attachment b - federal communications commission

ATTACHMENT B

Figures

531 W. Golf RoadT-Mobile Site CH46-433

Public Works Yard

Source: Mapquest.com Arlington Heights, IllinoisPhone: (847) 956-8589

Arbor Lane and Alan DriveAlgonquin, IL 60102

Site Location MapFigure 1

N

Site Location

Source: Concordia Wireless, Inc. Arlington Heights, IllinoisPhone: (847) 956-8589


Site PlanFigure 2 531 W. Golf RoadT-Mobile Site CH46-433

Public Works Yard

Site Location

Figure 3

Source: www.topozone.com

531 W. Golf Road

Public Works Yard

Phone: (847) 956-8589

T-Mobile Site CH46-433

Algonquin, IL 60102Arbor Lane and Alan Drive Arlington Heights, Illinois

Topographic Map

N

Site Location

531 W. Golf RoadT-Mobile Site CH46-433

Public Works Yard

Source: FEMA Arlington Heights, IllinoisPhone: (847) 956-8589


Flood Insurance Rate MapFigure 4

Site Location

ATTACHMENT C

Construction Drawings

SHEET DESCRIPTION

SHEET INDEX

NO.

VICINITY MAP

PROFESSIONAL LICENSURE

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF THE GOVERNING LOCAL BUILDING CODE.

LICENSED PROFESSIONAL - STATE OF ILLINOIS

EXPIRES: SIGNED:

PROJECT INFORMATION PROJECT CONTACTS & UTILS

T-1

TITLE SHEET

REGIONAL MAP

DRIVING DIRECTIONS

DRIVING DIRECTIONS FROM 8550 W. BRYN MAWR AVE:

T- MOBILE8550 WEST BRYN MAWR AVESUITE 100CHICAGO, IL 60631PHONE NO: (773) 444-5400

SITE ADDRESS:

APPLICANTS:

SITE NAME:

W 88° 17' 37.64" (NAD 83)LONGITUDE:

PIN:

COUNTY:

SITE TYPE: MONOPOLE

SITE GROUND ELEVATION:

LATITUDE: N 42° 09' 10.34" (NAD 83)

731.8' AMSLPROP. OWNERCONTACT:

ENGINEERING& SURVEYINGCONTACT:

GM SADAT, PEPHONE: (847) 312-0830FAX: (847) 981-0803

TELEPHONE:

UTILITIES & CONTACT INFO

ELECTRICAL:

TITLE SHEETT-1

SP-1 SITE NOTES

SP-2 GENERAL NOTES AND SPECIFICATIONS

SITE GROUNDING PLANEG-1GROUNDING DETAILSEG-2

BTS INSTALLATION LAYOUT DETAILSUTILITY DETAILS

UTILITY DETAILS

ELECTRICAL SITE PLAN

EQUIPMENT PLATFORM & STRUCTURAL NOTES

ANTENNA DETAILS

SITE ELEVATION

ENLARGED SITE PLAN

E-4

E-3

E-2

E-1S-1

A-3

A-2

A-1

LOCATION OF T-MOBILE LEASE AREA & EASEMENTSLS-1

PPC CABINET DETAILS &

Site Number

Site Name

Site Address

(1) PRIMARY & (2) FUTURE S12000 T-MOBILE TELECOMMUNICATIONS EQUIPMENT CABINETS ON A

NEW STEEL PLATFORM AND (6) NEW ANTENNAS WITH (12) COAX CABLES

ON A NEW 120'-0" HIGH MONOPOLE(ANTENNA CENTER LINE= 120.0')

( LIGHTING ROD 124'-0")

A

No.

03/13/0690% REVIEW

Revision/Issue Date

PLATFORM REDESIGNISSUED FOR:MobileT

03-02-152-014, 03-03-152-016, 03-03-152-017, & 03-03-152-023

LEGAL DESCRIPTIONSLS-2

SITE LOCATION

GROUNDING DETAILSEG-3

LNA DETAILSA-4

VILLAGE OF ALGONQUIN2200 HARNISH DR.ALGONQUIN IL, 60102PHONE# (847) 658-2700

T- MOBILE APPROVALS

SITE ACQ.

OPS

RF

LANDLORD

CONST.

GROUNDING DETAILSEG-4

AT&T2000 W. AMERITECH CENTER SUITE, 4-C-10HOFFMAN STATES IL 601911-800-257-09021-800832-6328 (T-1 CONST.)

COMMONWEALTH EDISON 1700 SPENCER RD. JOLIET IL, 60433PHONE : 815- 740-1122

KEVIN HIPPNERPHONE: (773) 444-5400

T-MOBILE CONSTRUCTION MANAGER:

SITE ACQUISITION:

BRIAN M. BARRETTPHONE: (630) 440-6791

11-30-06

FENCING DETAILSA-5

KANE

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:

R.A.HGMS, TPAPPROVED BY:

SUITE 1008550 WEST BRYN MAWR AVE.T-MOBILE

CHICAGO, IL 60631MAIN: (773) 444-5400?

ARBOR LN. & ALAN DR.

T Mobile

2015. S. ARLINGTON HEIGHTS SUITE 111ARLINGTON HEIGHTS,IL 60005MAIN: (847) 981-0801

ONCORDIA WIRELESS, INC.C

CHECKED BY: R.H.CHECKED BY: GMS

ALGONQUIN IL

PUBLIC WORKS

CH46-433

PUBLIC WORKS RLALGONQUIN

ALGONQUIN ILARBOR LN. & ALAN DR.

PUBLIC WORKS RLALGONQUIN

ALGONQUIN ILARBOR LN & ALAN DR

1: Start out going SOUTHEAST on W BRYN MAWR AVE toward N CHESTER AVE. 0.2 miles Map 2: Turn LEFT onto N CUMBERLAND AVE / IL-171. 0.3 miles Map 3: Merge onto I-90 W toward O'HARE / ROCKFORD (Portions toll). 24.8 miles Map 4: Merge onto IL-31 N. 6.3 miles Map 5: Turn RIGHT onto ARBOR LN. <0.1 miles Map 6: End at Alan Dr & Arbor Ln Total Est. Time: 41 minutes Total Est. Distance: 31.97 miles

CIVIL DETAILSA-6

SILT FENCE DETAILA-7

B 06/19/06PERMIT REDESIGN

Initial

R.A.H

CONTRACTOR SHALL HAVE THE SITE MANNED WITH A SUPERVISOR AND CREW FOR THE FULL 28 DAYS OF THE BUILD.GC SHALL CONTACT THE A&E FIRM PRIOR TO BIDWALK AND CONSTRUCTION START TO CONFIRM THAT DRAWINGS ARE THE MOST RECENT SET.

R

U

8109N

S

ET0 F I

AT

CEIL

PACYATH DD E

ENS D A

LLINIO

S

CE

AI KS A.

TTI

CH

BILL OF MATERIALS (PROVIDED BY T-MOBILE)BOM-1

C 07/11/06PLATFORM REDESIGN R.A.H

SITE NOTES

COAXIAL CABLE

CHAIN LINK FENCING

OVERHEAD ELECTRIC/TELEPHONECONDUCTORS

BELOW GRADE ELECTRICAL CONDUIT

BELOW GRADE TELEPHONE CONDUIT

GROUND CONDUCTOR

PROPERTY/LEASE LINE

GROUT OR PLASTER

WORK POINT

MATCH LINE

CENTERLINE

WOOD BLOCKING

WOOD CONT.

(E) MASONRY

X-X

X-XX

X

X

1

T

DETAIL REFERENCE

ELEVATION REFERENCEOE/OT

X

A

GRID REFERENCE

SET POINT

REVISION

FND. MONUMENT

SPOT ELEVATION

TELEPHONE BOX

LIGHT POLE

UE

UT

STEEL

E

GROUND BUS BAR

GROUND ACCESS WELL

ELECTRIC BOX

CAD WELD

MECHANICAL GRND. CONN.

GROUND ROD

EXISTING ANTENNA

NEW ANTENNA

CONCRETE

PLYWOOD

SAND

GRAVEL

EARTH

(E) BRICK

T.O.P.

U.N.O.

T.O.W.T.O.S.

T.O.F.

T.O.A.

STRUC.TEMP.

T.O.C.

REQ'D.

SPEC.

P.S.F.

REINF.

RAD.(R)

NO.(#)N.T.S.

OPNG.

MECH.

LB.(#)

MDCMC

CLR. CLEAR PCS

F.G. FINISH GRADE

GROWTH (CABINET)

GLOBAL POSITIONING SYSTEM

GALVANIZE(D)GROUND FAULT CIRCUIT INTERRUPTER

FOUNDATION

FINISH SURFACE

FACE OF CONCRETE

FACE OF STUDFACE OF WALL

FACE OF MASONRY

FOOT(FEET)

GND.HGR.HT.

G.F.I.GPS

GI.

HEIGHT

GROUNDHANGER

F.O.S.

