HomeMy WebLinkAbout0189.02 Building PlansSITE:
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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
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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
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--SS- SAN.SEWER LIME
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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 ..• `!• • ...�•.. ` • ,,,,•.
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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
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8i 8
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{
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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
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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
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! I I I I I CL OF FUTURE ANTENNA
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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)
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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.
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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
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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
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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
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10
W j W�i�0
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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
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2001006.21
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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
}