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Home My WebLink About0189.02 Building PlansSITE: 4.` F= F:;t E FPA FR E => B Y : CLAUS PYLE SCHOMER BURNS & DEHAVEN INC. GPD ASSOCIATES ....................... 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 CELLULAR RADIO TELEPHONE SYSTEM INDIANAPOLIS, INDIANA 131st. & SHEFFIELD CELL SITE IN -MSA "TER MAP 4? CARMEL, INDIANA SITE: SITE: 635 WEST 131 at STREET CARMEL. INDIANA HAMILTON COUNTY. CLAY TOWNSHIP DIRECTIONS FROM DOWNTOWN INDIANAPOLIS - MERIDIMI STREET NORTH TO 131st STREET. TURN LEFT(WEST) AT 131st STREET CONTINUE WEST ON 131st STEET ACROSS SPRNGMILL ROAD. SITE WILL BE ON LEFT. ON THE WEST SIDE OFF WILLIAMS CREEK. I I I �fVlYJ/ � G NQ STATE OF �IA�. THE OWNERS REPRESENTATIVE IS: LATTICE COMMUNICATIONS 441 VINE STREET. SUITE 3900 CINCINNATI, OHIO 45202 CONTACT: KEN SMITH (513) 381-7775 SITE ACQUISITION PROVIDED BY: WESTERN ACQUISITION 4000 INVERNESS FARMS ROAD BLOOMINGTON, INDIANA 47401 CONTACT: STEVE QUALLEY (812) 333-5640 ARCHITECTURAL/ENGINEERING PROVIDED BY: GPD ASSOCIATES 2647 WATERFRONT PARKWAY, SUITE 150 INDIANAPOLIS. INDIMU 46214 CONTACT: TRACI PRE13L.E (800) 955-4730 TELEPHONE SERVICE PROVIDED BY: AMERITECH MEMBER OF ENGMIEERING DEPARTMENT CONTACT: JEFF RICE (317) 252-4274 ELECTRIC SERVICE PROVInm BY: MEMBER OFF ENGINEERING DEPARTMENT CONTACT. JANE MUNSFORD (317) 581-3021 1 SHEET NO, TITLE IT TITLE SHEET 1 SURVEY A-1 TOWER ELEVATION A-2 DETAILED SITE PLAN D-1 SITE DETAILS S-1 FOUNDATION DETAILS d: NOTES S-2 ICE BRIDGE DETAILS E-1 GROUNDING SITE PLAN & NOTES E-2 ELECTRICAL DETAILS E-3 ELECTRICAL. DETAILS THE OWNERS REPRESENTATIVE IS: LATTICE COMMUNICATIONS 441 VINE STREET. SUITE 3900 CINCINNATI, OHIO 45202 CONTACT: KEN SMITH (513) 381-7775 SITE ACQUISITION PROVIDED BY: WESTERN ACQUISITION 4000 INVERNESS FARMS ROAD BLOOMINGTON, INDIANA 47401 CONTACT: STEVE QUALLEY (812) 333-5640 ARCHITECTURAL/ENGINEERING PROVIDED BY: GPD ASSOCIATES 2647 WATERFRONT PARKWAY, SUITE 150 INDIANAPOLIS. INDIMU 46214 CONTACT: TRACI PRE13L.E (800) 955-4730 TELEPHONE SERVICE PROVIDED BY: AMERITECH MEMBER OF ENGMIEERING DEPARTMENT CONTACT: JEFF RICE (317) 252-4274 ELECTRIC SERVICE PROVInm BY: MEMBER OFF ENGINEERING DEPARTMENT CONTACT. JANE MUNSFORD (317) 581-3021 1 N 89013'32" E 1225.00'(R) P.O.C. NW CORNER SEi/4 SEC 27-T18N-R3E LEGEND MONUMENT FOUND POWERPOLE --SS- SAN.SEWER LIME O MONUMENT SET GUY WRE ® SEWER MANHOLE i P.K. NAIL FOUND LIGHT POLE Ap CLEAN OUT (3 P.K. NAiL SET 15-0 STREET LIGHT POLE -SDI- STORM DRAM! LINE X FND X MARK ® ELEC. TRANSFORMER 0 STORM DRAIN MANHOLE X Si:T X MARK a AIR CONDITIONER ® CATCH SAM A R.R SPACE FOUND - BE - BURIED ELECTRIC Is CURS INLET O R.R. SPIKE SET O/W E OVERHEAD ELECTRIC wwo MONITORING WELL BENCHMARK A ELEC. MANHOLE -T- 7EL044ME U1E ® CONC. R/W MARKER I[I ELECTRIC METER 0/H T OVERFIEAD 'itD.EPHONE (R) RECORD DATA -W- WATER UNE ® PAY PHONE (M) MEASURED DATA ® WATER MANHOLE Ln TELEPHONE BOX (C) CALCULATED DATA 04 WATER VALVE (D TELEPHONE MANHOLE R/W RIGHT OF WAY M WATER METER TELEPHONE POLE 8% BACK SET LINE )0, HYDRANT Ji SIGN RCP REINFORCED OONC PIPE ® GAS MANHOLE 11 GWP CORRUOA70 MLTAL PIPE ON GAS VALVE ® STOP SIGN PVC PLASIC PIPE 80 On METER ® TRAFFIC SIGNAL MIL L/S METAL LANDSCAPING - G-- GAS LME -C- CABLE �� • STEEL POLES 0/H C OVERHEAD CABLE TREE ,,J0 TEST HOLE O 00V1AtlOHT 2000 AFD GROUP wTFWatAIIOHAI. Trait *044 , styl and fmrat t, pratodod by t andMAM arr n.uv" TA. w. �On tNwwrRt �oana�arUi� p.rrrOs ROUP wTE11NA•po M . 0470 .51"W TLA' , V214 WA QD 1V,�71i'.15�1l.RG1Y, �N.a'J.4N�! �?'�30 7 WOW .Erctp://11'1x'1!: C�S.9'lI.RY.IF'YOR. CJaw PREPARED FOR: PROJECT LOCATION: HAMILTON COUNTY. INDIANA PROJECT ADDRESS: N GPD A rS'S' O CIA TES' WEST 131 STREET CARMEL, IN J08 NUMBER: SS13113 PROJECT NAME: TOPOGRAPHY do BOUNDARY SURVEY FILE: SS13113.DWG OF CARMEL CELL SITE -0/H P.O.8: SUBSTATION O/H E N 89.13'32" E 20.00'(C) 0/HE - --- "/HE ASP.HAN:T 1 WAST ` .33 1 s.�;.:.:. S 89 13'2 W 2632:74 ``R) .. t STREET -L',,. •;�,,,,,, . ILLI :•-T . •lam- --• -•,. . <--�-i *- ---- i.-•...t.� •.:, _..,-.o _-..r.,-T • T-.�..,�- . ..:i:-.,-:.� 1+�-:.-,.... ,,.:..�e.� - ...._•i.,T ..• `!• • ...�•.. ` • ,,,,•. alp - 417 zos.io I�j / .v. �; - .... --/H T 0/H T BRIDGE OVER G------- { { ' T---�•--- { ! � { 4.0.00 R/W , \ ! { 20.00' UTIUTY EASEMENT ! \ 09- 2i 00-001 _______ __._..._i_.......... _........,�... { ; ' INGRESS/EGRESS EASEMENT 1984 MAGNETIC NORTH { { 4700.00 SQ. FT. I { 0.108 ACRES MN { LOT 78 10' 3. i 09-27-00-026 Iv i I 8i 8 C4{ { !61 s { v SUBSTATION + 3\ • ` 1.32 ACRES (R.) N \ \ { { 20' 0' 2O' SCALE, 1 = 20 { 1{ I I { { ' LOT 77 09-27-00-025 { I P. DRESS/£aR Si i { SET 5f EASEME ` 1 8"ItEBAR W/AE.S CAP 0002 { i • o.00'( j P 39T 5/8"RBBAR /ASS CAP 0008 50.00'(M) 3 LANDSCAPING -. TREES , P.0.6. ao IMPOUND N • w P.O.C. $ I a EGRESS AR S girl 3'32" W rn v CSET AP I E 205 00'(R} Big JP/in CAP ow C OUND \ \ 22500 SQ. FT. \ \ 0.082 ACRES \ SITE LOCATION. \ \ \ \ WORTH AMERICAN DATUM 1983 \ LAT 76 \ LATITUDE - 39' 58' 36.95" NORTH \ 09-27-00-024 \ \ LONGITUDE - 86' 10' 10.61" WEST \ \ NORTH ALAN DATUM 1927 LATITUDE - 39. 58' 36.81' NORTH \ LONGITUDE - OW 10' 10.6¢" WEST LOT 74 ACCURACY +/- SO FT HORIZONTAL `' \ S P R i N G M I L L STREAMS 09-27-00-022 \ NATIONAL GEODETIC VERTICAL DOTUTA 1984 SECTION 4 ELEVATION 860.00 AMSL \ NATIONAL GEODETIC VERTICAL. DATUMS 1929 \ a VATiON NO -00 AMSL \ SITE DATA . AACCuwAcY +/- 20 FT VERTICAL \ \. \. 1. VERTICAL DATUM- USGS LOT 75 2. BENCHMARK- CHISELED SQUARE ON THE EASTERN DOWNSTREAM WINGWALL, AT THE 131st STREET BRIDGE OVER WILLIAMS CREEK. *200' EAST OF SUBJECT PARE„ ELEVATION - 861.91' - SET IRON PIN, JUST NORTH OF THE PROPOSED PROPOSED TOWER SITE. ELEVATION - 860.15' 3. THIS SITE iS WITHIN A 100 YEAR FLOOD ZONE AREA, PER FLOODWAY MAP COMMUNITY -PANEL No. 180081 0002 C. DATED MAY 19, 1981. 09-27-40-023 48 HOURS BEFORE YOU DIG CALL MISS DIG . (m mm 111 PRIOR TO CONSTRUCTION FOR ,UNDERGROUND UTILITY LOCATION SUBSTATION DESCRIPTION PART OF THE SOUTHEAST QUARTER OF SECTION 27. TOWNSHIP 18 NORTH, RANGE 3 EAST. IN HAMILTON COUNTY. INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMi LACING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUERTER OF SAE! SECTION 27, WHICH SAID CORNER BEARS SOUTH 89 DEGREES 13 MINUTES 32 SECONDS WEST, 2632.74 FEET FROM THE NORTHEAST COINER OF SAID SOUTHEAST QUARTER SECTION; THENCE ALONG THE NORTH AMIE THEREOF, NORTH 89 DEGREES 13 MINUTES 32 SECONDS EAST. 1225.00 FEET, TO 1NE POINT OF BEGINNING, WHICH SAID PONT OF BEGINNING IS TIE NORTHEAST CORNER OF SPRMIGMILL STREAMS -SECTION FOUR, THE Ut�0ARDED PLAT OF WHICH IS ON FiLE IN THE OFRCE OF PAUL I. CRAPE, INC., 7172 GRAHAM ROAD, NDWiAPOLIS. W 46230: TWME ALONG THE EASTERLY UNE, AAO] THE EASTERLY LINE EXTENDED OF SAID PLAT. SOUTH 00 DEGREES 46 MINUTES 28 SECONDS EAST. 28D.00 W. THENCE PARALLEL WITH SMD NORTH UNE, NORTH 89 DEGREES 13 MINUTES 32 SECONDS EAST. 205540 FEET; THENCE NORTH 00 DEGREES 46 MINUTES 28 SECONDS WEST. 280.00 FEET TO A POINT ON SILO NORTH UNE, WHICH BEARS NORTH 89 DEGREES 13 MINUTES 32 SECONDS EAST. 205.00 FEET FROM THE POINT OF BEGINNING; THENCE ALONG SAO NORTH UNE. SOUTH 89 DEGREES 13 MANTES 32 SECONDS WEST. 205.00 FEET, TO THE POINT OF BEGINNING, CONTAINING 1.32 ACRES. MORE OR LESS. ALSO. SUBJECT TO 40.00 FEET, BY PARALLEL LINES, OFF THE ENTIRE NORTH SIDE OF THE ABOVE DESCRIBED TRACT, FOR RIGHT OF WAY FOR 131st STREET. ALSO, St"CT TO 2000 FEET. BY PARALLEL LINES, LYING SOUTH OF, AND PARALLEL WITH, TETE 40.00 FEET RIGHT OF WAY LINE OF A UTILITY f.ASEMENT. COMPOUND DESCRIPTION ART OF THE SOUTHEAST QUARTER OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 3 EAST, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 27. WHICH SAID CORNER BEARS SOUTH 89 DEGREES 13 MINUTES 32 SECONDS WEST, 2832.74 FEET(R) FWM THE NORTHEAST CORNER OF SAID SOUTHEAST QWRi£R SECTIONt, THENCE ALONG jHE NORTH UNE THEREOF. NORTH 