FT.(')FTG.

GA.G.

F.O.W.F.S.

FDN.

F.O.M.F.O.C.

FLR.FIN.

GAUGE

FOOTING

FLOORFINISH(ED)

WAP.

LCLP

WT.WCS

U.G.

V.I.F.WW/

U.L.

TYP.

FINISH FLOORFABRICATION(OR)

ELECTRICAL METALLIC TUBING

DEPARTMENT

ELECTRICAL

DRAWING(S)

CONSTRUCTIONCONTINUOUS

CONNECTION(OR)

EQ.

EXT.FAB.F.F.

EXIST.(E)EXP.

ELEV.EMT.ENG.

ELEC.

EA.EL.

EQUALEXPANSION

EXTERIOREXISTING

ENGINEER

EACH

ELEVATOR

ELEVATION

DWL.DWG.DIM.DIAG.

DEPT.DIA.

CONN.CONST.CONT.DBL.

CONC.COL.

DOWEL(S)

DIAMETER

DIMENSIONDIAGONAL

DOUBLE

CONCRETECOLUMN

RGS.

THK.

STL.STD.S.S.SQ.

SCH.SHT.SIM.

PWR.

REF.

QTY.

P.T.P.S.I.

PRCPLY.

BARE TINNED COPPER WIRE

BACK-UP CABINET

CANTILEVER(ED)CAST IN PLACE

BOTTOM OF FOOTING

AMERICAN WIRE GAUGE

ABOVE FINISHED FLOOR

APPROXIMATE(LY)ARCHITECT(URAL)

ABOVE FINISHED GRADE

AWG.

B.O.F.

CANT.C.I.P.CLG.

B/UCAB.

BLKG.

BTCW.BM.

BLDG.BLK.

CEILING

CABINET

BLOCK

BEAMBLOCKING

BUILDING

ARCH.APPRX.ANT.

ALUM.A.F.G.

ALT.

ADD'LA.F.F.

ABV.

ANTENNA

ALUMINUMALTERNATE

ADDITIONALABOVE

O.C.

MTL.(N)

MFR.

MISC.MIN.

MAX.MAS.

L.F.L.

ICGB.

INT.IN.(")

PERSONAL COMMUNICATION SERVICES

TOP OF CURB

WIRELESS COMMUNICATION SERVICEWIRED ACCESSED POINT

CENTERLINEPLATE

WEIGHT.

UNLESS NOTED OTHERWISEUNDERWRITERS LABORATORY

WIDE(WIDTH)

TOP OF PLATE (PARAPET)

VERIFY IN FIELD

TOP OF WALLTOP OF STEEL

UNDER GROUND

TOP OF FOUNDATION

WITH

TYPICAL

RIGID GALVANIZED STEEL

TOP OF ANTENNATHICK(NESS)TEMPORARYSTRUCTURAL

STAINLESS STEEL

SPECIFICATION(S)

STANDARD

SCHEDULE

STEEL

SQUARE

SIMILARSHEET

POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCH

REQUIRED

POWER (CABINET)

REINFORCEMENT(ING)

PRESSURE TREATED

REFERENCE

PRIMARY RADIO CABINET

QUANTITYRADIUS

PLYWOOD

ISOLATED COPPER GROUND BUS

CONSTRUCTION MANAGEMENT

NOT TO SCALEON CENTER

& CONTRACTING

MISCELLANEOUS

MANUFACTURERMECHANICAL

OPENING

NUMBER

METALNEW

MINIMUM

POUND(S)

METRICOM DESIGNATED

LONG(ITUDINAL)LINEAR FEET (FOOT)

MASONRYMAXIMUM

INCH(ES)INTERIOR

PROCTOR DENSITY.

TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED14. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL

EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH13. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT

12. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED

ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT

BY A GEOTECHNICAL ENGINEER.

WITH THE EQUIPMENT AVAILABLE.

BY FILLING WITH APPROVED CLEAN FILL AND COMPACTED TO 95% OF STANDARD

MAXIMUM STANDARD PROCTOR DRY DENSITY.11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 100% OF

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.

10. ALL EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES,

SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS.9. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN

STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION.AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK OR AS

8. THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT SHALL BE NOTIFIED

FULL DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWINGS.

AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT.BE ACCURATELY NOTED AND PLACED ON AS-CONSTRUCTED DRAWINGSLOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALLRETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE,

4. ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE

2. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES,

1. REPRESENTATIVES OF THE OWNER MUST BE NOTIFIED AT LEAST TWO

UNLESS OTHERWISE NOTED.

REMOVING OR ADJUSTING EXISTING UTILITIES.

REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING

6. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND

DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OFCONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANYEXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF

ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ENGINEER

ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIRAND OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR

5. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN

DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE

FOR UTILITY LOCATIONS 48 HOURS PRIOR TO START OF CONSTRUCTION.AND EXPENSE. CONTRACTOR SHALL CALL OUPS AT (800) - 362-2764INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISKCORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCHWORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED ANDTHE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHERAS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TOVERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS

TO FINAL INSPECTION OF WORK.

IMPROVEMENTS SHALL BE PROTECTED.17. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE

MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OFPAPERS, TRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL

16. CONTRACTOR SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SO THAT NO

ACHIEVING FINISH GRADE BY ADDING 6" OF 3/4" CRUSHED STONE-NO FINES.WITH 6 MIL. VISQUENE (1' OVERLAP AT SEAMS) FOR WEED SUPPRESSION, THENCLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR COVERING THE AREA

15. THE GRADES WITHIN THE FENCED-IN AREA ARE TO BE ACHIEVED BY COMPACTING

OFF-SITE.

SP-1GENERAL NOTESSCALE: NTS2

PROJECT ABBREVIATIONSSCALE: NTS3PROJECT SYMBOLS

SCALE: NTS1

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

E

A

ICL

PAC

TS

HT DAD

ESNE

D

CE

ANI K

SI

A.US

TTIHR C

SP-2

GENERAL NOTES& SPECIFICATIONS

A.

C.

B.

A.

B. A.

F.

G.

E.

D.

A.

B.

C.

FALL PROTECTIONCONFINED SPACEELECTRICAL SAFETYTRENCHING AND EXCAVATION

SHELTER (GROUND BUILD/CO-LOCATE ONLY)AC/TELCO INTERFACE BOX(PPC)

TOWERS, MONOPOLE

BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE

HANGERS HOISTING GRIPSBTS EQUIPMENT

GENERATORS & LIQUID PROPANE TANKANTENNA STANDARD BRACKETS, FRAMES, AND PIPES

FOR MOUNTING.

ANTENNAS (INSTALLED BY OTHERS)TRANSMISSION LINETRANSMISSION LINE JUMPERSTRANSMISSION LINE CONNECTORS WITHWEATHERPROOFING KITSTRANSMISSION LINE GROUND KITS

TOWER LIGHTING

ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)

6.CONTRACTOR SHALL ESTABLISH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING.

6. PROTECTION

2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHTRUNS OF COAXIAL CABLE (NOT WITHIN BENDS).

ANTENNA AND COAXIAL CABLE GROUNDING:1. ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS

ARE TO BE WEATHER SEALED WITH RFS CONNECTOR/SPLICEWEATHERPROOFING KIT #221213 OR EQUAL.

LOCATION UNLESS OTHERWISE STATED. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT

INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENTPER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORSBETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.

AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUNDFOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING

CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAINREFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTSSHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED

PROVIDE PRINTOUT OF THAT TEST.

INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND

INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.

INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE SPECIFICATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL ANDPROPERTY.

CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUB-

ANTENNA INSTALLATION

1.

DIVISION 13 - SPECIAL CONSTRUCTION

ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER ASEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION

WORK INCLUDED:

ZINC BASED PAINT. COLOR TO MATCH THE GALVANIZING PROCESS.

UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEELAND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH

FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS VISUALINSPECTION IS ACCEPTABLE.

USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS.

WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL CONFORM TO ASTM A-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX

REQUESTED.

5.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS

WELDING

SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF

SPRAYING DEVICES.

SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLYUNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF SPRINKLERS, AND

AND FREE FROM ACID, ALKALI, SALTS, OIL SEDIMENT, AND ORGANIC MATTER.

C. ALL CONCRETE SHALL BE WATER CURED BY CONTINOUS (NOT PERIODIC) FINEMIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN

B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELYCONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE.

10. PROTECTION

MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED.FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND

A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SHALL PROTECT THE CONCRETE

B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301.

AND GIVEN APPROVAL TO START PLACEMENT IN WRITING.

THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND T-MOBILE HAS PERFORMED A FINAL INSPECTION

BEEN APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE T-MOBILEREPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF

A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF

CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER.CONCRETE PLACEMENT, UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF

CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE

9. PLACING CONCRETE

C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN.

B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER ANDCURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS.

