=�j � m c� 3,-9„ 3,-9„ I 0,-6„ BEAM POST POST POST POST +_ BEAM FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5'714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY Sprint SL.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN13XC078M w LJ M a_ ate. a_ cam' c3-1 c3' Q_>' 8 RAILING PLAN S2 SCALE: 3/8"= 1'-0" BEAM POST POST POST POST +_ BEAM FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5'714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY Sprint SL.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN13XC078M a� ®� �4�`�c�'� ®�� e'°'���"� ��ST.PA.% �� Na c- oo 18 STATE g .,°aoo/ ;; � �fa�� �,�a ®®`';��NAL�°� 2p( � �� C _ Sprint Spectrum, L.P. PLATFORM DETAILS 1. 10/10/01 PLATFORM CAM MAN LCS SITE NUMBER DRAWING NUMBER NO. DATE REVISIONS BY CHK APP'D IN13XC078M S2 DATE: 09/20/01 CHECKED BY: MAN DRAWN BY: JDJ d- 00 N WORK LIGHT ---b I` M ~� 5 3/4" ° FRONT e ° FRONT ° . FRONT. ~ GPS FBF eM R Ee D E +, e 36" o o 042" e e 42" e e �- GPS CABLE TRAY UNISTRUT 1-1/2" 0 U—BOLTS — 0 co f ° e 42" e e 42e 0 0 36 0 H SDE eREmEBE �" e °FRONT* e FRONT e 0 FRONT e _ l,I PPC 0 000 TELCO POWER WORK LIGHT_ _ --' EQUIPMENT LAYOUT PLAN SCALE: 3/8"= 1'-0" WORK LIGHT _--- SWITCH RECEPTACLE GRATING PLATFORM r FINISH GRADE 5 3/4" 00 N CUT 1/4 x 4" TOE BOARD TO ALLOW 18" CABLE TRAY TO PASS THROUGH TOE BOARD GPS ANTENNA _ SUPPORT PIPE UNISTRUT 1-1/2" 0 U --BOLTS o 1-1/2" 0 RAILING 1 /2" COAX rOR GPS GRATING PLATFORM FINISH GRADE TO GROUND RING RATING OVERSIZE WASHER--` 1-1/2" x1-1/2" SQUARE, WASHER 1/2" THICK, 15/16"0 HOLE LOCK WASHER VALMONT, SQUARE SPACER NUT PART NO. B961 OR APPROVED EQUAL — BOLT SIZE PER CABINET MANUFACTURERS SPECS r4---NCABINET ATTACHMENT N.T.S. WORK LIGHT SECTION GPS ELEVATION GPS SECTION NOTE: THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES NECESSARY TO CONSTRUCT UNISTRUT SUPPORT RACKS FOR BOTH LIGHTS AND GPS ANTENNAS PLEASE REFER TO DWG C3 FOR CORRECT ORIENTATION OF PLATFORM TYPICAL SECTION ACCESS HOLES W/ MANUFACTURER SUPPLIED COVER PLATES CONDUIT (TYP.) (SIZE AS REQ'D) BUSHING (TYP.) (SIZE AS REQ'D) COVER PLATE + El + TITLE SCALE: --0 - I ?-- 1-5/8" N u NONE Size:DRAWN 3 9— 3/ 8 x 1 1-13 / 16 x3—m-.971 CONDUIT (TYP.) (SIZE AS REQ'D) BUSHING (TYP.) (SIZE AS REQ'D) COVER PLATE CABINET FLOOR LOCK NUT (TYP.) (SIZE AS REQ'D) (2) MANUFACTURER SUPPLIED COVER PLATE (12) ATTACH TO CABINET PER MANUFACTURER RECOMMENDATION (TYP.) CONDUIT SIZE AS REQ'D (TYP.) BUSHING (SIZE AS REQ'D) SEE TYPICAL SECTION NOTE: QQ PLAN OF DEI 0 0 DO NOT CUT BOTTOM OF DE I TO FIT CONDUIT. PLAN DETAIL OF COVER PLATES �CONDUIT TO DEI ATTACHMENT DETAILS �o � o Alan Dick & Co. (USA) Inc. 14 CELINA AVE. UNIT 17 + + + TITLE SCALE: TireTray, KF1310, 3 x 1-5/8" N u NONE Size:DRAWN 3 9— 3/ 8 x 1 1-13 / 16 x3—m-.971 �m 6PPR: ATE 01-30-01 + + + FlNISH 0 00 u DWG. # + ♦ + K FB 10 A DATE REVISIONS + + + I N 13XCO78M S3 DATE: 09/20/01 CHECKED BY: MAN DRAWN BY: JDJ + + F9 + rA =, N.T.S. OLAADC Alan Dick & Co. (USA) Inc. 14 CELINA AVE. UNIT 17 SPECIALISTS IN ANTENNA SYSTEMS NASH UA, NH 03063 TITLE SCALE: TireTray, KF1310, 3 x 1-5/8" NONE Size:DRAWN 3 9— 3/ 8 x 1 1-13 / 16 x3—m-.971 �m 6PPR: ATE 01-30-01 FlNISH SHEET DWG. # REV SITE NUMBER 1 of 1 K FB 10 A CABLE TRAY DETAILS N.T.S. GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 CINERGY SUBSTATION GRAY ROAD CARMEL, IN 46033 HAMILTON COUNTY Sprint Spectrum L.P.a`�°�a�-T®FIRST -- 9801 W HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE NO. IN 13XCO78M ®®c'°ei e®��uk =°`" 018417 X10- Qoe SrATEOF 9� d` �0 Z �/ —; Sprint Spectrum L.P. EQUIPMENT LAYOUT ON PLATFORM DETAILS SITE NUMBER DRAWING NUMBER RE No. DATE REVISIONS BY CHK APP'D®�A' I N 13XCO78M S3 DATE: 09/20/01 CHECKED BY: MAN DRAWN BY: JDJ .y