89 DEGREES 13 MINUTES 32 SECONDS EAST. 1225.00 FEET(R). TO THE NORTMOOT CORNER OF THE HEREON DESCRIBED SUBSTATION PARCEL; THENCE ALONG THE WEST UNE OF SAID SUBSTATION PARCEL, SOUTH 00 DEGREES 46 MINUTES 28 SECONDS EAST, A DISTANCE OF 235.00 FEET(C) TO A SET 5/8' REBAR WiTH AES CAP 0002, AT THE PONT OF BEGINNING; THEN(2: LEAWNG SAID WEST LINE NORTH 89 DEGREES 13 MINUTES 32 SECONDS EAST A QSTANCE OF 30.00 FEET�M), TO A SET 5/8" REBAR WITH AES CAP 0002; THENCE SOUTH 00 DEGREES 46 28 SECONDS EAST. A DISTANCE OF 45.00 FEET((M), TO A SET 5/8' REBW WITH ARS CAP 0002. ON THE SOUTH L� OF THE AFOREMENTIONED SUBSTATION PARCEL; THENCE ALONG THE SOUTH UNE OF SAID SUBSTATION PARCEL, SOUTH 89 DEGREES 13 MINUTES 32 SECONDS WEST, A DISTANCE OF 50.00 FEET(M), TO A SET 5/8" RESAR WON AES CAP 0002. AT THE SOUTHWEST CORNER OF SAID SUBSTATION PARCEL; THENCE N ONG THE WEST LINE OF SAID SUBSTATION PARCEL, NORTH 00 KGRIM 46 MINUTES 28 SECONDS WEST. A DISTANCE OF 45.00 FEET(M), TO THE PINT OF BEGINNING. AND CONTAINING 0.052 ACRES, MORE OR LESS. NGRESS/EGRESS EASEMENT DESCRIPTION ART OF THE SDUTHEAST QUARTER OF SECTION 27, TOWNSHIP 18 NORTH. RANGE 3 EAST. IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE HEREON DESCRIBED COMPOUND PARCEL• THENCE ALONG THE NORTH UNE OF SAID COMPOUND P NORTH 89 DEGIBES 13 MINUTES 32 SECONDS EAST. A DISTANCE OF 6.00 FEETC). TO THE POW OF BEGNNMNGc THENCE LEAVING SAID NORTH UNE. NORTH 00 DEGREES 46 MINUTES 28 SECONDS WEST. A DISTANCE OF 235.00 FEET(C), TO A POiNT ON THE NORTH UNE OF SAID SECTION 27; THENCE ALONG THE NORTH LINE OF SAND SECTION 27, NORTH 80 DEGREES 13 MINUTES 32 SECONDS EAST, A DISTANCE OF 20.00 FEE1'(C}. THENCE LEAVING SAiD NORTH NINE, SOUTH 00 DEGREES 46 MINUTES 28 SECONDS EAST. A DISTANCE OF 235.00 FEET(C). TO A POINT ON THE NORTH LINE OF THE AFOREMENTIONED COMPOUND PARCEL; THENCE ALONG THE NORTH UNE OF SAID WEST. A DISTANCE �O�00DPARCIL SWM 89 DEGREES FEET THE POINT BEGINNING. AN SC3ONTAINING SECONDS.108 ACRES. MORE OR LESS. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECTION TO THE BEST OF MY KNOWLEDGE AND SEUEF AND WAS EXECUTED ACCORDING TO THE SURVEY REQUIREMENTS CONTAINED iN 868 IAC 1-12, SECTIONS 1 THRU 29. SURVEY FIELDED: AUGUST 14, 2000 //Al` �� Q `o RODNEY K. YOUNG R. S.# 9 0019 = r 910019 DOE OF CURFIGaION 8/15/200D 1 im or 4, INT. DW �fAA/1tT11ltA�� CLOSURE 1:190.000,000,000 u NEW PREFABRICATED RADIO EQUIPMENT BUILDING SEE FOUNDATION PLAN ON SHEET S-1. -w 000.00" NEW VERIZON ANTENNAS MOUNTED AT 110'. — ANTENNAS AND COAX CABLES FURNISHED BY VERIZON. — INSTALLED BY GC. SEE FRAMING PLAN ON SHEET S-1. � ,-- LIGHTNING ROD I I n n n n ii II �� II II I I I I I I I I 120'-0" FT. ELEV. Ak ! I I I I I CL OF FUTURE ANTENNA IT- U U III U U III III III III {II I!I III 110'-0" FT. ELEV. III CL OF ANTENNA III 11 III I I n n n n II it II II 90'-0" FT. ELEV. II III III_ II q. OF FUTURE ANTENNA II III I III II U U! I I U U (L T ! I I ! I I I I ! I I i n n! I In n II III I III II I l III I III I I 80'-0" FT. ELEV. Ak q - OF FUTURE ANTENNA II if II II II II U U U U I I I EXISTING 120'-0" MONOPOLE TAW= EXISTING CINGULAR OUTDOOR RADIO EQUIPMENT ON PLATFORM EXISTING WOOD FENCING T/FINISHED GRADE T/EXISTING GRADE 'i �- EXISTING FOUNDATION I sl ELEVATION /010'\ N.T.S. \ty a SITE INFORMATION EXISTING 120'-0" MONOPOLE TOWER ELEV.= 860.00 FEET AMSL. (NGVD 88) LATITUDE— 39' 58' 37" NORTH LONGITUDE— 86' 10' 11" WEST (NAD 83) 1,01 '° SiATE OFNAL cr >>oMIlift!//� •�``��`�� LRFCT wwnwl.A w•1.1 2001006.211 �111111111!!Adllhk Vewire/ess GLAUS PYLE SCHOMER BURNS & DEHAVEN INC. GPD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite ISO Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 PRIE T: 1IT 1st & SHEFFIELD CELL SITE CARMEL, INDIANA DESIGN BY: DRAWN BY: TTP TOWER ELEVATION TTP CHECKED BY: TGP LATTICE COMMUNICATION SHEET No. DATE: 11/2/01 LEASE AREA I I of SCALE: AS NOTED WORK ORDER No. CGSA A 1 1 REVISIONS: APPROVALS: SUBJECT: I DATE: MGR. LAND & BLDGS. I DIRECTOR — DIRECTOR — NETWORK SERVICE GENERAL MANAGER I PRESIDENT , NOTICE TO CONTRACTOR OLEY MOLEY DON TN SEZ: DIG BLIND Call Monday thru Friday — 7 am. to 6 pm. 1-800-382-5544 TOLL FREE 1-800-428-5200 OUTSIDE INDIANA PER INDIANA STATE LAW, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. N tG O O Co N r .8 M r4 C3 N 3 c7 N N O L div -W odo'o.ao" LEGEND 0 RE -BAR — - - - - — CENTERLINE EXISTING FENCE LINE EDGE OF GRAVEL COMPOUND ----------------------- EDGE OF LEASE LINE ----------------- ACCESS EASEMENT LINE PROPERTY LINE — — POWER POLE W/OVERHEAD ELECTRIC UNDERGROUND TELEPHONE — — = UNDERGROUND ELECTRIC PREFABRICATED EQUIPMENT BUILDING —� GRAVEL COMPOUND EXISTING ACCESS DRIVE ° a ° a CONCRETE EXISTING 12'-0" GRAVEL DRIVE. - SEE NOTE 4 ON THIS SHEET. I I I EXISTING 12' WIDE I " SWING GATE. +!J �. - USE EXISTING LATTICE i ( COMBINATION LOCK - #9280 I: ; ;) - DO NOT ADD ANY APPROXIMATE LOCATION OF I. . . ' . . ' ' . ' . . ' ' ADDITIONAL LOCKS. EXISTING UNDERGROUND I I I' :::::::: : ::::::::::::::::: :::: ::I ELECTRIC/TELECO SERVICE. i ........... .::::::::::::::........::::j APPROXIMATE LOCATION OF ... 1 UNDERGROUND UTILITIES W EXISTING PAD MOUNT TRANSFORMER --\I :.:.:: ':.::.I " EXISTING 120' MONOPOLE TOWER IW/EXISTING LOW VISIBILITY I ANTENNAS MOUNTS & BRACKETS AVAILABLE* 110' HEIGHT. i ....�..,.. ........ EXISTING MAN GATE �'%' ____ ;� 60'_0" LE!►SE x x x x x x x — 1 r'' �. 1 s-ag13 32��\ u G U G EXISTING POWER/TELCO E-3 D -t r. �— — — — — —,\� METER BOARD STRUCTURE 2 . 1 \ W/SPARE METER BASES E_3 °N° I W _____ ___________ __ __ EXISTING ® #4 & #5• 01 o -� EXISTING -'�— EXISTING WOOD LANDSCAPING - SEE DETAILS ON E-3. I I FENCING TO REMAIN I PLATFORM = TREES z =a u :M I AND I EXISTING LATTICE n N I EQUIPME I COMMUNICATIONS LEASE AREA r� , / SEE . FOUNDATION 1 NEW UNDERGROUND ELECTRIC SERVICE. �'� n. g AND FRAMING I 2 I I 45 -0 x 50 -0 - SEE DETAILS SHEET E-1, E-2, & E-3 i i n E-3 PLAN ON S-1. I D_� - SEE GENERAL NOTE 6 ON THIS SHT. N q L uPS ANTENNA NEW UNDERGROUND TELEPHONE SERVICE. E-3 i I 1 1 "�'` - - i G -INSTALLED BY CONTRACTOR SEE DETAILS ON SHEET E-1, E-2 & E-3. i 1 -- — —�OF TO `-FURNISHED BY VERIZON — SEE GENERAL NOTE 6 ON THIS SHEET. s ' ' — — -r�— — �Iy -R —ATTACHED TO ICE BRIDGE Al I = a o T _ POST W/1-1 /4" GALVANIZED PIPE I ; q_1 & MOUNTING HARDWARE. t RAILING SHALL BE i i ( `° 1'-8 17'-4" REMOVABLE 6 7 FUTURE NEW ICE BRIDGE & FOUNDATIONS. ' EQUIPMENT V — ICE BRIDGE PROVIDED BY VERIZON S-1 S-1 i ; 1 — --- -- I BUILDING — I_�t—o"t — FABRICATED & INSTALLED BY G.C. — SEE DETAILS ON SHT. S-2. 4'-0 CONTRACTOR SHALL INSTALL0 �j 1 - ICE BRIDGE TO BE ABLE TO ACCOMODATE 5 ADDITIONAL COAX FROM FUTURE CARRIER DOOR CANOPY AFTER — SHELTER IS SET. _____ M —__ _ __ _� '__�_� +. - -----'- -- --' NEW VERIZON WIRELESS APPROXIMATE LOCATION OF FUTURE 11'-8" x 16'-0" x 9'-0" UNDERGROUND UTILITIES PREFABRICATED RADIO EQUIPMENT BUILDING SEE DETAILS SHEET S -1,S-2 (BUILDING DWURER SUPPLIED FOR PREFABRICATED EQUIPMENT )• BUILDING FOUNDATION. -SEE DETAIL ON S-1 EXISTING GRAVEL COMPOUND - REPAIR & REPLACE ANY DISTRUBED AGGREGATE TO MATCH EXISTING SURROUNDINGS AFTER WORK IS COMPLETE. - SEE DETAIL ON D-1. DETAILED SITE PLAN in - 10' Z GENERAL NOTES L SCHEDULE: _M EXCAVATION OF UTILITIES: THE CONSTRUCTION OF THE SITE REQUIRES A CERTAIN SEQUENCE OF A. FIELD VERIFY THE LOCATION OF ANY EXISTING UNDERGROUND ELECTRIC EVENTS TO MINIMIZE CONSTRUCTION TIME REQUIRED UNTIL AVAILABILITY AND TELCO PRIOR TO EXCAVATING IN THE VICINITY OF THE SITE. ALL OF CELLULAR TELEPHONE SERVICE. VERIFY SCHEDULE DURING BID EXCAVATIONS SHALL BE MADE BY HAND OVER OR UNDER OR IMMEDIATELY WALK. ADJACENT TO ANY EXISTING UTILITIES & GROUNDING. Z. THE OWNERS REPRESENTATIVE IS: fL ALL UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST 48 HOURS LATTICE COMMUNICATIONS PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. CONTACT UNDERGROUND 441 VINE STREET, SUITE 3900 UTILITY