A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION.TWO SHALL BE TESTED @ THREE DAYS, TWO @ TWENTY-EIGHT DAYS. THE FIFTHCYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE.

IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE.

8. TESTSCONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORKOR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT

15. CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A COMPLETE SET OFAS BUILT DRAWINGS TO T-MOBILE'S ' PROJECT ENGINEER.

GENERAL NOTES (CONT'D):

1.

2.

3.

4.

5.

6.

7.

4.

3.

2.

1.

5.

4.

3.

2.

9.

8.

7.

6.

5.

4.

3. 1.

14.

13.

12.

11.

10.

2.

1. DIVISION 5 - STRUCTURAL STEEL:

DIVISION 2 - SITE WORK:

A. ASTM A36, GRADE 36; ROLLED STEEL, RODS, PLATES,

B. ASTM A325 BOLTS, BEARING TYPEC. ALL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123.

U-BOLTS AND ANCHOR BOLTS.

LATEST AISC MANUAL OF STEEL CONSTRUCTION (ASD), AWS D1.1, AND THE DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE

BASIC BUILDING CODE. STRUCTURAL STEEL SHALL BE AS FOLLOWS:

THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHEREREQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE.

A FEW IMPACTS OF A IMPACT WRENCHTHE FULL EFFORT OF A PERSON USING A SPUD WRENCH.

ENGINEER, AND T- MOBILE PROJECT MANAGER IN WRITING

TIGHTEN HIGH STRENGTH BOLTS TO A SNUG TIGHT CONDITION WHERE ALL PLIESIN A JOINT ARE IN FIRM CONTACT BY EITHER

ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE

OF ENGINEERING.NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVALAND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL

WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVEDALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,

SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORMTHE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT

CONSTRUCTION.CONSTRUCTION. EROSION CONTROL MEASURES, AS REQUIRED DURINGCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING

DIVISION 3 - CONCRETE:

C172, ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED.AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM4000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THEMINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE

WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.

CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4".UNLESS OTHERWISE NOTED.

DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD-315 LATEST EDITION).DETAILING SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF

OF 60,000 PSI (40,000 PSI GRADE MAY BE USED FOR TIES & STIRRUPS).

REBARS SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH

SPECIFICATION FOR STRUCTURAL CONCRETE.REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARDEDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI 318) BUILDING CODEALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST

OBTAIN SLUMP OVER 3-INCHES.CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TOPERCENT TO 7 PERCENT BY VOLUME. AIR ENTRAINING ADMIXTURE REQUIRED TOAGGREGATE, SLUMP RANGE 3 INCHES TO 5 INCHES, TOTAL AIR CONTENT 4CONCRETE MINIMUM CEMENT CONTENT FOR 1-INCH MAXIMUM SIZECONCRETE FOR ALL FOUNDATIONS: 540 LBS PER CUBIC YARD OF

#5 BAR AND SMALLER ... 1-1/2"#6 THROUGH #18 ... 2"

EXPOSED TO EARTH OR WEATHER:CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ... 3"MINIMUM COVER (INCHES)

D.C.B.A.

WORKING CREW. THIS WILL INCLUDE BUT NOT LIMITED TO:NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THEBE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND ORRELOCATED AS DIRECTED BY THE PROJECT MANAGER. EXTREME CAUTION SHOULDWHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BEWHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, ANDALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES

LEGAL MANNER.CONTAMINATED OR DANGEROUS TRASH AND DEBRIS, AND DISPOSE OF IN AEXCAVATED MATERIAL INCLUDING MATERIAL CLASSIFIED UNSATISFACTORY,REMOVE FROM SITE/OWNER'S PROPERTY ALL WASTE MATERIALS, UNUSED

THE CONTRACTOR SHALL CALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.

SHALL BE PROVIDED, EXCEPT AS NOTED ON DRAWINGS.DRAWINGS. THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENTIN POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THEREINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED

AFFECTED UTILITIES.RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTINGSHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATIONSAID UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTORCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALLON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. WHATEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWNARCHITECT/ENGINEER AND OWNER (T-MOBILE) ASSUME NO RESPONSIBILITY

ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THEALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN

EXPENSE.

INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK ANDCORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH

NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED ANDREPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION, ANDDOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELYAND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES ORCONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY

JURISDICTION OVER THIS LOCATION.LOCAL GAS, ELECTRIC, TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVINGALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH

COORDINATED WITH THE BUILDING/PROPERTY OWNER.BUILDING/PROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE

SHALL BE MADE WITH A MINIMUM AMOUNT OF INCONVENIENCE TO THESUCH INTERRUPTION, AT LEAST 72 HOURS IN ADVANCE. ANY INTERRUPTIONSECURE PERMISSION IN WRITING FROM THE BUILDING/PROPERTY OWNER FOR

NECESSARY TO INTERRUPT ANY SERVICE OR UTILITY, THE CONTRACTOR SHALLUTILITIES OF THE BUILDING/SITE WITHOUT INTERRUPTION. SHOULD IT BE

DURING CONSTRUCTION, THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE

DISPOSED OF OFF-SITE BY THE CONTRACTOR.MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLYPAPERS, TRASH, DEBRIS, WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN. ALLCONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO

CONSTRUCTION. CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURINGCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING

LABEL.REQUIREMENTS OF THE UNDERWRITERS' LABORATORIES (U.L.) AND BEAR THE U.L.(EXCEPT WHERE OTHERWISE NOTED) AND SHALL COMPLY WITH THE

ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE NEWAPPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. ALLELECTRICAL CODE (NEC). NATIONAL ELECTRICAL SAFETY CODE, OSHA, AND ALL

OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF THE NATIONALALL WORK, MATERIAL, AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENTS

CONTRACTOR AT NO COST TO THE OWNER.DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THEACCEPTANCE, UNLESS NOTED OTHERWISE. ANY FAILURE OF EQUIPMENT OR WORKWORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL

DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS ORALL EQUIPMENT FURNISHED AND WORK PERFORMED UNDER THE CONTRACT

COST TO THE OWNER OR HIS ARCHITECT/ENGINEER.

REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NOEQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THETHE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THEEQUIPMENT OR MATERIALS WHICH, IN HIS OPINION ARE NOT IN COMPLIANCE WITHT-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY

ITS ORIGINAL CONDITION AT HIS OWN EXPENSE.AFTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TOINSPECTION AND TEST SHALL BE UNCOVERED AT THE CONTRACTOR'S EXPENSE;

AUTHORITIES. ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCHCOVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED BY THE GOVERNINGTHE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK TO BE

DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION.EXISTING STRUCTURES DURING CONSTRUCTION. FIELD VERIFY ALL EXISTINGREQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF ANYTHE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS

CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING:

AWARDING THE CONTRACT.THE BUILDING PERMIT WILL BE ADDED TO THE LUMP SUM BID PRIOR TORESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. THE COST OFIT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTORSPECIFICATIONS.REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS ANDNON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABORAND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS,

DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADSELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORETRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARYWIRES, COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS,

PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDINGMATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FORCOMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCHTHE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE

CONTRACTOR WILL INSTALL:OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE

M.L.

K.J.I.H.

G.F.E.D.

C.B.

A.

O.N.

GENERAL NOTES:

THE EQUIPMENT AFTER PICKING UP.OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FORCONTRACTOR WITH ALL APPURTENCES REQUIRED TO PLACE THE EQUIPMENT IN

WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED,T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE

CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILTITIES AND GROUND LINES THAT MAY BECOME DISTRUBED OR CONFLICTING IN THE COURSE OF CONTSTRUCTION.