PROTECTION SERVICE BEFORE YOU DIG AT 1-800-382-5544. CINCINNATI, OHIO 45202 CONTACT: KEN SMITH f. EXISTING UTILITIES ARE SHOWN FROM THE SURVEY AND ARE NOT (513) 381-7775 NECESSARILY COMPLETE AND ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE, EXPOSE AND DETERMINE IF CONFLICTS EXIST ELECTRIC SERVICE PROVIDED BY: TELEPHONE SERVICE PROVIDED BY: WITH THE NEW IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE CINERGY AMERITECH TELEPHONE ENGINEER (GPD ASSOC.) IN ORDER TO RESOLVE ANY CONFLICTS. MEMBER OF ENGINEERING DEPARTMENT MEMBER OF ENGINEERING DEPARTMENT CONTACT: JANE MUNSFORD CONTACT: JEFF RICE D, EXISTING UTILITY, GROUNDING, DRAIN OR FIELD TILE DAMAGED (317) 581-3021 (317) 252-4274 SHALL BE REPAIRED OR REPLACED, AS NEEDED, IN LIKE KIND AND CHARACTER, AND AT THE EXISTING GRADE PRIOR TO CONSTRUCTION. I ANTENNA INSTALLATION: 1L CONTRACTOR'S LICENSE: THE CONTRACTOR INSTALLING THE PLATFORM SHALL ENSURE THAT ONE THE GENERAL CONTRACTOR AND ALL OF HIS SUBCONTRACTORS THAT DO FACE OF THE PLATFORM ALIGNS WITH TRUE NORTH - SOUTH. DURING ANY WORK ON THIS PROJECT SHALL BE CURRENTLY LICENSED TO THIS WORK, THE GENERAL CONTRACTOR SHALL BE LIMITED TO THE WORK PERFORM WORK IN THE LOCATION OF THIS SITE. PROOF OF LICENSES WHICH CAN BE PERFORMED IN THE VICINITY OF THE TOWER. SHALL BE SUPPLIED TO VERIZON WIRELESS PRIOR TO THE _& ACCESS DRIVEWAY: COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL UTILIZE THE EXISTING ACCESS DRIVE 12, SEEDING: PER THE ALIGNMENT AS SHOWN ON THE DRAWINGS. REPAIR AND REPLACE ALL DISTURBED AREAS SHALL BE REPAIRED AND SEEDED BY THE ANY DISTURBED AGGREGATE TO MATCH EXISTING SURROUNDINGS AFTER GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED . WORK IS COMPLETE. IF ANY AREA OF CONSTRUCTION REQUIRES MORE FILL OF AGGREGATE STONE THAN SHOWN ON THE DRAWINGS, THE GENERAL 1, FINAL CLEAN-UP: CONTRACTOR SHALL NOTIFY THE ENGINEER FOR APPROVAL OF THE SIZE, TYPE AND QUANTITY OF STONE/FILL NECESSARY AND SHALL UPON COMPLETION OF ALL WORK BY THE GENERAL CONTRACTOR AND NOT BE USED UNTIL APPROVAL BY THE ENGINEER. ALL OF HIS SUBCONTRACTORS ON THIS PROJECT, THE GENERAL CONTRACTOR SHALL STRIP AND CLEAN THE FLOOR OF THE PREFAB BUILDINGS, USING N INDUSTRIAL STRIPPING MACHINE. THE FINISHED 5. PREFABRICATED RADIO EQUIPMENT BUILDING: (BUILDING PROVIDED BY VERIZON) FLOOR SHALL BE CLEAN AND DUST FREE. NO SURFACE FINISHES SHALL BE APPLIED. THE GENERAL CONTRACTOR IS ALSO RESPONSIBLE THIS CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS FOR THE REMOVAL OF ALL EXCESS MATERIAL FROM INSIDE THE FOR THE PROPER LIFTING AND TRANSPORTING OF THE PREFABRICATED RADIO SHELTER ALONG WITH SHIPMENT OF NOTED MATERIALS BACK TO EQUIPMENT BUILDING FROM THE TRANSPORT TRUCK BED TO THE FINAL POSITION THE OWNER. ON THE STEEL FRAME. THE BUILDING SHALL BE LIFTED INTO PLACE BY USING FOUR (4) NYLON LIFTING STRAPS CONNECTED TO A 1& IN THE EVENT ANY DISCREPANCIES OR ERRORS ARE FOUND ON SPREADER BAR ASSEMBLY. EACH STRAP SHALL BE RATED AT THESE PLANS OR ANY CONFLICT OR PROBLEMS ARE ENCOUNTERED 55,000#. THE BUILDING WEIGHT IS 75,000# WITH TELEPHONE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE EQUIPMENT. CONTRACTOR SHALL ANCHOR THE BUILDING TO STEEL FRAME ENGINEER BEFORE PROCEEDING WITH THE WORK. NO ADDITIONAL USING STEEL PLATES AND ANCHOR BOLTS PROVIDED BY THE PREFABRICATE RADIO COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK HAVING EQUIPMENT BUILDING MANUFACTURER. EXTREME CAUTION SHALL BE TAKEN IN THE TO BE REDONE FOR GRADE OR GEOMETRIC DISCREPANCIES IF NOTICE INSTALLATION OF THE BUILDING TO AVOID CONTACT WITH EXISTING OVERHEAD UTILITY LINES. TO THE ENGINEER HAS NOT BEEN PROVIDED. THE ENGINEER RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS AS NECESSARY TO UTILITIES: ACCOMPLISH THE INTENT OF THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION AND PROPER J& ALL SITE WORK AND CONSTRUCTION SHALL CONFORM TO ANY BACKFILLING OF TRENCHES AND SUPPLY CONDUIT REQUIRED FOR UNDERGROUND AND ALL APPLICABLE CODES AND VERIZON WIRELESS STANDARDS TELEPHONE & ELECTRICAL UTILITIES. ALL TRENCHING SHALL BE COMPACTED TO AND SPECIFICATIONS. 95% MAXIMUM DRY DENSITY IN ACCORDANCE W/ASTM D-1557 IN 6" LIFTS. M ALL ELEVATIONS AND TOPOGRAPHIC INFORMATION WAS TAKEN FROM A SURVEY SUPPLIED TO GPD ASSOCIATES BY US SURVEYORS. THE ELECTRICAL TRENCH SHALL SART AT THE NEW PREFABRICATED RADIO EQUIPMENT GPD HAS NOT VERIFIED THIS INFORMATION AND DOES NOT WARRANT ANY INFORMATION SUPPLIED BY OTHERS. BUILDING AND END AT THE EXISITING METER BOARD STRUCTURE. THE ELECTRIC PROVIDER SHALL PROVIDE SERVICE TO THE METER BOARD. THE CONTRACTOR SHALL ,L THE CONTRACTOR SHALL MAINTAIN A COMPLETE AS -BUILT SET OF PLANS PROPERLY BACKFILL THE TRENCHES AFTER SETTLEMENT AND SEED ANY DISTURBED AND CONDITIONS, AND SUBMIT SAME TO THE ENGINEER WITHIN 7 DAYS OF AREAS. CONTACT ELECTRIC PROVIDER SIX WEEKS PRIOR TO CONSTRUCTION' COMPLETION OF CONSTRUCTION. AS -BUILT PLANS SUBMITTED TO THE ENGINEER FOR SERVICE AND COORDINATION OF ACCESS TO SITE. SHALL INCLUDE A DRAWING WITH DIMENSIONS SHOWING THE LOCATION OF THE UNDERGROUND UTILITIES, GROUNDING GRID, BUILDING, TOWER, TOWER PLATFORM THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ORDERING AND COORDINATING ORIENTATION, AND FENCE WITHIN THE LEASE AREA OR PROPERTY AND BE THE DELIVERY OF A B1 OR POTS TELEPHONE SERVICE LINE TO THE PREFABRICATED CERTIFIED BY A LICENSED PROFESSIONAL SURVEYOR. RADIO EQUIPMENT BUILDING. THE CONTRACTOR SHALL ALSO COORDINATE DELIVERY OF 1L THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL A T1 CIRCUIT WITH THE TELCO PROVIDER AND THE VERIZON WIRELESS FACILITY ENGINEER. GOVERNING AGENCIES THAT REQUIRE SITE INSPECTION OF THE WORK AND/OR THE CONTRACTOR SHALL RUN THE TELEPHONE TRENCH AND 4" CONDUIT FROM SIMPLY NOTIFICATION. THE PREFABRICATED RADIO EQUIPMENT BUILDING TO THE EXISTING TELCO METER BOARD 1L THE CONTRACTOR IS RESPONSIBLE FOR ATTACHING OR SECURING ANY STRUCTURE. THE CONTRACTOR SHALL INSTALL A HOFFMAN BOX AT THE METER BOARD ACCESSORY OR LOOSE ITEMS THAT ARE SHIPPED WITH THE PREFABRICATED RADIO STRUCTURE FOR THE TELCO EQUIPMENT. THE TELCO PROVIDER SHALL PROVIDE SERVICE EQUIPMENT BUILDING, I.E. TIE DOWN PLATES, HVAC DRIP HOSES TO BLDG., AND SHALL TO THE METER BOARD STRUCTURE. THE CONTRACTOR SHALL PROPERLY BACKFILL THE INCLUDE THIS WORK IN THE BUILDING INSTALLATION PORTION OF THE BID. TRENCHES AFTER SETTLEMENT AND SEED ANY DISTRUBED AREAS. CONTACT TELCO PROVIDER EIGHT WEEKS PRIOR TO CONSTRUCTION FOR NEW SERVICE. 2& BENCHMARK - SEE SURVEY FOR LOCATION. 2,, GEOTEXTILE FABRIC: 2001006.21 AFTER PLACEMENT AND COMPACTION OF FILL WITHIN THE WORK AREA AND BEFORE THE PLACEMENT OF LIMESTONE AGGREGATE, (SEE SITE AREA L. R000010,>>a+Is+trsiu SURFACING DETAIL ON D-1), THE ENTIRE DISTURBED WORK AREA�� G�STE SHALL BE COVERED WITH A GEOTEXTILE FABRIC. THIS FABRIC SHALL BE 11 r T "TREVIRA SPUNBOUND SI125 ENGINEERING FABRIC" INSTALLED ACCORDING =977 = 00 =a� �� NOARDOWI Fo - TO THE MANUFACTURERS RECOMMENDATIONS. THE EXISTING SITE HAS A STATE OF 8488 * _ LAYER OF GEOTEXTILE FABRIC. CARE SHALL BE TAKEN IN NEW EXCAVATION%itit?I p \ �A-= OF I y AREAS TO MINIMIZE DAMAGE TO THIS FABRIC. ALL FABRIC REMOVED k_ '<; AS A RESULT OF THIS CONTRACT SHALL BE REPLACED PER THIS ��lG' G� ��/�� ,,�� OIA� ��'�.•� NOTE AND SHALL OVERLAP THE EXISTING A MINIMUM OF ONE FOOT. �ft� t t V0111" rr/re'es� t/ilIi11111i� JL TRASH REMOVAL & SANITATION: GIAUS PYLE SCHOMER BURNS D£HAVEN INC. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AS CREATED BY G PD ASSOCIATES HIMSELF AND HIS SUBCONTRACTORS. ALL SHALL BE REMOVED FROM THE SITE IN A TIMELY FASHION TO A LEGAL DISPOSAL AREA. THE GENERAL 2647 Waterfront Parkway East Dr. Suite ISO CONTRACTOR SHALL ALSO REMOVE ALL TRASH CREATED BY OTHER Indianapolis, Indiana 4 621 317-299-2996, Fax 317-293-1331 CONTRACTORS INCLUDING CABLE REELS, CARDBOARD BOXES AND PACKING. NO BURNING OF TRASH IS PERMITTED. PRIE T TITLE: THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE s t & SHEFFIELD CELL SITE TOILET FOR THE DURATION OF THE CONSTRUCTION PROJECT. CARMEL, INDIANA L TOWER: DESIGN BY: A THE GENERAL CONTRACTOR SHALL VERIFY THE EQUIPMENT BUILDING 'TP DETAILED SITE PLAN FOUNDATION IS LOCATED CORRECTLY WITH RESPECT TO THE TOWER DRAWN BY: FOUNDATION. THE CONTRACTOR MUST NOTIFY THE ARCHITECT/ENGINEER TTP OF ANY DISCREPANCIES PRIOR TO POURING CONCRETE. CHECKED BY: TGP LATTICE COMMUNICATION SHEET No. VERIFY NNWRITTINGR& FOUNDATION THAT ANTENNAS ANDYSIS ARE BY OTHERS. EQUIPMENT MOUNTED TO TOWERTOR TO ARE N DATE: 11/2 01 LEASE AREA OF CONFORMANCE WITH THE TOWER ANALYSIS. PRIOR TO CONSTRUCTION & INSTALLATION. SCALE: WORK ORDER No. CGSA AS NOTED REVISIONS: APPROVALS: SUBJECT: DATE: MGR. LAND & BLDGS. I DIRI DIRECTOR - NETWORK SERVICE GENERAL MANAGER I PRE �_1 4 ► %" /t tt.tt ct^c Ltrvrc 1 ri-rurmumorN SITE AREA SURFACING 3/4"=1'-0" DETAIL SHOWS EXISTING CONDITIONS MAKE REPAIRS PER THIS DETAIL Ddo'0.00' WOOD '0 REMAIN 7 CLEAN LIMESTONE /COMPACTED :.)— #10 LIMESTONE lCOMPACTED LIMESTONE W/#10 LIMESTONE /COMPACTED 'ILE FABRIC k SPUNBOUND S1125 :RING FABRIC" ROLLED SUBGRADE UNDATION FINISHED STONE MAT AIL 2/D-1 TOP OF PROOF ROLLED/COMPACTED SUBGRADE PARTIAL COMPOUND SECTION 3/4"= l —0 DETAIL SHOWS EXISTING CONDITIONS MAKE REPAIRS PER THIS DETAIL (/j�%J/j��► 1jiltiasG HJ " NQ 608804035 -a STATE 01= P 2001006.211 i J FOUNDATION PLAN SCALE: 1 /4"=1'-0" „ ' O" "0 CONCRETE PIER 4ED W/ SONOTUBE (TYP R 0 cI Go 3/4"0 A36 A.B. W/ 2" HOOK 1/4" x 5-3/4" x 1'-0" — LEVELING PLATE ON 1 " OF NON -SHRINK GROUT 3" CLR. MID.) „ 1 /4"x4"x6" 1 PLATE i-- W 10x22 1" CHAMFER %0 3/4"0 A36 A.B. W/ 2" HOOK 1/4" x 5-3/4" x 1'-0" - LEVELING PLATE ON 1" OF NON -SHRINK GROUT 8#5x6'-0" #3 CIRCULAR TIES IV ® 12" O.C. 2'-6" SECTION 3 SCALE: 1 "=1'-0" 1/4" x 5-3/4" x 1 LEVELING PLATE ON NON -SHRINK GROUT #3 CIRCULAR TIES 0 12" O.C. v 1'-2" SECTION 4 SCALE: 1 "=1'-0" 2'-6" 1 SECTION 5 SCALE: 1"=l' -O" S — 1 A.B. K 1" CHAMFER #5x6'-0" #3 CIRCULAR TIES ® 12" O.C. - TYPICA CAST -IN-PLACE CONCRETE NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH AND AIR ENTRAINMENT REQUIREMENTS: A. EXTERIOR SLABS, PIERS, ALL CONCRETE EXPOSED TO FREEZE/THAW CONDITIONS - NORMAL WEIGHT, 4,000 PSI, 6X AIR. 2. STEEL REINFORCEMENT: A. DEFORMED BARS: ASTM A-615, Fy=60000 PSI B. ALL REINFORCING STEEL SHALL BE DETAILED IN IN ACCORDANCE WITH ACI 315 AND SHALL BE SHOP FABRICATED. 3. UNLESS NOTED OTHERWISE, CHAMFER EDGES OF ALL EXPOSED CONCRETE 1 ". 4. MINIMUM COVER FOR STEEL REINFORCEMENT: PIERS 3 INCHES STRUCTURAL STEELNOTES: 1. ALL STEEL WORK SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE FOLLOWING STANDARDS: AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 1989 AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, 1992 AWS D1.1 - STRUCTURAL WELDING CODE 2. STRUCTURAL STEEL GENERAL REQUIREMENTS: WIDE FLANGE SHAPES - ASTM A992 (FY=50 KSI) ANGLES, CHANNELS, PLATES - ASTM A36 (FY=36 KSI) 3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE. 4. ALL SHOP AND FIELD WELDS SHALL BE MADE WITH E70 ELECTRODES. 5. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153. 6. PROTECTIVE COATINGS DAMAGED DURING THE TRANSPORTING, ERECTING AND FIELD WELDING PROCESSES SHALL BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING. 7. CONNECTIONS NOT DETAILED SHALL BE DESIGNED BY THE STEEL FABRICATOR IN ACCORDANCE WITH THE AISC "MANUAL OF STEEL CONSTRUCTION" AND SHALL BE DESIGNED FOR ONE-HALF THE BEAM'S TOTAL UNIFORM LOAD CAPACITY OR THE END REACTION SHOWN ON THE PLANS, WHICHEVER IS GREATER. FRAMING PLAN SCALE: 1 /4"=1 ' -0" R R 2001006.21 0 I i � N SECTION 6 SECTION o SCALE: 1"=1'-0" S— 1 SCALE: 1"=1'-0"El S-1 N II�� wireless SIDE ELEVATION SCALE 1/4"= l' -O" ` Sb 3�4"A36 A.B. GLAUS "LE SCHOMER BURNS 8 DEHAVEN INC. / W 2" HOOK END ELEVATION SCALE: 1/4"= l' -O" SECTION1 SECTION 2 SCALE: 1"=l' -O" S — 1 SCALE: 1"=l' -O" S-1 1/4* x 5-3/4" x 1 LEVELING PLATE ON NON -SHRINK GROUT SECTION 8 SCALE: 1 "-1'-0" 3/4"0 A36 A.B. W/ 2" HOOK # 5 x 6'-0" #3 CIRCULAR TIES 6#4x3'-0" _t 20751 • 0 STATE OF SECTION 9 SCALE: 1 "=l' -O" S-1 ..I r Nm: VERIFY SHELTER FOUNDATION DETAILS & UTILITY ENTRANCE OPENING WITH SHELTER MANUFACTURER'S STANDARD PLAN AND DETAILS. ICE BRIDGE STRUCTURE FOUNnATION_ /FOR ICE RT SEE l I THIS 40NOPOL.E NOTE: SURFACE OF PLATFORM SHALL BE LEVEL AND FLAT. ICE BRIDGE FOUNDATION PLAN I 1's 5' Z NEW VERIZON WIRELESS 11'-8" x 16t-0" PREFABRICATED RADIO EQUIPMENT BUILDING ON STRUCTURAL PLATFO"" N t0 N N N <�- 1 <,1 1 CIS <JN NI 0 N - C7 U 1 _ a W o W oao'o.00' * FIELD VERIFY DIMENSIONS ICE BRIDGE PLAN �t. 1"s 51 Z UED :XISTING MONOPOLE TOWER SUPPORT ,CUT TO FIT ICE SHIELD & SUPPORT ICE SHIELD, PIROD INC. PART #123242 (CUT TO / FIT, SEE PLAN THIS SHEET) IVI—CAP ALL POSTS. ICE SHIELD SUPPORT POST &BRACKET. 7 PIROD INC. PART VERIZON SHALL PROVIDE #802225• ADDITIONAL COAX CHANNELS TRIPLE LEVEL FOR FUTURE CARRIERS COAX CHANNEL #802265. CABLE SUPPORT 17' LONG 3" DIA. STD. STEEL PIPE (GALV.) c 0 I i� r OZ w v~i vow 10 W j W�i�0 mmm U O D azm w� N a�w �J , 2. STRUCTURAL STEEL: om U ICE BRIDGE - PROVIDE A ZINC COATING FOR ALL STEEL 3 6- 3. BUILDING FOUNDATION SYSTEM: THE SUBSURFACE REPORT WAS PROVIDED BY AMERICAN GEOTECHNICAL SERVICES, O 1'-6" DIA. SECTION A A 1/2" = l' -O" p ty N O T E S 1. LOADINGS: FLOOR LIVE LOAD 100 PSF ROOF SNOW LOAD 20 PSF DEAD LOADS ACTUAL MATERIAL WEIGHTS BASIC WIND SPEED 75 MPH 2. STRUCTURAL STEEL: PIPE - ASTM A53 TYPE E OR S GRADE B, OR ASTM A501. ICE BRIDGE - PROVIDE A ZINC COATING FOR ALL STEEL STRUCTURE FINISH - AFTER FABRICATION ACCORDING TO ASTM A386. 3. BUILDING FOUNDATION SYSTEM: THE SUBSURFACE REPORT WAS PROVIDED BY AMERICAN GEOTECHNICAL SERVICES, DATED AUGUST 16, 2000. THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION.THE CONTRACTOR SHALL PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF DEVIATION FROM PLANS EXIST. REQUIRED BEARING CAPACITY -BLDG. FOOTINGS 2000 PSF THE SUBSURFACE REPORT IS NOT TO BE CONSIDERED AS A COMPLETE RECORD OF THE EXISTING CONDITIONS AT THE SITE. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, INCLUDING SUBSURFACE CONDITIONS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNER PRIOR TO SITE ENTRY FOR THE PURPOSE OF VERIFICATION OF EXISTING CONDITIONS. FOUNDATION SUBGRADES SHALL BE HAND TRIMMED AND COMPACTED. ALL BACKFILL TO BE COMPACTED TO 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. GROUNDWATER MAY BE PRESENT DURING ALL CONSTRUCTION/EXCAVATION AND PROVISIONS SHALL BE MADE FOR DEWATERING. 4. CONCRETE WORK: CONCRETE CORES SHALL BE TAKEN AND TESTED BY A QUALIFIED CONCRETE TESTING COMPANY. THE GENERAL CONTRACTOR SHALL PROVIDE THREE (3) CYLINDER SAMPLES TAKEN PER TRUCK AND THE CONCRETE MUST MEET A 4" SLUMP. THE GENERAL CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF TESTING RESULTS TO VERIZON WIRELESS. FAILURE TO PROVIDE WRITTEN TEST WILL RESULT IN A DEDUCTION FROM THE CONTRACT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY ADDITIONAL COSTS IN TESTING DUE TO DELAYS BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS. USE AIR ENTRAINMENT IN EXTERIOR SLABS. SPECIFICATIONS - LATEST EDITION OF ACI -318 Fc = 4000 PSI 4" SLUMP - BLDG. FOUNDATION MATERIALS - REINFORCING ASTM A615, GRADE 60 - ANCHOR BOLTS ASTM A 36 REINFORCING COVERS - FOOTINGS TOP 2" BOTTOM/SIDES 3" REINFORCING EMBEDMENT AND LAP SPLICES (INCHES) REGULAR L. RFc�,n,� BAR SIZE LD SPLICEisr q e``NO.Fo #4 12 20I�033911 #515 26 STATE OF �''� NOI P #6 18 31 ANCHI #7 23 39 r CHAMFER TOP CORNERS OF ALL FOUNDATIONS (1 ") 5. BURIED CABLE LOCATIONS INFORMATION CONTACT 48 HR. PRIOR TO DIGGING, GRADING, OR DRILLING 1-800-382-5544. 