, UNCRATED, PROTECTED AND INSTALLED BY THE

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DATE

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DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


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PUBLIC WORKS

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BILL OF MATERIALS (FURNISHED BY T-MOBILE)

SAP # DESCRIPTION MODEL MANUFACTURER8531 S12000 S000 OD MAIN. AXX CSU. NO RADIOS BTS NTDS 25AB NORTEL

QTY

S12000 EXP. BTS NORTEL

NORTELNORTEL

ANDREWANDREWANDREWANDREW

ANDREWANDREW

ANDREW

ANDREWANDREWANDREW

EMSEMSEMSEMSEMS

ANDREWANDREWANDREW

ANDREW

ANDREWANDREW

ANDREWANDREWANDREWANDREW

ANDREWANDREWANDREWANDREWANDREWANDREWANDREWANDREW

NTINTI

ANDREWANDREW

ANDREWANDREW

ANDREWANDREWANDREWANDREWANDREW

6226823082327780778777897792779378007783

NTDS 25CBNTDS 25BAS12000 INDOOR MAIN BTS

48VDC INDOOR DC POWER50 AMP RECTIFIERAISG ASCU CONTROLLER-US R2 VER

IPRV20048VNOR

7782

77867785

6600678272786598

66017287728972917295

717968426771

71047105

734073477106

7161732373487358

6448645676107581

73337950

638663896046

67906775684468576784

1M CABLE ASSEMBLY FOR R2 ANTENNA3M CABLE ASSEMBLY FOR R2 ANTENNA6M CABLE ASSEMBLY FOR R2 ANTENNA9M CABLE ASSEMBLY FOR R2 ANTENNA60M CABLE ASSEMBLY FOR R2 ANTENNAJUNCTION BOX (4 WAY) FOR R2 ANTENNALIGHTNING PROTECTION KIT FOR R2 VERSIONY-SPLITTER FOR R2 ANTENNA3 WAY-SPLITTER (QUAD PORTS) FOR R2 ANTENNAANTENNA 65 DEG 18.5 DBI 2DEG EDT DUALPOLANTENNA 65 DEG 18.5 DBI 4DEG EDT QUAD

ANTENNA 65 DEG 18.5 DBI 2DEG EDT CROSSANTENNA 65 DEG 19 DBI 0 DEG DT CROSS POL

ANTENNA 65 DEG 18.5 DBI 4DEG EDT CROSS7/8IN AVA COAX CABLE 50 OHM 1 5/8IN AVA COAX CABLE 50 OHMCONNECTOR AVA 7/8IN DF POSITIVE STOPCONNECTOR AVA 1 5/8IN DF POSITIVE STOPTOP/BOTTOM BUSS BAR KIT WITH ATTACHMENTSTOP BUSS BAR KIT WITH ATTACHMENTSGROUNDING KIT FOR CONTROL CABLE R 1 VERGROUNDING KIT 7/8IN 2 HOLE LUGGROUNDING KIT 1 5/8IN 2 HOLE LUGHANGER. B-FLY. 1/2 IN. QTY 10HANGERS. SNAP- IN. 1/2 IN. KIT OF 101 5/8IN SNAP STACK HANGER (10 PER PACK)HANGERS. SNAP-IN 7/8IN. KIT OF 10HOIST GRIP 7/8INHOIST GRIP FOR 1 5/8IN CABLEJUMPER 8-FT SUPERFLEX DIN MALEJUMPER 3-FT SUPERFLEX DIM TO DIM LOW VSWRJUMPER 6-FT SUPERFLEX DIM TO DIM LOW VSWRNTI PPC BASE FOR OVER UNDER PPC200 AMP OVER AND UNDER PPC AND TELCO3 SECTOR FULLBAND INDOOR NORTEL LNA KITWEATHERPROOFING KIT FOR CONNECTOR170 AMP HR BATERIES MONPLE PLATFORM MNT FOR 30IN-60IN DIAMONPLE PLATFORM MNT FOR 10IN-30IN DIAFLAT ROOFTOP BALLST MOUNTD SECTOR FRAMEFLAT TOP ROOF BALLST MOUNTD SECTOR FRAMEWAVEGUIDE BRIDGE 45 DEGREE CORNER FILLERWAVEGUIDE BRIDGE 90 DEGREE CORNER FILLERWAVEGUIDE BRIDGE KIT.DIRECT BURIAL POST

DCPWR48V50 AVALATC200-LITEATCB-B01-001ATCB-B01-003ATCB-B01-006ATCB-B01-009ATCB-B01-060ATJB200-A01-004ATLP200-001ATS-A01-002ATS-B01-003DR651902DPQDR651904DPQRR651900DP5RR651902DP5RR651904DP5AVA5-50AVA7-50A5TDF-PSA7TDF-PSMTC6677MTC6714602299SGL5-06B2SGL7-06B2252119SSH-12SSH-158SSH-7819256B24312AF4A-PDMDM-8-TMBL4A-PDMDM-3-USAL4A-PDMDM-6-USA0602061-00CS7S2-W836PWAVFB-3NT8000BP-3221213BC-12V170 FT/4MCPA12L972MC-PA12S-9-72RF-N12-4-72RF-N12-3-72WB-CF45WB-CF90WB-K210-B

BOM-1

BILL OF MATERIALS(FURNISHED BY T-MOBILE)

BILL OF MATERIALS (FURNISHED BY T-MOBILE)SCALE: NTS1

1

6

2000

2463

36

159

12

12

11

3

12

12

(*) NOTE:

IF PLATFORM DOESNOT COME W/ TOWER- PM CHECK TOWER DRAWINGS & ERECTION BOOK

S12000 S000 OD EXT. AXXIU CSU. NO RADIOS BTS8532 NTDS 25AB NORTEL6312

1

24

CL-0910-UCABLE LADDER KIT 30"X 10"N/A ANDREW

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LANDLORD APPROVAL

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SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


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DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


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ALGONQUIN IL

PUBLIC WORKS

JULY

)

)) SS

12TH

CORRECT REPRESENTATION OF A WORK PERFORMED AT AND UNDER MY DIRECTION.

GIVEN UNDER MY HAND AND SEAL THIS DAY OF A.D., 2006

STATE OF ILLINOIS

COUNTY OF KANE

I, FRANK BRADKE, AN ILLINOIS PROFESSIONAL LAND SURVEYOR

FRANK BRADKE

MY LICENSE EXPIRES NOVEMBER 30, 2006ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35002507

THIS PLAN WAS PREPARED FOR THE LEASE SITE,ACCESS AND UTILITY EASEMENT SHOWN HEREON.

NUMBER 35002507, DO HEREBY DECLARE THAT THE PLAN SHOWN HEREON IS A

GENERAL NOTES

SURVEYOR AT ONCE.

DECIMAL PARTS THEREOF.

CONDITIONS WITH THE DATA GIVEN ON THIS PLAN AND REPORT ANY DISCREPANCIES TO THE

2. COMPARE DEED DESCRIPTION AND SITE

1. ALL DIMENSIONS ARE GIVEN IN FEET AND

SCALE MEASUREMENT.

ROW MARKER

FIRE HYDRANT

POWER POLE

LEGEND & SYMBOLS

LIGHT STANDARDINLETCATCH BASIN

3. NO DIMENSIONS SHALL BE DERIVED FROM

MAILBOX

TRAFFIC SIGNAL

MANHOLE

DECIDUOUS TREE W/SIZE

EVERGREEN TREE W/SIZE

TELEPHONE POLE

FLARED END SECTION

IRON PIPE FOUND

IRON PIPE SET

SIGN

BUFFALO BOX

TREE STUMP

HAND HOLE (TS)

TELEPHONE SPLICE BOX

CONTOUR

FENCE

686

x x

VEGETATION LINE

EXISTING GUARDRAIL

ELEVATION LOCATION

PROPOSED TOWER LOCATION

GAS MARKINGS PER JULIE

AMERITECH MARKINGS PER JULIE

AUXILIARY VALVE

PROPERTY LINE

HORIZONTAL CONTROL POINT

COM ED MARKINGS PER JULIE

OVERHEAD WIRES

LOCATION OF T-MOBILE LEASE AREA &

EASEMENT PLAN

LS-1

1LOCATION OF T-MOBILE LEASE AREA & EASEMENT PLAN

SCALE: 1" = 30' (1" = 60' IF 11 X 17 SHEET SIZE)

E

SE

NE

S

N

W

SW

NW

NEW 32'X40' T-MOBILE LEASE AREA

EXISTING UNDERGROUND WATER LINE

NEW 8-FT WIDE UTILITY EASEMENT

ALA

N D

R.

SOUTH DR.(Asphalt Paved)

STATE RO

UTE 31

ARBOR LANE

EXISTING WIRE FENCE

EXISTING UTILITY POLE

EXISTING GRAVEL

DRIVEWAY AREAEXISTING MANHOLE


EXISTING UNDERGROUND

WATER LINE

EXISTING UTILITY

POLE

GC TO REMOVE EXISTING TREES

AS NEEDED

EXISTING UTILITY

POLE

EXISTING TREE LINE

NEW LOCATION OF T-MOBILE TOWER

NEW LOCATION OF T-MOBILE STEEL PLATFORM

EXISTING MANHOLE

PROPERTY LINEPROPERTY LINE

PRO

PER

TY L

INE

PRO

PER

TY L

INE

PRO

PER

TY L

INE

PRO

PER

TY L

INE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINEPROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PRO

PERTY LIN

E

PRO

PERTY LIN

E

PROPERTY LINE

N 83° 48' 59" E 318.35'

S 83° 48' 59" W 309.81'

S 00° 25' 07" E 8.00'

N 9° 31' 54" E 8.00'

S 86° 35' 42" E 13.72'

N 86°35'42" E 16.48'

FLOOD PLAIN INFO:

AS PER FEMA'S FLOOD INSURANCE RATE MAP #17089C0070F, REVISED ON DECEMBER 20, 2002, PANEL #70 OF 410, THIS PROJECT SITE IS LOCATED WITHIN A 100-YEAR FLOODPLAIN / FLOODWAY AREA ZONE AE:

WITH BASE FLOOD ELEVATION DETERMINED AT 733 AMSL

PROJECT BENCHMARK #1: GAS VALVE (732.64' AMSL)

PROJECT BENCHMARK #2: PK NAIL @ EDGE OF

PAVEMENT (732.72' AMSL)

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N

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CH46-433

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LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


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ALGONQUIN IL

PUBLIC WORKS

LS-2

LEGAL DESCRIPTION

NUMBER 35002507, DO HEREBY DECLARE THAT THE PLAN SHOWN HEREON IS A

ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35002507

I, FRANK BRADKE, AN ILLINOIS PROFESSIONAL LAND SURVEYOR

GIVEN UNDER MY HAND AND SEAL THIS DAY OF A.D., 2006

CORRECT REPRESENTATION OF A WORK PERFORMED AT AND UNDER MY DIRECTION.

ACCESS AND UTILITY EASEMENT SHOWN HEREON.THIS PLAN WAS PREPARED FOR THE LEASE SITE,

MY LICENSE EXPIRES NOVEMBER 30, 2006

FRANK BRADKE

12th

COUNTY OF KANE

STATE OF ILLINOIS) SS)

)

JULY

P.O.B OF LEASE AREA

P.O.C

P.O.B OF UTILITY EASEMENT

S 86°23'50" W 40.00'

N 00°00'00" E 6.57'

N 86°23'50" E 40.00'

N 0

0°25

'07"

W 3

2.00

'

S 0

0°25

'07"

E 3

2.00

'

N 00°00'00" E 11.44'

AND

BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF STATE ROUTE 31 WITH THE NORTH LINE SECTION 3, TOWNSHIP 42 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN; THENCE SOUTH 13 DEGREES 42 MINUTES EAST ALONG SAID CENTERLINE, 64.8 FEET; THENCE SOUTH 88 DEGREES 12 MINUTES EAST ALONG A LINE THAT IS PARALLEL WITH THE NORTH LINE OF SECTION 3 AFORESAID, 51.8 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROUTE 31 AFORESAID; THENCE SOUTHERLY ALONG SAID RIGHT-OF-WAY LINE OF STATE ROUTE 31 AFORESAID; THENCE SOUTHERLY ALONG SAID RIGHT-OF-WAY LINE, 70.0 FEET FOR THE PLACE OF BEGINNING; THENCE SOUTH 88 DEGREES 12 MINUTES EAST ALONG A LINE THAT IS PARALLEL WITH THE NORTH LINE OF SECTION 3 AFORESAID 118.5 FEET; THEN SOUTH 13 DEGREES, 37 MINUTES EAST, 70.0 FEET; THENCE NORTH 88 DEGREES 12 MINUTES WEST, PARALLEL WITH THE NORTH LINE OF SECTION 3 AFORESAID, 118.80 FEET TO THE AFORESAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROUTE 31; THENCE NORTHERLY ALONG SAID RIGHT-OF-WAY LINE, 70.0 FEET TO THE PLACE OF BEGINNING, SITUATED IN DUNDEE TOWNSHIP, KANE COUNTY, ILLINOIS. PIN NOS. A PORTION OF 03-03-142-017 AND 03-03-152-016 AND BEING THE SAME PROPERTY CONVEYED TO FOREST PRESERVE DISTRICT OF KANE COUNTY, A MUNICIPAL CORPORATION FROM THE ELGIN NATIONAL BANK, ELGIN, ILLINOIS A CORPORATION BY TRUSTEES DEED-INDIVIDUAL DATED MAY 7, 1985, AND RECORDED JUNE 25, 1992 IN INSTRUMENT NO. 92K45876, AND FURTHER CONVEYED TO THE VILLAGE OF ALGONQUIN, A MUNICIPAL CORPORATION FROM THE FOREST PRESERVE DISTRICT OF KANE COUNTY, A MUNICIPAL CORPORATION BY QUITCLAIM DEED DATED OCTOBER 30, 2000, AND RECORDED NOVEMBER 13, 2000 IN INSTRUMENT NO. 2000K090182TAX PARCEL NO. 03-03-152-023

PARCEL TWO. EASEMENT FOR INGRESS AND EGRESS CREATED BY WARRANTY DEED RECORDED AUGUST 23, 1976 AS DOCUMENT NO. 1375326 FOR THE BENEFIT OF PARCEL ONE OVER THAT PART OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 42 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOW A: COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION WITH THE CENTER LINE OF STATE ROUTE 31; THENCE SOUTH 13 DEGREES 42 MINUTES EAST ALONG SAID CENTER LINE, 64.8 FEET; THENCE SOUTH 88 DEGREES 12 MINUTES EAST ALONG A LINE THAT IS PARALLEL WITH THE NORTH LINE OF SAID SECTION 170 0 FEET, THENCE SOUTH 13 DEGREE 42 MINUTES EAST, 65.4 FEET; THENCE SOUTH 13 DEGREES 37 MINUTES EAST, 73 6 FEET, THENCE SOUTH 12 DEGREES 06 MINUTES EAST 68.25 FEET, THENCE SOUTH 10 DEGREES 12 MINUTES EAST, 74.25 FEET, THENCE SOUTH 88 DEGREES 12 MINUTES EAST PARALLEL WITH THE NORTH LINE OF SAID SECTION AFORESAID, 140.4 FEET, THENCE NORTH 11 DEGREES 29 MINUTES WEST TO THE NORTH LINE OF SAID NORTHWEST QUARTER FOR THE POINT OF BEGINNING, THENCE SOUTH 11 DEGREES 29 MINUTES EAST 415 FEET, THIS LINE HEREINAFTER REFERRED TO AS LINE "A"; THENCE SOUTH 88 DEGREES 12 MINUTES EAST PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION TO A LINE DRAWN PARALLEL WITH AND 60 FEET EASTERLY OF, MEASURED AT RIGHT ANGLES THERETO, LINE "A" AFORESAID; THENCE NORTH 11 DEGREES 29 MINUTES WEST 415 FEET TO THE NORTH LINE OF SAID NORTHWEST QUARTER; THENCE NORTH 88 DEGREES 12 MINUTES WEST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING (EXCEPT THE NORTH 64 FEET THEREOF, MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF SAID QUARTER SECTION, AND ALSO THAT PART LYING SOUTHERLY OF THE SOUTHERLY LINE EXTENDED EASTERLY OF PARCEL ONE), IN THE TOWNSHIP OF DUNDEE, KANE COUNTY, ILLINOIS.

PARCEL THREE: EASEMENTS FOR INGRESS AND EGRESS CREATED BY GRANT RECORDED MARCH 14, 1989 AS DOCUMENT NO 1962368 FOR THE BENEFIT OF PARCEL ONE, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE NORTH 64 FEET, MEASURED AT RIGHT ANGLES TO THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 42 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, AND DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THENORTH LINE OF SAID SECTION WITH THE CENTER LINE OF STATE ROUTE 31, THENCE SOUTH 13 DEGREES 42 MINUTES EAST ALONG SAID CENTER LINE OF SAID SECTION WITH THE CENTER LINE 64.8 FEET, THENCE SOUTH 8 DEGREES 12 MINUTES EAST ALONG A LINE THAT IS PARALLEL WITH THE NORTH LINE OF SECTION, 170 0 FEET, THENCE SOUTH 13 DEGREES 42 MINUTES EAST, 65 4 FEET, THENCE SOUTH 13 DEGREES 37 MINUTES EAST, 73.6 FEET; THENCE SOUTH 12 DEGREES 06 MINUTES EAST 68.25 FEET, THENCE SOUTH 10 DEGREES 12 MINUTES EAST, L74 25 FEET; THENCE SOUTH 88 DEGREES 12 MINUTES EAST PARALLEL WITH THE NORTH LINE OF SAID SECTION AFORESAID, 140 4 FEET, THENCE NORTH 11 DEGREES 29 MINUTES WEST TO THE NORTH LINE OF SAID NORTHWEST QUARTER FOR THE POINT OF BEGINNING, THENCE SOUTH 11 DEGREES 29 MINUTES EAST 415 FEET, THIS LINE HEREINAFTER REFERRED TO AS LINE "A", THENCE SOUTH 88 DEGREES 12 MINUTES EAST PARALLEL WITH THE NORTH LINE OF SAID QUARTER SECTION T A LINE DRAWN PARALLEL WITH AND 60 FEET EASTERLY OF, MEASURED AT RIGHT ANGLES THERETO, LINE "A" AFORESAID; THENCE NORTH 11 DEGREES 29 MINUTES WEST 415 FEET TO THE NORTH LINE OF SAID NORTHWEST QUARTER; THENCE NORTH 88 DEGREES 12 MINUTES WEST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING IN THE TOWNSHIP OF DUNDEE, KANE COUNTY, ILLINOIS. PERMANENT REAL ESTATE INDEX NUMBER 03-02-152-014

PARCEL ONE: THAT PART OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 42 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION WITH THE CENTER LINE OF STATE ROUTE 31; THENCE SOUTH 31 DEGREES 42 MINUTES EAST ALONG SAID CENTER LINE, 64.8 FEET, THENCE SOUTH 88 DEGREES 12 MINUTES EAST ALONG A LINE THAT IS PARALLEL WITH THE NORTH LINE OF SECTION, 170 0 FEET, THENCE SOUTH 13 DEGREES 42 MINUTES EAST, 65.4 FEET; THENCE SOUTH 13 DEGREES 37 MINUTES EAST, 73.6 FEET, THENCE SOUTH 12 DEGREES 06 MINUTES EAST, 68.25 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 10 DEGREES 12 MINUTES EAST 74.25 FEET, THENCE SOUTH 88 DEGREES 12 MINUTES EAST, PARALLEL WITH THE NORTH LINE OF SAID SECTION AFORESAID, 140.4 FEET; THENCE NORTH 11 DEGREES 29 MINUTES WEST, 71.0 FEET; THENCE NORTH 87 DEGREES 16 MINUTES WEST, 138.2 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF DUNDEE, KANE COUNTY, ILLINOIS.