2001006.21 s 6OND4M z STATE OFVamp t!llttt GLAUS PYLE SCHOMER BURNS & DEHAVEN INC. GPD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 PROJE TITLE: 1 1 st & SHEFFIELD CELL SITE CARMEL, INDIANA DESIGN BY: TTP ICE BRIDGE DETAILS DRAWN BY: TTP CHECKED BY: TGP LATTICE COMMUNICATION LEASE AREA SHEET No. DATE: of 11/2/01 t 2 SCALE: WORK ORDER No. CGSA AS NOTED REVISIONS: APPROVALS: SUBJECT: DATE: -F-1 I I I I I MGR. LAND & BLDGS. DIRECTOR - OPERATIONS DIRECTOR - NETWORK SERVICE GENERAL MANAGER PRESIDENT v r, a Co. N to A 0 r� i NEW UNDERGROUND TELEPHONE. GRADE AT A MINIMUM SPACING OF 16'-0". CONNECTION TO (EER) SHALL BE CADWELD. GENERAL NOTES 1. ALL UNDERGROUND CONNECTIONS ON THE LIGHTNING PROTECTION SYSTEM SHALL BE - SEE GENERAL NOTE 6 ON UNLESS NOTED OTHERWISE, ALL WORK ITEMS ON SHEETS E-1, E-2 & E-3 EXOTHERMIC WELDED USING THE CADWELD PROCESS. THE E.C. SHALL FURN. & INST. SHT. A-2. ALL THESE CONNECTIONS, INCLUDING WELD METALS, MOLDS AND TOOLS. THE E.C. GND. WIRE FROM ICE BRIDGE SUPPORT POST TO (EER). CONNECTION TO ICE BRIDGE SUPPORT POST & (EER) SHALL BE CADWELD. E.C. SHALL CONNECT EXISTING (SUPPLIED WITH BLDG.) #2 AWG BARE SOLID TINNED COPPER GND WIRE DOWN LEAD FROM EXISTING BLDG. SHALL FURN. & INST. 5/8" x 8' COPPER CLAD STEEL (COPPER JACKET 0.0012" MIN.) - SEE CONDUIT ENTRANCE THE ELECTRICAL CONTRACTOR SHALL BE LICENSED TO PERFORM WORK GROUND RODS, DRIVEN VERTICAL AND TO BE 36" 0 16'-0" O.C. BELOW FIN. GRADE IN THE COUNTY OF THIS PROJECT AND SHALL BE RESPONSIBLE DETAIL FOR OBTAINING AN ELECTRICAL PERMIT FROM THE COUNTY. 2. THE E.C. SHALL FURN. & INST. No.2 AWG BARE SOLID TINNED COPPER GND. WIRE AT 3. ON E-2. A DEPTH OF 36" BELOW FIN. GRADE FOR THE BUILDING (EER) AND ICE BRIDGE (CSG). d, ALL BENDS SHALL BE 2' RADIUS 90' SWEEP UNLESS OTHERWISE �,� ' ' . GPD ASSOCIATES I ( I SEE INTERIOR/EXTERIOR 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 I ALL WORK SHALL BE IN ACCORDANCE WITH N.F.P.A. AND N.E.C. GROUNDING DETAIL 1 ON E-2. APPROXIMATE LOCATION OF I I I MECHANICAL. PGE: E.C. SHALL FURN. & INST. GROUND ROD POWER GROUND ( EXISTING UNDERGROUND I I PRIOR TO TRENCHING AND FOR COORDINATING OF THE TELEPHONE 5. UPON COMPLETION OF THE GROUNDING RING AND BEFORE BONDING TO THE EXISTING ELECTRIC/TELECO SERVICE. I I AND ELECTRICAL SERVICES, SEE SHEET A-2 GENERAL NOTE #2 I CONTRACTOR SHALL INSTALL GPS FOR UTILITY CONTACT NAMES & PHONE NUMBERS. RESISTANCE LEVEL IS 5 OHMS OR LESS. THE E.C. SHALL NOTIFY THE ENGINEER IF DRAWN BY: TTP TEG: ANTENNA, COAX AND DIN FEMALE 6. I I ( I CONNECTOR GROUND COAX AND INSTALL ADDITIONAL GROUND RODS AS REQUIRED. AFTER PASSING TEST, THEN THE 7. ALL ICE BRIDGE POSTS. CONTRACTOR SHALL BOND THE NEW RING TO THE EXISTING RING. THE CONTRACTOR OTHERWISE. W EXISTING PAD MOUNT TRANSFORMER 8. I I CROWN CASTLE, INCLUDING BUT NOT LIMITED TO, a) STAGE CONSTRUCTION j AND REPORT WHEN ON AND OFF THE SITE. b) PROVIDE LOG BOOK 6. GROUND SYSTEM SHALL BE VISUALLY INSPECTED BY AN A/E FIRM BEFORE APPROXIMATE LOCATION RECORDS OF PERSONNEL ON TOWER. c) PROVIDE R.F. MONITORING BACKFILLING. I OF EXISTING UNDERGROUND EXISTING POWER/TELCO I TRENCHING BEFORE BACKFILLING. UTILITIES METER BOARD STRUCTURE PROVIDE LUG HOLES PER VERIZON STANDARDS. -, �- THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK SHOWN ON W/SPARE METER BASES THE CABINET DRAWINGS NOTED "FIELDWORK" OR OTHERWISE NOTED AS 8. BARE COPPER CONDUCTORS SHALL NOT BE INSTALLED WHERE THEY MAY BE IN WIRING TO BE COMPLETED IN THE FIELD. CONTACT WITH GALVANIZED METALS. THE CONDUCTORS SHALL BE INSULATED OR 0 #4 & #5. "� , ! 1 L THE ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL SERVICE -(SEE DETAIL SHT E-3.) �� J 9. CONNECTION OF COPPER CONDUCTORS TO GALVANIZED METAL OR ALUMINUM SHALL BE 11. NEW UNDERGROUND ELECTRIC AVOIDED. BRASS OR STAINLESS STEEL LUGS OR BARS SHALL BE USED FOR THESE PORT SHALL BE ASSEMBLED USING COPPER JOINT COMPOUND AND BOLTED CONNECTIONS. CONDUIT. COMPRESSION CONNECTIONS. THE LOW INDUCTANCE COPPER GROUNDING 10. NO SHARP 90' BENDS SHALL BE USED. A MINIMUM 12" RADIUS BEND IS ACCEPTABLE. - - - - - -SEE DETAILS ON SHEET E-2 & COMPOUND AND BOLTED TO THE PANEL. THE CONNECTIONS OF THE E- 3 ___ __ _a EXISTING (`�� E-3. BAR THAT IS COATED W/COPPER COMPOUND (SEE GROUND STRAPS DETAIL 12. ALL GROUNDING SHALL BE IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. -- ----------- --- ------ PLATFORM ICE BRIDGE - SEE GENERAL NOTE 6 ON SHEET i 2 COPPER EARTH ELECTRODE GROUND RING, THE SANDWICH BAR SHALL BE I AND I SUPPORT (TYP.3) A-2. E_3 I EQUIPMENT (SEE SOIL REPORT), SPECIAL TINNED COPPER GROUNDING STRAPS SHALL BBG: E.C. SHALL PROVIDE AND INSTALL INSULATED #2 AWG STRANDED COPPER BE USED AND ARE AVAILABLE THROUGH CLIENT RECOMMENDED GROUND WIRE FROM THE BATTERY BUSS BAR TO THE SHELTER HALO LEAD. MANUFACTURERS. CONNECTIONS TO THE HALO LEAD TO BE THREE POINT COMPRESSION EXISTING MONOPOLE SHELTER HALO FURNISHED I 12. 6 I OPERATIONS. TWO (2) HAND HELD 30 LB. FIRE EXTINGUISHER & WITH PREFABRICATED RADIO ADEQUATE WATER SUPPLY SHALL BE APPROVED BY THE CLIENT AND THE TOWNSHIP WATER AUTHORITY. BBO: E.C. SHALL FURN. & INST. #2 AWG BARE SOLID TINNED COPPER GND. EQUIPMENT BUILDING SEAL ALL PENETRATIONS WITH SILICONE SEALANT. WIRE, ONE FROM POWER CO. GROUND ELECTRODE (PGE) & ONE I I -EXISTING TOWER GROUND TELEPHONE ENTRANCE GROUND (TEG) BOTH TO (EER). CONNECTIONS 51 EER I �-- RING. VERIFY LOCATION. CSG: E.C. SHALL FURN. & INST. 1 - #2 AWG BARE SOLID TINNED COPPER 11 TYP. ---- BBG BATTERY BUS GROUND BRIDGE CHANNEL AND (EER) SHALL BE CADWELD. E- RD ACHC TINGI CSG CABLE SUPPORT GROUND > " PROTECTION SYSTEM (AS MFG D. BY POLYPHASER CORP., AND EER BURIED EXTERIOR ELECTRODE GROUND RING ,�t>>��ttttittt�+�� \\R,6 SUPPLIED WITH THE BUILDING) TO THE EXTERIOR ELECTRODE GROUND�. ' s RING (EER) USING CADWELD. REFER TO THE GENERAL INSTALLATION .'•, GRE GROUND ROD ELECTRODE ;'." is-., NO. GUIDE AS SUPPLIED WITH SAID POLYPHASER ENTRY ASSEMBLY. CEPSGirI IBSG ICE BRIDGE SUPPORT GROUND -y= _ F 333977 EER: E.C. SHALL FURN. & INST. 2 AWG BARE SOLID TINNED COPPER # GROUND TEST WELL BURIED EXTERIOR ELECTRODE GROUND RING (EER) BURIED AT 36 " 1AV PGE POWER GROUND ELECTRODE ••..«•f FG: E.C. SHALL FURN. &INST. 1 - #2 AWG BARE SOLID TINNED COPPER I - SEE DETAIL 8 ON E-2. BBO TGE TELCO GROUND ELECTRODE IBSS� GN 2*-O"l TWG G ♦ TBG AND WEAVE GND. WIRE THRU FABRIC AND ATTACH TO TOP RAIL WITH TWGG TOWER WAVEGUIDE GROUND BAR TWGG - SEE PG ' DETAIL ON CONDUIT BBG E-2. SEE SERVICE i CADWELD I BOND TO TOWER GROUND ENTRANCEqC ._ CONNECTION �•) I RING (TYP. OF 2) N RD TEG RDL TO BE CADWELD. SHT. E-2. ' =TGE GRE (TYP.) #2 BARE L - - BBO NEW PREFABRICATED RADIO TINNED COPPER E.C. SHALL FURN. & INST. #2 EQUIPMENT BUILDING (BUILDING TO PLATFORM GROUND TEST SOLID BARE TINNED COPPER GND. DWGS. SUPPLIED BY MFR.) FRAME (TYP 4). WELL CONDUCTOR AT 36 DEEP - SEE DETAIL 8 ON E-2. SEE CONDUIT ENTRANCE DETAIL ON SHT. E-2. 7.LECTRICAI 1' = 5' W 00'o.an" TE PLAN GROUND NOTES GRADE AT A MINIMUM SPACING OF 16'-0". CONNECTION TO (EER) SHALL BE CADWELD. GENERAL NOTES 1. ALL UNDERGROUND CONNECTIONS ON THE LIGHTNING PROTECTION SYSTEM SHALL BE 1. UNLESS NOTED OTHERWISE, ALL WORK ITEMS ON SHEETS E-1, E-2 & E-3 EXOTHERMIC WELDED USING THE CADWELD PROCESS. THE E.C. SHALL FURN. & INST. SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. ALL THESE CONNECTIONS, INCLUDING WELD METALS, MOLDS AND TOOLS. THE E.C. GND. WIRE FROM ICE BRIDGE SUPPORT POST TO (EER). CONNECTION TO ICE BRIDGE SUPPORT POST & (EER) SHALL BE CADWELD. E.C. SHALL CONNECT EXISTING (SUPPLIED WITH BLDG.) #2 AWG BARE SOLID TINNED COPPER GND WIRE DOWN LEAD FROM EXISTING BLDG. SHALL FURN. & INST. 5/8" x 8' COPPER CLAD STEEL (COPPER JACKET 0.0012" MIN.) 2. THE ELECTRICAL CONTRACTOR SHALL BE LICENSED TO PERFORM WORK GROUND RODS, DRIVEN VERTICAL AND TO BE 36" 0 16'-0" O.C. BELOW FIN. GRADE IN THE COUNTY OF THIS PROJECT AND SHALL BE RESPONSIBLE (OR FROSTLINE, WHICHEVER IS GREATER). FOR OBTAINING AN ELECTRICAL PERMIT FROM THE COUNTY. 