LEGAL DESCRIPTIONPARENT PARCEL

AND BEING THE SAME PROPERTY CONVEYED TO MARLENE CUCHNA FROM JOSEPH THOMAS JACOB BY WARRANTY DEED DATED NOVEMBER 22, 2002, AND RECORDED DECEMBER 5, 2002 IN DEED BOOK 2002, PAGE 160891. TAX PARCEL NO. 03-02-152-014

AND

THAT PART OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 42 NORTH, RANGE 8 EAST OF THE THIRD MERIDIAN DESCRIBED AS FOLLOWS:COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION 3 WITH THE CENTERLINE OF STATE ROUTE 31; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE 133.11 FEET; THENCE EASTERLY ALONG A LINE FORMING AN ANGLE 74 DEGREES 30 MINUTES 59 SECONDS TO THE LEFT WITH THE PROLONGATION OF THE DESCRIBED COURSE 167.11 FEET; THENCE EASTERLY ALONG A LINE FORMING AN ANGLE OF 100 DEGREES 44 MINUTES 48 SECONDS WITH THE LAST DESCRIBED COURSE 145.51 FEET TO A POINT ON THE WESTERLY LINE OF ALAN DRIVE, SAID POINT BEING THE PLACE OF BEGINNING; THENCE SOUTHEASTERLY 104 DEGREES 53 MINUTES 48 SECONDS ALONG SAID WESTERLY LINE 302.90 FEET; THENCE EASTERLY ALONG A LINE FORMING AN ANGLE OF 102 DEGREES 24 MINUTES 37 SECONDS WITH THE LAST DESCRIBED COURSE 208.64 FEET TO A POINT ON THE WESTERLY SHORELINE OF THE FOX RIVER; THENCE NORTHEASTERLY ALONG SAID WEST LINE 278.70 FEET TO A POINT ON A LINE OF SECTION 3; THENCE WESTERLY AND PARALLEL WITH SAID NORTH LINE 265.86 FEET TO A POINT ON THE EASTERLY LINE OF ALAN DRIVE; THENCE NORTHWESTERLY 64 +/- FEET TO THE PLACE OF BEGINNING, BEGIN SITUATED IN KANE COUNTY, ILLINOIS.

LEGAL DESCRIPTIONPARENT PARCEL

LEGAL DESCRIPTIONT-MOBILE LEASE AREA

COMMENCING AT THE SOUTHWEST CORNER OF THE AFOREDESCRIBED PARENT PARCEL: THENCE

N 00°00'00" W 6.57'; TO THE POINT OF BEGINNING, THENCEN 86°23'50" E 40.00'; THENCEN 00°25'07" W 32.00'; THENCES 86°23'50" W 40.00'; THENCES 00°25'07" E 32.00' TO TERMINATE AT THE POINT OF BEGINNING CONTAINING 1280.00 SQUARE FEET, ALL CONTAINED WITH KANE COUNTY, ILLINOIS.

COMMENCING AT THE SOUTHWEST CORNER OF THE AFOREDESCRIBED PARENT PARCEL: THENCE

N 00°00'00" W 11.44'; TO THE POINT OF BEGINNING, THENCES 86°35'42" W 13.72'; THENCES 83°48'59" W 309.81'; THENCEN 09°31'53" E 8.00'; THENCEN 83°48'59" E 318.35'; THENCEN 86°35'42" E 16.48'; THENCES 00°25'07" E 8.00' TO TERMINATE AT THE POINT OF BEGINNING CONTAINING 2997.54 SQUARE FEET, ALL CONTAINED WITH KANE COUNTY, ILLINOIS.

LEGAL DESCRIPTIONNEW T-MOBILE UTILITY EASEMENT

NEW 32'X40' T-MOBILE

LEASE AREA

025 7

RF NAA

RK

DKEJ.

B

GERSI T

DERE

S I

OETAT L NOI

S

LI

S

SS

A

O

A DOI

OR

ER

E

LL

PF

N

UR

Y

N

V

F

X X X X X X X

X X X X X X X

3'-0"

10'-10" TO C

ENTER

O

F TOW

ER

8'-2" TO CENTER

OF TOWER

6'-11"

5'-0"12'-0"

16'-7"

6'-6"

7'-11"

2'-8"

3'-0"

NEW 40'-0" T-MOBILE LEASE AREA

NE

W 32'-0" T-M

OB

ILE LE

AS

E A

RE

A

1'-7"

6'-4"2'-9"13'-9"

A-1

ENLARGED SITE PLAN

ENLARGE SITE PLANSCALE: 1/4" = 1'-0" (1/4" = 2'-0" IF 11 X 17 SHEET SIZE)1 W

NW

SWS

ENE

N

SE

AZIMUTH: 0°SECTOR A

SECTOR CAZIMUTH: 240°

SECTOR BAZIMUTH: 120°

NEW 8-FTWIDE UTILITYEASEMENT

EXISTING GRASS AREA

NEW 120-FT HIGH MONOPOLE

NEW 6'-4" x 13'-9" STEEL PLATFORM W/ NEW STEEL LADDER TO BE FURNISHED & INSTALLED BY GC

NEW T-MOBILE ANTENNA MOUNTW(6) NEW PANEL ANTENNAS TO BE LOCATED AT 120.0' CENTERLINE ELEVATION; FURNISHED BY GENERAL CONTRACTOR

GC TO REMOVE EXISTING TREES

AS NEEDED

NEW 6'-0" HIGH T-MOBILE ICE BRIDGE TO BE FURNISHED BY T-MOBILE & INSTALLED BY GENERAL CONTRACTOR.

NEW UTILITY RACK W/ NEW TELCO DEMARCATION, 200A, 120/240V METER BASE, LIGHT AND PPC CABINET FURNISHED & INSTALLED BY GENERAL CONTRACTOR. (PPC CABINET FURNISHED BY T-MOBILE.)


NEW GRAVEL COMPOUND

INSIDE FENCED AREA

EXISTING GRAVEL

ENTRANCE

EXISTING UNDERGROUND WATER LINE PROTECT DURING CONSTRUCTION

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

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SEWER LINE

NEW CHAINLINK FENCE TO MATCH HEIGHT OF EXISTING FENCE. TO BE FURINSHED & INSTALLED BY GC

NEW 12FT WIDE CHAIN-LINK FENCE GATE

(1) PRIMARY & (2) FUTURE S12000 T-MOBILE OUTDOOR CABINETS, FURNISHED BY T-MOBILE & INSTALLED BY GC

EXISTING MANHOLE

PROPERTY LINE

EXISTING CHAINLINK FENCE

PROPERTY LINE

NEW CHAINLINK FENCE TO MATCH HEIGHT OF EXISTING FENCE. TO BE FURINSHED & INSTALLED BY GC

T/ FINISH GRADE

ELEV.=732.0'

MATCH EXISTINGELEVATION

T/ CONC. PIERS

ELEV.= 734.00' (TYP.)

MATCH EXISTING

ELEVATION

MATCH EXISTING

ELEVATION

MATCH EX

ISTING

ELEV

ATION

MATCH EXISTING

ELEVATION

MATCH EXISTING

ELEVATION

MATCH EXISTING

ELEVATION

T/ CONC. PIER

ELEV.= 732.80'

A-2

SITE ELEVATION

SITE ELEVATIONSCALE: 1/8"= 1'-0" (1/8"=2'-0" IF 11X17 SHEET SIZE)

1

4 ENLARGED SITE ELEVATIONSCALE: N.T.S.

NEW T-MOBILE MOUNT w/(6) NEW PANEL ANTENNAS TO BE

LOCATED AT 120-FT CENTERLINE ELEVATION; FURNISHED BY T-MOBILE, INSTALLED BY GENERAL

CONTRACTOR.(STRUCTURAL ANALYSIS BY OTHERS)

NEW STEEL STEP-BOLTS & SAFETY LINE FOR TOWER CLIMBING.

ENLARGED ANTENNA ELEVATION DETAILSCALE: N.T.S.2

CL OF NEW T-MOBILE ANTENNAS ELEV. ±120'-0" (AGL)

EXISTING GRADE

NEW 6-FT HIGH PANEL ANTENNA (TYP.)

12'-0"

NEW ANTENNA MOUNTING PIPE (TYP.)

NOTE:

1- ROUTING SHALL BE INSIDE NEW MONOPOLE - GENERAL CONTRACTOR TO FURNISH & INSTALL ALL NECESSARY HARDWARE FOR COAX ROUTING.

NEW T-MOBILE 6'-4"X13'-9" STEEL PLATFORM TO BE FURNISHED & INSTALLED BY GENERAL CONTRACTOR.

FUTURE BTS PRIMARY BTS

NEW T-MOBILE COAX CABLES TO BE FURNISHED BY

T-MOBILE, INSTALLED BY GENERAL CONTRACTOR.

CONTRACTOR TO UTILIZE ENTRY PORT FOR ROUTING OF

COAX CABLES TO ANTENNA ELEVATION

6" MIN. COMPACTED GRAVEL BASE FURNISHED & INSTALLED BY GC.

NEW LOWER GROUND BARA-2

NEW PRIMARY & FUTURE S12000 T-MOBILE OUTDOOR CABINETS, FURNISHED BY T-MOBILE, INSTALLED BY GENERAL CONTRACTOR.

SEE DETAIL 4

TOP OF STRUCTURE w/LIGHTNING RODELEV. ±124'-0" (AGL)

NEW PRIMARY & FUTURE S12000 T-MOBILE OUTDOOR CABINETS,

FURNISHED BY T-MOBILE, INSTALLED BY GENERAL CONTRACTOR.

FUTURE BTS


NEW 120'-0" HIGH MONOPOLE w/4-FT HIGH LIGHTNING ROD; FURNISHED BY T-MOBILE, INSTALLED BY GENERAL CONTRACTOR.

NEW 6'-0" HIGH T-MOBILE ICE BRIDGE TO BE FURNISHED BY

T-MOBILE & INSTALLED BY GENERAL CONTRACTOR.

3

GC TO VERIFY FINAL HOOKUP LOCATIONS w/T-MOBILE ENGINEER, RF ENGINEER & NETOPS PRIOR TO INSTALLATION.

COAX DETAILSCALE: 1"=1'-0" (1"=2'-0" IF 11X17 SHEET SIZE)

NEW UTILITY RACK WITH NEW TELCO DEMARCATION BOX, 200A, 120/240V METER BASE, LIGHT AND PPC CABINET FURNISHED & INSTALLED BY GC (PPC CABINET TO BE FURNISHED BY T-MOBILE)

NEW UTILITY RACK WITH NEW TELCO DEMARCATION BOX, 200A, 120/240V METER BASE, LIGHT AND PPC CABINET FURNISHED & INSTALLED BY GENERAL CONTRACTOR (PPC CABINET TO BE FURNISHED BY T-MOBILE)

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

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NEW CHAINLINK FENCE TO MATCH HEIGHT OF EXISTING FENCE. FURNISHED & INSTALLED BY GC

PLINTH

0'-0"± (AGL)731.80' (AMSL)

1'-0"± (AGL) (*)732.80' (AMSL)

TOP OF TOWER FOUNDATION

NOTE (*): THE 1'-0" (AGL) ELEVATION IS BASED ON A WORST CASE SCENARIO. GC SHALL CONSULT WITH ACTUAL SITE SPECIFIC FOUNDATION DRAWINGS FOR FOR EXACT TOP OF FOUNDATION ELEVATION DIFFERENCE. IF NO FOUNDATION DRAWINGS ARE PRESENT AT THE TIME OF THE PRE-CON -- GC SHALL NOTIFY T-MOBILE AND ENGINEER IMMEDIATELY!

2.8'± (AGL)(*)734.00' (AMSL)

TOP OF PIER FOUNDATION

EXISTING GRADE 0'-0"± (AGL)731.80' (AMSL)

1'-0"± (AGL) (*)732.80' (AMSL)

TOP OF TOWER FOUNDATION

NEW T-MOBILE STEEL LADDER TO BE FURNISHED

& INSTALLED BY GC

ANTENNA DETAILS

A-3

NEW T-MOBILE MOUNT w/ (6) NEW PANEL ANTENNAS TO

BE MOUNTED @ 120-FT CENTERLINE ELEVATION,

FURNISHED & INSTALLED BY GENERAL CONTRACTOR.

AZIMUTH: 0°

AZIMUTH: 240°SECTOR C

AZIMUTH: 120°SECTOR B

SECTOR A

GENERAL CONTRACTOR TO LABEL EACH ANTENNA FRONT & BACK W/ BLACKLETTERING AS SHOWN IN ANTENNA PLATFORMELEVATION. LETTRASET BRAND, 3" HIGH, OUT-DOOR LETTERING OR APPROVED EQUAL, TOBE USED. LETTERING TO BE VISIBLE FROMGROUND USING BINOCULARS.

NOTES:

ANTENNA SCHEDULE

SECTOR A B C

ANTENNA MODEL No.

DOWNTILT BRACKET MODEL No.

ANTENNA MFR.

AZIMUTH

DOWNTILT BRACKET

DOWNTILT BRACKET

0° 120°

INITIAL ANTENNAS PER SECTOR 2

DOWNTILT BRACKET

240°

CONTRACTOR TO VERIFY WITH T-MOBILE PROJECT MANAGER ON VERTICAL & HORIZONTAL SEPARATION BETWEEN DIRECTIONAL ANTENNAS & ANTENNA TYPE WITH NUMBER OF COAX RUNS

A2R2R4R3R1

A1

B3B1

B1

B2

B4B2C1

W3

W1

W4

W2

C2

ANTENNA ORIENTATIONN.T.S.1

MECHANICAL DOWNTILT 0° 0° 0°

NOTES:

NEW T-MOBILE ANTENNA AZIMUTH TO BE FROM TRUE NORTH.

FRONT BACK

TX2 / RX DIVERSITY

TX4

TX3

TX1 / RX MAIN

A1 A1 A2

NOTES:

COAX SCHEDULE SINGLE COAX RUN

FIELD FABRICATE BTS JUMPERS*

C

B

A

SECTOR

150'-0"7/8" ~MAIN COAX

*

ANTENNA JUMPER

BTS JUMPER

MAIN COAX

BTS JUMPER

LNA JUMPER TO COAX 1/2" ~

1/2" ~

1/2" ~

1/2" ~

ANTENNA JUMPER

BTS JUMPER

MAIN COAX

LNA JUMPER TO COAX

1/2" ~

1/2" ~

1/2" ~

6'-0"

8'-0"

*8'-0"

3'-0"

3'-0"

6'-0"

*8'-0"

FUNCTION

ANTENNA JUMPER

LNA JUMPER TO COAX

1/2" ~

1/2" ~

DIAMETER

3'-0"

6'-0"

LENGTH

NEW LNA FOR RX ANTENNAS

NEW PANEL ANTENNA

ANTENNA MOUNTING PIPE

1/2" COAX JUMPERS

COAX CABLES TO BTS

ANTENNA DETAIL1"= 1'-0" (1"=2'-0" IF 11X17 SHEET SIZE)2

NEW 3'-0" JUMPER

DOWNTILT ASSEMBLY REQUIRED FOR ALL PANEL TYPE ANTENNAS

NOTE:LNA'S CONNECTED TOANTENNAS: - A1 & A2 - B1 & B2 - C1 & C2

1

A2

E

W

S

SW

SE

N

NW NE

TAPE RINGS MUST BE VISIBLE (WITH BINOCULARS) FROM

COAX CABLE AND JUMPERS SHALL BE MARKED AT BOTH THE TOP AND THE BOTTOM, 10" FROM EACH END.

GROUND AND BE COLORED IN ACCORDANCE WITH THEABOVE TABLE.

NOTES:

2)

1)

TX2/ RX DIVERSITY

TX2/ RX DIVERSITY

TX2/ RX DIVERSITYC TX1/ RX MAIN

TX3TX4

B TX1/ RX MAIN

TX3TX4

TX4TX3

2 REDA2SECONDARY

1 WHITE2 WHITE

4 WHITE3 WHITE

C1MAINSECONDARYRESERVERESERVE

C1C2

C2

2 BLUE1 BLUE

4 BLUE3 BLUE

MAIN

RESERVERESERVESECONDARY

B1B2

B2B1

RESERVERESERVE

A1A2

3 RED4 RED

MAIN COAX COLOR CODE SCHEDULESECTOR

A

FUNCTION

TX1/ RX MAIN

COLORREFERENCE

MAIN

ANTENNA

A1 1 RED

EMS

RR6519-02DP

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

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7/8" ~

7/8" ~

2 2

EMS EMS

RR6519-02DP

RR6519-02DP

150'-0"

150'-0"

PLINTH COVER PLATE

4" PVC PIPE (3" LONG)

LIQUID TIGHT RUN TO ALPHA + BETA (TYP.2)

6"X6" NEMA 3R PULL BOX TO BE FURNISHED & INSTALLED BY GC

BETA PLINTH & WITH (2) RUNS LIQUID TIGHT TO ALPHA + GAMMA

CABINETS

NEW PULL BOX

ALPHABETAGAMMA

GROUND BAR PLINTH (TYP.)