2. THE E.C. SHALL FURN. & INST. No.2 AWG BARE SOLID TINNED COPPER GND. WIRE AT 3. UNDERGROUND CONDUIT SHALL BE SCH. 40 PVC PLASTIC DUCT WITH A DEPTH OF 36" BELOW FIN. GRADE FOR THE BUILDING (EER) AND ICE BRIDGE (CSG). WITH WATERPROOF SILICONE SEALANT. E.C. SHALL FURN. & INST. #2 BARE SOLID TINNED COPPER ALL BENDS SHALL BE 2' RADIUS 90' SWEEP UNLESS OTHERWISE �,� ' ' . GPD ASSOCIATES NOTED ON DRAWINGS. 3. ALL EXTERIOR GND. CONNECTIONS SHALL BE EXOTHERMIC CADWELD. 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 4. ALL WORK SHALL BE IN ACCORDANCE WITH N.F.P.A. AND N.E.C. 4. ALL MECHANICAL FASTENERS CONNECTIONS TO ALL GROUND BARS SHALL BE CODES, NEMA STANDARDS AND ALL LOCAL CODES. LUBRICATED WITH A CORROSION INHIBITER ("OXY -GREASE") OR APPROVED EQUAL. & SHEFFIELD CELL SITE MECHANICAL. PGE: E.C. SHALL FURN. & INST. GROUND ROD POWER GROUND ( TBG: 5. PRIOR TO TRENCHING AND FOR COORDINATING OF THE TELEPHONE 5. UPON COMPLETION OF THE GROUNDING RING AND BEFORE BONDING TO THE EXISTING AND ELECTRICAL SERVICES, SEE SHEET A-2 GENERAL NOTE #2 RING, THE CONTRACTOR SHALL MEGGER TEST THIS GROUNDING FIELD. THE REQUIRED BY: TT, I FOR UTILITY CONTACT NAMES & PHONE NUMBERS. RESISTANCE LEVEL IS 5 OHMS OR LESS. THE E.C. SHALL NOTIFY THE ENGINEER IF DRAWN BY: TTP TEG: THESE REQUIREMENTS ARE NOT ACHIEVED. THE CONTRACTOR SHALL SUBMIT PRICING 6. ABOVE GRADE RISER CONDUIT SHALL BE RIGID SCH. 40 PVC WITH TO CROWN CASTLE FOR THE INSTALLATION OF ADDITIONAL GROUND RODS REQUIRED FOR MATCHING FITTINGS. PROPER RESISTANCE. UPON APPROVAL FROM CROWN CASTLE, THE CONTRACTOR SHALL INSTALL ADDITIONAL GROUND RODS AS REQUIRED. AFTER PASSING TEST, THEN THE 7. ALL WIRE SHALL BE COPPER, 600V THHN/THWN 90•C UNLESS NOTED CONTRACTOR SHALL BOND THE NEW RING TO THE EXISTING RING. THE CONTRACTOR OTHERWISE. SHALL NOTIFY CROWN CASTLE 48 HOURS PRIOR TO BACKFILLING TRENCHES, POURING CONCRETE FOR FOUNDATIONS AND GUY WIRES, TO INSPECT BONDS AND INSPECT 8. THE CONTRACTOR SHALL ABIDE BY ALL GUIDELINES REQUIRED BY ANY/ALL BREAKS AND REPAIRS TO THE GROUND RING. CROWN CASTLE, INCLUDING BUT NOT LIMITED TO, a) STAGE CONSTRUCTION AND REPORT WHEN ON AND OFF THE SITE. b) PROVIDE LOG BOOK 6. GROUND SYSTEM SHALL BE VISUALLY INSPECTED BY AN A/E FIRM BEFORE RECORDS OF PERSONNEL ON TOWER. c) PROVIDE R.F. MONITORING BACKFILLING. DEVICES TO TOWER PERSONNEL. d) CROWN TO INSPECT ALL TRENCHING BEFORE BACKFILLING. 7. GROUND BARS (TWGG &CEPSG) SHALL BE 1/4" x 4" x 24" SOLID COPPER. PROVIDE LUG HOLES PER VERIZON STANDARDS. 9. THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK SHOWN ON THE CABINET DRAWINGS NOTED "FIELDWORK" OR OTHERWISE NOTED AS 8. BARE COPPER CONDUCTORS SHALL NOT BE INSTALLED WHERE THEY MAY BE IN WIRING TO BE COMPLETED IN THE FIELD. CONTACT WITH GALVANIZED METALS. THE CONDUCTORS SHALL BE INSULATED OR ENCLOSED IN PVC CONDUIT OR INSTALLED WITH STANDOFF SUCH THAT NO CONTACT 10• THE ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL SERVICE BETWEEN DISSIMILAR METALS MAY TAKE PLACE. REQUIRED - 120/24OV, SINGLE PHASE, 200 AMP BEFORE ROUGH IN. 9. CONNECTION OF COPPER CONDUCTORS TO GALVANIZED METAL OR ALUMINUM SHALL BE 11. THE COPPER WAVEGUIDE ENTRANCE PANEL AT THE WAVEGUIDE ENTRANCE AVOIDED. BRASS OR STAINLESS STEEL LUGS OR BARS SHALL BE USED FOR THESE PORT SHALL BE ASSEMBLED USING COPPER JOINT COMPOUND AND BOLTED CONNECTIONS. COMPRESSION CONNECTIONS. THE LOW INDUCTANCE COPPER GROUNDING 10. NO SHARP 90' BENDS SHALL BE USED. A MINIMUM 12" RADIUS BEND IS ACCEPTABLE. STRAPS ARE ATTACHED TO THE EXTERIOR OF THE PANEL USING JOINT COMPOUND AND BOLTED TO THE PANEL. THE CONNECTIONS OF THE 11. ANTENNA CLAMP RING SHALL BE GROUNDED TO TOWER. GROUNDING STRAPS TO THE EARTH ELECTRODE RING ARE VIA A SANDWICH BAR THAT IS COATED W/COPPER COMPOUND (SEE GROUND STRAPS DETAIL 12. ALL GROUNDING SHALL BE IN ACCORDANCE WITH VERIZON WIRELESS SPECIFICATIONS. ON THIS SHEET) AND BOLTED TO THE STRAPS. THE SANDWICH BAR IS THEN EXOTHERMICALLY WELDED TO THE #2 SOLID BARE TINNED ACH: E.C. SHALL FURN. & INST. 1 - #2 AWG BARE SOLID TINNED COPPER COPPER EARTH ELECTRODE GROUND RING, THE SANDWICH BAR SHALL BE GND. WIRE FROM THE 2 EXISTING HVAC UNITS TO (EER). CONNECTION SOLDERED TO PREVENT CORROSION OF THE CONNECTION WHEN IT IS TO HVAC UNITS SHALL BE MECHANICAL AND CADWELD TO (EER). BURIED IN THE GROUND. ALSO IF SOIL CONDITIONS ARE HIGHLY CORROSIVE (SEE SOIL REPORT), SPECIAL TINNED COPPER GROUNDING STRAPS SHALL BBG: E.C. SHALL PROVIDE AND INSTALL INSULATED #2 AWG STRANDED COPPER BE USED AND ARE AVAILABLE THROUGH CLIENT RECOMMENDED GROUND WIRE FROM THE BATTERY BUSS BAR TO THE SHELTER HALO LEAD. MANUFACTURERS. CONNECTIONS TO THE HALO LEAD TO BE THREE POINT COMPRESSION CONNECTIONS, CONNECTION TO BATTERY BUSS BAR TO BE MECHANICAL. 12. CONTRACTOR SHALL PROVIDE FIRE WATCH DURING ALL WELDING CONNECTIONS TO GROUND RING TO BE CADWELD. SEE BATTERY BUSS OPERATIONS. TWO (2) HAND HELD 30 LB. FIRE EXTINGUISHER & GROUNDING DETAIL ON E-2. ADEQUATE WATER SUPPLY SHALL BE APPROVED BY THE CLIENT AND THE TOWNSHIP WATER AUTHORITY. BBO: E.C. SHALL FURN. & INST. #2 AWG BARE SOLID TINNED COPPER GND. 13. SEAL ALL PENETRATIONS WITH SILICONE SEALANT. WIRE, ONE FROM POWER CO. GROUND ELECTRODE (PGE) & ONE TELEPHONE ENTRANCE GROUND (TEG) BOTH TO (EER). CONNECTIONS TO (PGE), (TEG) & (EER) SHALL BE CADWELD. LEGEND CSG: E.C. SHALL FURN. & INST. 1 - #2 AWG BARE SOLID TINNED COPPER ACH AIR CONDITIONER G UND GND WIRE FROM ICE BRIDGE CHANNEL TO (EER). CONNECTION TO ICE BBG BATTERY BUS GROUND BRIDGE CHANNEL AND (EER) SHALL BE CADWELD. BBO BOND TO BURIED OBJECTS CEPSG COAX ENTRY PROTECTION SYSTEM GROUND CEPSG: E.C. SHALL ATTACH THE GROUND BAR FOR THE COAX ENTRY CSG CABLE SUPPORT GROUND > " PROTECTION SYSTEM (AS MFG D. BY POLYPHASER CORP., AND EER BURIED EXTERIOR ELECTRODE GROUND RING ,�t>>��ttttittt�+�� \\R,6 SUPPLIED WITH THE BUILDING) TO THE EXTERIOR ELECTRODE GROUND�. FG FENCE GROUND t^ �'� V.•»•Nn GG GATE GROUND .y�srE9�,,.1✓� RING (EER) USING CADWELD. REFER TO THE GENERAL INSTALLATION .'•, GRE GROUND ROD ELECTRODE ;'." is-., NO. GUIDE AS SUPPLIED WITH SAID POLYPHASER ENTRY ASSEMBLY. IBSG ICE BRIDGE SUPPORT GROUND -y= _ F 333977 EER: E.C. SHALL FURN. & INST. 2 AWG BARE SOLID TINNED COPPER # IRDL INTERIOR RING GROUND DOWN LEAD �� MTM OF t MGN MULTI -GROUND NEUTRAL ;. %'t�11vt BURIED EXTERIOR ELECTRODE GROUND RING (EER) BURIED AT 36 " 1AV PGE POWER GROUND ELECTRODE ••..«•f FG: E.C. SHALL FURN. &INST. 1 - #2 AWG BARE SOLID TINNED COPPER �i� TBG TOWER LEG BASE PLATE GROUND CHIT TEG TELCO ENTRANCE GROUND GND WIRE FROM NEW FENCING TO GROUND RING (EER). CONNECTION TGE TELCO GROUND ELECTRODE TO FENCING SHALL BE AT THE BASE OF FENCE POST USING CADWELD TWG TOWER WAVEGUIDE GROUND BAR GND. WIRE AND WEAVE GND. WIRE THRU FABRIC AND ATTACH TO TOP RAIL WITH TWGG TOWER WAVEGUIDE GROUND BAR CADWELD. CONNECTION TO (EER) SHALL BE CADWELD. • CABLE TO CABLE CADWELD CONNECTION GG: E.C. SHALL FURN. & INST. 1 - #2 AWG BARE SOLID TINNED COPPER O CABLE TO GND. ROD CADWELD CONNECTION GND WIRE AT EACH GATE POST AND PROVIDE GROUND WIRE TO TEST WELL BONDING JUMPER FROM GATE POST TO FENCE POST. GRE• E C SHALL FURN & INST GROUND RODS TO 36" BELOW FINISH 2001006.21 WIRE (TELEPHONE ENTRANCE GROUND) FROM (TGE) THRU INSTALLED 3 TGP LATTICE COMMUNICATION SHEET No. PVC CONDUIT TO PLYWOOD TELEPHONE MOUNTING BOARD LOCATED ON ._ BLDG. INTERIOR WALL. CONNECTION TO (TGE) SHALL BE CADWELD AND DATE: 11/2/01 LEASE AREA OF LOOP AND ATTACH TO PLYWOOD BOARD. SCALE: WORK ORDER No. CGSA E-1 TGE: E.C. SHALL FURN. & INST. GROUND ROD (TELCO GROUND AS NOTED ELECTRODE) AT 36" BELOW FIN. GRADE. REVISIONS: APPROVALS: TWG: E.C. SHALL FURN. & INST. 2 - #2 AWG BARE SOLID TINNED COPPER SUBJECT: DATE: GND. WIRES FROM TOWER WAVEGUIDE GROUND BAR (TWGG) TO (EER). MGR. LAND & BLDGS. DIRECTOR -OPERATIONS CONNECTION TO (TWGG) SHALL BE CADWELD AND TO (EER) SHALL BE CADWELD. SEE DETAIL DWG. E-2. DIRECTOR -NETWORK SERVICE TWGG: TOWER WAVEGUIDE GROUND BAR. SEE DETAIL DWG. E-2. GENERAL MANAGER I PRESIDENT GRADE AT A MINIMUM SPACING OF 16'-0". CONNECTION TO (EER) SHALL BE CADWELD. G a� G g; N4 fi� Fes• IBSG: E.C. SHALL FURN. & INST. 1 - #2 AWG BARE SOLID TINNED COPPER IRDL: GND. WIRE FROM ICE BRIDGE SUPPORT POST TO (EER). CONNECTION TO ICE BRIDGE SUPPORT POST & (EER) SHALL BE CADWELD. E.C. SHALL CONNECT EXISTING (SUPPLIED WITH BLDG.) #2 AWG BARE SOLID TINNED COPPER GND WIRE DOWN LEAD FROM EXISTING BLDG. venmA��' •0 STATE OF '., �NpIp,�4' �w 'rI�II�t:►�� INTERIOR GND. HALO TO (EER). CONNECTION TO (EER) SHALL BE CADWELD. ALSO EC SHALL SEAL ALL EXISTING WALL PENETRATIONS GLAUS "LE SCHOMER BURNS & DEH"EN INC. MGN: WITH WATERPROOF SILICONE SEALANT. E.C. SHALL FURN. & INST. #2 BARE SOLID TINNED COPPER �,� ' ' . GPD ASSOCIATES CONDUCTOR FROM MAIN A/C SERVICE DISCONNECT SWITCH NEUTRAL BUS BAR TO (PGE). CONNECTION TO (PGE) SHALL BE CADWELD AND 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 TO A/C SERVICE DISCONNECT SWITCH NEUTRAL BUS BAR SHALL BE PRIE TITLE: 1 S t & SHEFFIELD CELL SITE MECHANICAL. PGE: E.C. SHALL FURN. & INST. GROUND ROD POWER GROUND ( TBG: ELECTRODE) AT 36" BELOW FIN. GRADE. E.C. SHALL FURN. & INST. 1- #2 AWG BARE SOLID TINNED COPPER GND. CARMEL, INDIANA LIEGE BASEMPLA EER LEG BASE PLATE TO SHALL BE MECHANICAL AND (EER). (EER) SHALLLNBEOCADWELD. DESIGN BY: TT, I GROUNDING SITE PLAN DRAWN BY: TTP TEG: E.C. SHALL FURN. &INST. #2 AWG BARE SOLID TINNED COPPER GND. " & NOTES rWl7rvpn BY• WIRE (TELEPHONE ENTRANCE GROUND) FROM (TGE) THRU INSTALLED 3 TGP LATTICE COMMUNICATION SHEET No. PVC CONDUIT TO PLYWOOD TELEPHONE MOUNTING BOARD LOCATED ON ._ BLDG. INTERIOR WALL. CONNECTION TO (TGE) SHALL BE CADWELD AND DATE: 11/2/01 LEASE AREA OF LOOP AND ATTACH TO PLYWOOD BOARD. SCALE: WORK ORDER No. CGSA E-1 TGE: E.C. SHALL FURN. & INST. GROUND ROD (TELCO GROUND AS NOTED ELECTRODE) AT 36" BELOW FIN. GRADE. REVISIONS: APPROVALS: TWG: E.C. SHALL FURN. & INST. 2 - #2 AWG BARE SOLID TINNED COPPER SUBJECT: DATE: GND. WIRES FROM TOWER WAVEGUIDE GROUND BAR (TWGG) TO (EER). MGR. LAND & BLDGS. DIRECTOR -OPERATIONS CONNECTION TO (TWGG) SHALL BE CADWELD AND TO (EER) SHALL BE CADWELD. SEE DETAIL DWG. E-2. DIRECTOR -NETWORK SERVICE TWGG: TOWER WAVEGUIDE GROUND BAR. SEE DETAIL DWG. E-2. GENERAL MANAGER I PRESIDENT 12 SOLID TINNED OPPER CABLE ICE BRIDGE STRUCTURE COAX ENTRY PROTECTION SYSTEM (AS SUPPLIED WITH BUILDING) —\ NOTE: GROUNDING RING DOES NOT PENETRATE SHELTER, TOWER OR ICE BRIDGE FOUNDATIONS. REFER TO ELECTRICAL SITE PLAN. g 4 m 3 �S� TW = OdO'0.00" NOTE: ALL CONNECTIONS TO UPPER GROUND STRAP AND BELOW GRADE MUST BE TINNED. COPPER GROUND STRAPS 6—INCHES WIDE x 10 FEET LONG FURNISHED WITH BUILDING E.C. TO FURN. & ATTACH GROUND STRAPS WITH TWO 1/4" x 1" x 36" COPPER GRND. STRAP SANDWICH BARS. I GRND. RING STRAPS ATTACHED TO GRND STRAP BAR WITH 1/4- x 1 " x 36" TINNED COPPER GRND STRAP SANDWICH BAR (FURN. & L INST BY E C) AND ATTACHED TO it N r— EXTERIOR HATCH PLATE AS SUPPLIED w/ BUILDING NEW COAX (FURN & INST. BY OTHERS). CADWELD (TYP.) BY E.C. EXISTING MONOPOLE TOWER WAVEGUIDE GROUND BAR (TWGG) TOWER GROUNDDLEAD TINN(TDWGCOPPER (IN TWO 3/4" PVC CONDUITS) „r E-1 3/4"0 x 36" PVC ANCHORS TO WALL OVER COPPER GROUND STRAPS FOR RIGID SUPPORT (TYP.) ::= ` FINISH GRADE (EER) USING EXOTHERMIC WELDS, -•;.:�:,` OR LISTED GAS TIGHT ��` I CONCRETE FOUNDATION COMPRESSION CONNECTORS (MAY VARY) PREFILLED WITH ANTI–OXIDANT � COMPOUND. ♦ � E.C. TO FURNISH 6 INCH WIDE TINNED COPPER #2 BARE TINNE� GROUND NRSTRAPS INSTALLED SOLID GROUND RING OUND GROUND STRAPS DETAIL 2 N.T.S. E — NOTE: GROUNDING KIT TYPICAL FOR ALL COAX CABLES AT ALL E.C. SHALL FURN. & INST. GND BUS BAR LOCATIONS 1-1 /4" x 4" x 2'-0" COPPER TOWER WAVEGUIDE STANDARD GND. BAR, (TWGG – SEE COAX CABLE GROUNDING CLAMP ANDREWS DETAIL THIS SHEET) WITH #6 AWG STRANDED GROUND GROUNDING MOUNTING HARDWARE, KIT INSULATED STANDOFFS & STAINLESS STEEL BANDING TO TOWER LEG ADJACENT TO ICE BRIDGE AT 8't ABOVE FINISHED GRADE. NEW STAINLESS STEEL BANDING ; ICE EXISTING TOWER BRIDGE COAX CABLE i AMC SHOWN FOR CLARITY) ( .C. SHALL FURN. & INST. 2 – TWG IN 3/4" SCH 40 PVC, ATTACH GND. WIRES TO TOWER USING NONMETALLIC FASTENERS. TOWER WAVEGUIDE GROUND BAR INSTALLATION DETAILr3 N.T.S. \,E LB FITTING FURNISHED & INSTALLED BY E.C. E.C. SHALL FURNISH AND INSTALL 1 – 2" STEEL CONDUIT RISER E.C. SHALL FURNISH & INSTALL 3 – 3/0, 1 #4 GND PLASTIC TO STEEL FEMALE ADAPTOR FURNISHED & INSTALLED BY E.C.- 6" .C.- 6" GRAVEL E.C. SHALL FURNISH & INSTALL 3 – #3/0 AND 1 – #4 GND. IN 4'00 PVC CONDUIT FROM PREFABRICATED RADIO EQUIPMENT BUILDING TO NEW METER BOARD STRUCTURE. EER (SEE E-1) ZO METER 'BOARD STRUCTURE 5/8-11 X 1" H.H.C.S. BOLTS 5/8" LOCKWASHERS PREFABRICATED RADIO EQUIPMENT BUILDING WALL 200A FUSED SERVICE ENTRANCE DISCONNECT FURNISHED AND INSTALLED BY BUILDING MANUFACTURER MGN(MULTI–GROUND NEUTRAL) -- 4" TO 3" & 3" TO 2" I PLASTIC REDUCERS M RE1GHED & INSTALLED E.G. s oA rd009 0 8000000 0 CIO O 6 0000 O0 00 O OOO 10 O0 0 OO Q OO 01 0 I - CONCRETE PIER FOUNDATION (BEYOND) POWER GROUND ELECTRODE (PGE) SERVICE ENTRANCE DETAIL 4 N.T.S. ��— WALL MOUNTING BRACKET 0 INSULATOR 0 0 2" `XPi o ° ° ° o� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ° ° 7/16" (TYP.) 0 ° 1„ •C(P • COPPER GROUND BAR, (1) - 1/4" x 4" x 24" 3/4" PLYWOOD TELCO BOARD 2" PVC TELCO ENTRANCE THROUGH PREFABRICATED RADIO EQUIPMENT BUILDING. WALL BY BUILDING MANUFACTURER. 9 W PREFABRICATED RADIO m a EQUIPMENT BUILDING –� o� �o l I11 111 I a 3"0 TO 2"0 PVC REDUCER 3"0 PVC, RADIUS ELBOW 4"0 TO 3"0 PVC REDUCER 4" 0 PVC CONDUIT TELCO SERVICE, FURN. & INSTALLED BY E.C. NOTE: VERIFY UTILITY ENTRANCES WITH BUILDING MANUFACTURER BEFORE POURING FOUNDATION. 2" DIA. RGS CONDUIT W/LB FITTING TO THROUGH WALL FEED EXISTING 1-1/4"0 SLEEVE IN PREFABRICATED BUILDING WALL 2" PVC CONDUIT 1"0 PVC CONDUIT ---TEG CONDUIT 30" DEPTH WITH NYLON PULL WIRE, RUN ENTIRE LENGTH TO NEW METER BOARD STRUCTURE. TELEPHONE CONDUIT ENT – FINISHED GRADE o C>'00 G e oqNo 00 0 0 a0 M TELEPHONE ENTRANCE GROUND (TEG) TO TELCO GROUND ELECTRODE E.C. TO FURNISH & INSTALL TEG (TELCO SERVICE GROUND) IN A 1" 0 PVC TO TGE (TELCO GROUND ELECTRODE) =M TQ NEW METER BOARD STRUCTURE VERIFY LOCATION W/TELCO PROVIDER N.T.S. \ 8" SCH. 40 PVC W/COUPLING AND PLUG NISHED GRADE `V E-1 \ `> FILL BOTTOM OF ENCLOSURE WITH CLEAN WASHED STONE GROUND TEST WELL DETAIL INSULATOR --J N.T.S. TOWER WAVEGUIDE GROUND BAR TWGG) (CEPSG)(05 N.T.S. \tool/ SHELTER RING (HALO) GROUND BATTERY BUS BAR TWO–HOLE LUG THREE POINT CONNECTION COMPRESSION CONNECTORS INSULATED #2 AWG BATTERY REFERENCE LEAD CADWELD CONNECTION BUILDING PENETRATION #2 SOLID BARE TINNED BY E.C. SEAL BOTH ENDS COPPER TO GROUND RING WITH SILICON SEALANT PREFABRICATED RADIO EQUIPMENT BUILDING BATTERY BUSS GROUNDING SCHEMATIC N.T.S. w fill G ' 4 6088Q4t?5 STATE OF cr• AR00033977 KSTATE OF NDIM%t ;: INiili t r a 2001006.21 Nf w6eless GLAUS PYLE SCHOMER BURNS & DEH"EN INC. 2mh�' GPD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 PRIE TI LE: st & SHEFFIELD CELL SITE CARMEL, INDIANA DESIGN BY: DRAWN BY: TTP ELECTRICAL DETAILS TTP CHECKED BY: TGP LATTICE COMMUNICATION SHEET No. DATE: 11/2/01 LEASE AREA OF SCALE: WORK ORDER No. CGSA JE 21 AS NOTED REVISIONS: APPROVALS: SUBJECT: DATE: MGR. LAND & BLDGS. DIRECTOR – OPERATIONS DIRECTOR – NETWORK SERVICE GENERAL MANAGER I PRESIDENT 3/4" PVC TO ANCHOR CSG COPPER GROUND STRAPS TO WALL (TYP) COPPER GROUND STRAPS PREFABRICATED 6–INCHES WIDE x 10 FEET EQUIPMENT BUILDING LONG FURNISHED WITH BUILDING #2 SOLID TINNED COPPER TO PLATFORM FRAME ® EACH CORNER o0 E.C. TO FURN. &INST. 6" I �.:. cv WIDE TINNED COPPER GROUND STRAPS ,, : :Q; UNDERGROUND GRND. STRAPS ATTACHED TO *''�' • '` I<rar GRND STRAP BAR WITH 1/4* x 1 " x 36". TINNED COPPER GRND STRAP SANDWICH BAR (FURN. & INST. BY E.C. AND ATTACHED TO (EER) USING EXOTHERMIC WELDS, OR LISTED GAS TIGHT COMPRESSION CONNECTORS PREFILLED WITH ANTI–OXIDANT COMPOUND. COPPER IBSG GROUNDDRING (EETINNED R INTERIOR/EXTERIOR GROUNDING DETAIL N.T.S. g 4 m 3 �S� TW = OdO'0.00" NOTE: ALL CONNECTIONS TO UPPER GROUND STRAP AND BELOW GRADE MUST BE TINNED. COPPER GROUND STRAPS 6—INCHES WIDE x 10 FEET LONG FURNISHED WITH BUILDING E.C. TO FURN. & ATTACH GROUND STRAPS WITH TWO 1/4" x 1" x 36" COPPER GRND. STRAP SANDWICH BARS. I GRND. RING STRAPS ATTACHED TO GRND STRAP BAR WITH 1/4- x 1 " x 36" TINNED COPPER GRND STRAP SANDWICH BAR (FURN. & L INST BY E C) AND ATTACHED TO it N r— EXTERIOR HATCH PLATE AS SUPPLIED w/ BUILDING NEW COAX (FURN & INST. BY OTHERS). CADWELD (TYP.) BY E.C. EXISTING MONOPOLE TOWER WAVEGUIDE GROUND BAR (TWGG) TOWER GROUNDDLEAD TINN(TDWGCOPPER (IN TWO 3/4" PVC CONDUITS) „r E-1 3/4"0 x 36" PVC ANCHORS TO WALL OVER COPPER GROUND STRAPS FOR RIGID SUPPORT (TYP.) ::= ` FINISH GRADE (EER) USING EXOTHERMIC WELDS, -•;.:�:,` OR LISTED GAS TIGHT ��` I CONCRETE FOUNDATION COMPRESSION CONNECTORS (MAY VARY) PREFILLED WITH ANTI–OXIDANT � COMPOUND. ♦ � E.C. TO FURNISH 6 INCH WIDE TINNED COPPER #2 BARE TINNE� GROUND NRSTRAPS INSTALLED SOLID GROUND RING OUND GROUND STRAPS DETAIL 2 N.T.S. E — NOTE: GROUNDING KIT TYPICAL FOR ALL COAX CABLES AT ALL E.C. SHALL FURN. & INST. GND BUS BAR LOCATIONS 1-1 /4" x 4" x 2'-0" COPPER TOWER WAVEGUIDE STANDARD GND. BAR, (TWGG – SEE COAX CABLE GROUNDING CLAMP ANDREWS DETAIL THIS SHEET) WITH #6 AWG STRANDED GROUND GROUNDING MOUNTING HARDWARE, KIT INSULATED STANDOFFS & STAINLESS STEEL BANDING TO TOWER LEG ADJACENT TO ICE BRIDGE AT 8't ABOVE FINISHED GRADE. NEW STAINLESS STEEL BANDING ; ICE EXISTING TOWER BRIDGE COAX CABLE i AMC SHOWN FOR CLARITY) ( .C. SHALL FURN. & INST. 2 – TWG IN 3/4" SCH 40 PVC, ATTACH GND. WIRES TO TOWER USING NONMETALLIC FASTENERS. TOWER WAVEGUIDE GROUND BAR INSTALLATION DETAILr3 N.T.S. \,E LB FITTING FURNISHED & INSTALLED BY E.C. E.C. SHALL FURNISH AND INSTALL 1 – 2" STEEL CONDUIT RISER E.C. SHALL FURNISH & INSTALL 3 – 3/0, 1 #4 GND PLASTIC TO STEEL FEMALE ADAPTOR FURNISHED & INSTALLED BY E.C.- 6" .C.- 6" GRAVEL E.C. SHALL FURNISH & INSTALL 3 – #3/0 AND 1 – #4 GND. IN 4'00 PVC CONDUIT FROM PREFABRICATED RADIO EQUIPMENT BUILDING TO NEW METER BOARD STRUCTURE. EER (SEE E-1) ZO METER 'BOARD STRUCTURE 5/8-11 X 1" H.H.C.S. BOLTS 5/8" LOCKWASHERS PREFABRICATED RADIO EQUIPMENT BUILDING WALL 200A FUSED SERVICE ENTRANCE DISCONNECT FURNISHED AND INSTALLED BY BUILDING MANUFACTURER MGN(MULTI–GROUND NEUTRAL) -- 4" TO 3" & 3" TO 2" I PLASTIC REDUCERS M RE1GHED & INSTALLED E.G. s oA rd009 0 8000000 0 CIO O 6 0000 O0 00 O OOO 10 O0 0 OO Q OO 01 0 I - CONCRETE PIER FOUNDATION (BEYOND) POWER GROUND ELECTRODE (PGE) SERVICE ENTRANCE DETAIL 4 N.T.S. ��— WALL MOUNTING BRACKET 0 INSULATOR 0 0 2" `XPi o ° ° ° o� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ° ° 7/16" (TYP.) 0 ° 1„ •C(P • COPPER GROUND BAR, (1) - 1/4" x 4" x 24" 3/4" PLYWOOD TELCO BOARD 2" PVC TELCO ENTRANCE THROUGH PREFABRICATED RADIO EQUIPMENT BUILDING. WALL BY BUILDING MANUFACTURER. 9 W PREFABRICATED RADIO m a EQUIPMENT BUILDING –� o� �o l I11 111 I a 3"0 TO 2"0 PVC REDUCER 3"0 PVC, RADIUS ELBOW 4"0 TO 3"0 PVC REDUCER 4" 0 PVC CONDUIT TELCO SERVICE, FURN. & INSTALLED BY E.C. NOTE: VERIFY UTILITY ENTRANCES WITH BUILDING MANUFACTURER BEFORE POURING FOUNDATION. 2" DIA. RGS CONDUIT W/LB FITTING TO THROUGH WALL FEED EXISTING 1-1/4"0 SLEEVE IN PREFABRICATED BUILDING WALL 2" PVC CONDUIT 1"0 PVC CONDUIT ---TEG CONDUIT 30" DEPTH WITH NYLON PULL WIRE, RUN ENTIRE LENGTH TO NEW METER BOARD STRUCTURE. TELEPHONE CONDUIT ENT – FINISHED GRADE o C>'00 G e oqNo 00 0 0 a0 M TELEPHONE ENTRANCE GROUND (TEG) TO TELCO GROUND ELECTRODE E.C. TO FURNISH & INSTALL TEG (TELCO SERVICE GROUND) IN A 1" 0 PVC TO TGE (TELCO GROUND ELECTRODE) =M TQ NEW METER BOARD STRUCTURE VERIFY LOCATION W/TELCO PROVIDER N.T.S. \ 8" SCH. 40 PVC W/COUPLING AND PLUG NISHED GRADE `V E-1 \ `> FILL BOTTOM OF ENCLOSURE WITH CLEAN WASHED STONE GROUND TEST WELL DETAIL INSULATOR --J N.T.S. TOWER WAVEGUIDE GROUND BAR TWGG) (CEPSG)(05 N.T.S. \tool/ SHELTER RING (HALO) GROUND BATTERY BUS BAR TWO–HOLE LUG THREE POINT CONNECTION COMPRESSION CONNECTORS INSULATED #2 AWG BATTERY REFERENCE LEAD CADWELD CONNECTION BUILDING PENETRATION #2 SOLID BARE TINNED BY E.C. SEAL BOTH ENDS COPPER TO GROUND RING WITH SILICON SEALANT PREFABRICATED RADIO EQUIPMENT BUILDING BATTERY BUSS GROUNDING SCHEMATIC N.T.S. w fill G ' 4 6088Q4t?5 STATE OF cr• AR00033977 KSTATE OF NDIM%t ;: INiili t r a 2001006.21 Nf w6eless GLAUS PYLE SCHOMER BURNS & DEH"EN INC. 2mh�' GPD ASSOCIATES 2647 Waterfront Parkway East Dr. Suite 150 Indianapolis, Indiana 46214 317-299-2996, Fax 317-293-1331 PRIE TI LE: st & SHEFFIELD CELL SITE CARMEL, INDIANA DESIGN BY: DRAWN BY: TTP ELECTRICAL DETAILS TTP CHECKED BY: TGP LATTICE COMMUNICATION SHEET No. DATE: 11/2/01 LEASE AREA OF SCALE: WORK ORDER No. CGSA JE 21 AS NOTED REVISIONS: APPROVALS: SUBJECT: DATE: MGR. LAND & BLDGS. DIRECTOR – OPERATIONS DIRECTOR – NETWORK SERVICE GENERAL MANAGER I PRESIDENT N C:) 0 u EXISTIW EXISTINI 200 AN 200 AN EXISTIN, GRADE EXISTING I GROUNE EXISTING METER BOARD STRUCTURE — ELECTRIC SID Gao'o.00" 0 10 EXISTING 3" 8" x 8" x 60" WIREWAY 4" PVC CONDUIT FROM TOWER FOR LIGHTING EXISTING 8" x 8" x 36" WIREWAY FINISHED GRADE 4" PVC WITH PULL STRING WITH PULL STRING TO NEW EQUIPMENT BUILDING. 4" PVC FROM TELCO SERVICE WITH PULL STRING EXISTING METER BOARD STRUCTURE — TELCO SIDE 1/2" = 1'-0" MATCH EXISTING EXISTING GRADE TRENCHING AND BACKFILLING BY G.C. (SEE GENERAL NOTES 6 & 10 ON DWG. A-2) WARNING TAPE 0 12" BURIAL. CLEAN BACKFILL 3 —.#3/0, 1 #4 GND, IN 4" PVC CONDUIT---" MTM WRITMA PVC (SCHEDULE 40) L CONNECT TO SERVICE ENTRANCE DISCONNECT NEW PREFABRICATED RADIO EQUIPMENT BUILDING EXISTING GRADE MATCH EXISTING TRENCHING AND BACKFILLING BY G.C. (SEE GENERAL NOTES 6 & 10 ON DWG. A-2) WARNING TAPE O 12" BURIAL. #6 SOLID GND. WIRE CLEAN BACKFILL 4" PVC CONDUIT W/ PULL WIRE (TELCO CABLES BY TELEPHONE Co.) In q TRENCH DETAIL SECTION r5'Y'5' _ TRENCH DETAIL SECTION (0*6 s N..s.— —3 N.T.S. — — #2 SOLID GROUND t6" ABOVE BOTTOM OF METER BOARD FASTEN W/UV RATED PLASTIC FASTENERS O 24" CTRS. (TELCO GROUND) .-0%� ..-v 8'-0" 8" � a I TAKE GROUND WIRE TO NEAREST FENCE AND CADWELD GROUND ROD GROUND ROD\—#2 TAIL AT SOLID D/ THIS LOCATION FOR ELECTRIC GROUND TO SITE GROUND RING ER BOARD STRUCTURE GRO N.T.S. GRADE7—\, CADWEL GROUND RING #2 AWG BCW (TINNED) ND ROD GROUND ROD COPPERWELD 5/8"0 x 8'-0" LONG i D" MIN. SPACING BETWEEN RODS N 3 E-1 2001006.211 } CUSTOMER LIGHT CONTROL UGWT I' (CONTROL CUSTOMER L J TELCO s CUSTOMER j LIGHT MONITOR mm MANU H CUSTOMER 0 10 EXISTING 3" 8" x 8" x 60" WIREWAY 4" PVC CONDUIT FROM TOWER FOR LIGHTING EXISTING 8" x 8" x 36" WIREWAY FINISHED GRADE 4" PVC WITH PULL STRING WITH PULL STRING TO NEW EQUIPMENT BUILDING. 4" PVC FROM TELCO SERVICE WITH PULL STRING EXISTING METER BOARD STRUCTURE — TELCO SIDE 1/2" = 1'-0" MATCH EXISTING EXISTING GRADE TRENCHING AND BACKFILLING BY G.C. (SEE GENERAL NOTES 6 & 10 ON DWG. A-2) WARNING TAPE 0 12" BURIAL. CLEAN BACKFILL 3 —.#3/0, 1 #4 GND, IN 4" PVC CONDUIT---" MTM WRITMA PVC (SCHEDULE 40) L CONNECT TO SERVICE ENTRANCE DISCONNECT NEW PREFABRICATED RADIO EQUIPMENT BUILDING EXISTING GRADE MATCH EXISTING TRENCHING AND BACKFILLING BY G.C. (SEE GENERAL NOTES 6 & 10 ON DWG. A-2) WARNING TAPE O 12" BURIAL. #6 SOLID GND. WIRE CLEAN BACKFILL 4" PVC CONDUIT W/ PULL WIRE (TELCO CABLES BY TELEPHONE Co.) In q TRENCH DETAIL SECTION r5'Y'5' _ TRENCH DETAIL SECTION (0*6 s N..s.— —3 N.T.S. — — #2 SOLID GROUND t6" ABOVE BOTTOM OF METER BOARD FASTEN W/UV RATED PLASTIC FASTENERS O 24" CTRS. (TELCO GROUND) .-0%� ..-v 8'-0" 8" � a I TAKE GROUND WIRE TO NEAREST FENCE AND CADWELD GROUND ROD GROUND ROD\—#2 TAIL AT SOLID D/ THIS LOCATION FOR ELECTRIC GROUND TO SITE GROUND RING ER BOARD STRUCTURE GRO N.T.S. GRADE7—\, CADWEL GROUND RING #2 AWG BCW (TINNED) ND ROD GROUND ROD COPPERWELD 5/8"0 x 8'-0" LONG i D" MIN. SPACING BETWEEN RODS N 3 E-1 2001006.211 }