NOTE: JUMPER CABLE TO BE USED

A-4

LNA DETAILS

BETWEEN FEEDER AND LNA

FEEDER

3' JUMPER CABLE

LNA

NOTE: 1. LNA TO BE INSTALLED BY GENERAL CONTRACTOR

ANTENNA MOUNTINGBRACKET

6' JUMPER CABLE TO COAXCABLE FEEDER

3' JUMPER

NEW LNA FOR RXANTENNAS.

2 1/2" DIA. PIPEGALV. 54" LG.

JUMPER BRACKET

NEW 6'-0" JUMPER

NEW LNA FOR RXNEW 3'-0" JUMPER

LNAGALV.

42"

54" LG.

MFG:EMS(REFER TO COAX CHART)

ANTENNA

3' JUMPER CABLE

6' JUMPER CABLE

TMA

JUMPERSPOWER CABLE

ALARM CABLEPDUFEEDER

CIN CABLE

RF CABLE TO BTS

SYSTEM OVERVIEWSCALE: NTS5 HOSE CLAMP MOUNTING

SCALE: NTS6PANEL ANTENNASCALE: NTS4

JUMPERSSCALE: NTS1 LNA LOCATION

SCALE: NTS2 4" NIPPLE DETAILSCALE: NTS3

4" THREDED STEEL NIPPLE W/ LOCK NUT

MOUNTING BASE (INTERIOR)

UNIVERSAL PLATES

MOUNTING BASE (EXTERIOR)

4" MIN. SPACING BETWEEN CABINETS REQUIRED

MOUNTING BASE (EXTERIOR)UNIVERSAL PLATES

MOUNTING BASE (INTERIOR)

ANTENNA MAST PIPE

LNA

HOSE CLAMP(LNA MOUNT TO PIPE)

HOSE CLAMP(LNA MOUNT TO PIPE)

NOTES: 1. PIPE MOUNTING HARDWARE SUPPLIED WITH LNA KIT2. LNA'S NOT MOUNTED ON PIP MOUNTS, HARDWARE TO BE PROVIDED BY GENERAL CONTRACTOR.

NEW PULL BOX W/LIQUIDTIGHT RUN TO EACH BTS (A,B,G)SCALE: NTS7

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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STYMIELOCK DETAIL

WOVEN WIRE FENCE

CLEARANCE1 1/2" MAX

FROM GRADE

DIAGONAL ROD W/

SE

E P

LAN

FO

R H

EIG

HT

TERMINAL OR PULL POSTWOVEN WIRE CORNER, GATE,

12"

1" C

RO

WN

3'-3

"

3'-6

"

FROM GRADE

TENSION WIRE

FINISH GRADE

1 1/2" MAXCLEARANCE

BOTTOM

TYPICALELEVATION

CORNER, TERMINAL OR PULL POST

1'-0

" BA

RB

ED

WIR

E

L C

BARBED WIRE

TOP BRACE RAIL

STRETCHERBAR

3 STRANDS

WIRE

BOTTOM

BARBED WIRE

TENSION

RAIL

HORIZONTAL RAILS

TENSION WIRE

TOP

WOVEN WIRE SWING GATE, DOUBLE

GATE MOUNTING

WIRE FENCE

TYPICAL SECTION

LINE POST FOOTING0'-12"

FACILITY SIDE

RAIL

8'-0

" (U

NO

)

EXTERIOR

WIRETENSION

SIDE

1" C

RO

WN

ARMSEXTENSION

TOP45°

CHAIN LINK FENCE

3'-6

"

FIN. GRADE

ALL AROUND (TYP)GROUND AND SLOPEPROJECT 1" ABOVE

TOP STRAND OF BARBED WIRE

CHAIN LINK FENCETOP OF

FENCE MOUNTING

MOUNTING BRACKET

AND PRODUCTS(773) 463-7010

#WPA-3, TRUELINK FENCE

GATE POST

EXTERIOR

GATE LATCH

OR EQUIVALENTSTYMIELOCK

(773) 463-7010

WIRE FENCE

FENCE POST

INTERIOR

#WPA-2, TRUELINK FENCEMOUNTING BRACKET

AND PRODUCTS

14. ALL HARDWARE TO BE HOT DIP GALVANIZED.

13. PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE (IF APPLICABLE).

12. ALL WOOD FENCE RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER (IF APPLICABLE).

2. LINE POST: 2 1/2"Ø SCHEDULE 40 PIPE PER ASTM-F1083.

7. TENSION WIRE: 7 GA. GALVANIZED STEEL.

A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG

3. GATE FRAME: 1 1/2"Ø SCHEDULE 40 PIPE PER ASTM-F1083.

AND LOCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MTA.

11. HEIGHT = SEE SITE PLAN FOR HEIGHT

(INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900)

8. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH W/ FABRIC 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS.

9. GATE LATCH: 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH

6. TIE WIRE: MINIMUM 9 GA. GALVANIZED STEEL AT POSTS AND RAILS

5. FABRIC: 9 GA. CORE WIRE SIZE 2 1/4" MESH, CONFORMING TO ASTM-A392.

1. GATE POST, CORNER, TERMINAL OR PULL POST 2 1/2"Ø SCHEDULE 40 FOR GATE WIDTHS UP THRU 6 FEET OR 12 FEET FOR DOUBLE SWING

10. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE

4. TOP RAIL & BRACE RAIL: 1 5/8"Ø SCHEDULE 40 PIPE PER ASTM-F1083.

GATE PER ASTM-F1083.

GATE POST

COMPLIED IF REQUIRED.

RINGS SPACED MAX 24" INTERVALS.

TYPICAL FENCING NOTES

GENERAL NOTES

1. NO SCREENING SHALL INTERFERE WITH SIGHT REQUIREMENTS FOR SAFE INGRESS AND EGRESS.

2. WEED CONTROL FABRIC SHALL BE USED UNDER ALL AREAS OF THE YARD & DRIVE

3. DURING CONSTRUCTION, GENERAL CONTRACTOR WILL CONFORM TO THE INDIANA STANDARD PROCEDURES FOR EROSION CONTROL BASED ON "THE INDIANA PROCEDURES FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL MANUAL", LATEST EDITION.

4. CONTRACTOR TO VERIFY LOCATION OF EXISTING BELOW GRADE UTILITIES PRIOR TO CONSTRUCTION.

DETAIL "B" POST FOOTING

CORNER, GATE ANDLINE POST FOOTING

FINISHGRADE

(MIN

.)3'

-6"

GATE CORNER & LINE POST12'-0"

3'-3

"C

HAM

FER

1"

TRUSS ROD

2 1/2" DIA. (2 3/8" O.D. LINE POST)3" DIA. (2 7/8" O.D. GATE POST)3" DIA. (2 7/8" O.D.) CORNER POST

12'-0

" (M

AX

.)

SEE DETAIL "B"

SEE DETAIL "B"

1 NEW CHAIN LINK FENCE DETAILS & NOTESSCALE: NTS

FENCE DETAILS

A-5

4"

1"

MUSHROOM CAP DETAIL

MAX.

CENTER GATE STOPEMBEDDED IN CONC

1'-0"

1" CROWN (TYP.)

1-1/2"

2'-6

"

PLUNGER BAR

W/STEEL TURNBUCKLE

15. ALL MATERIALS ARE FURNISHED, DELIVERED & INSTALLED BY CONTRACTOR.

LOCK PROVIDED BY GC

3'-0"

DOUBLE SWING GATE - CLR OPNGWIDTH VARIES (SEE PLANS)

GATESNOW

CENTER GATE STOPEMBEDDED IN CONCRETE

GATE FRAME

FINISH GRADE

1 1/2"(MAX)

TOP

STRETCHER

W/STEEL DIAGONAL ROD

TURNBUCKLE

BAR

TENSION WIRE

BRACE RAILAT GATE

L GATE POSTC

6'-0

"4'-0

"

PLUNGER BAR

15"

WITH LOCKGATE LATCH

SEE DETAIL "B"

BARBEDWIRE

L C GATE

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

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TTIHR C

EXISTING GRADE

DRIVEWAY WIDTH (SEE SITE PLAN)

2%2%

9" BASE COURSE (6" BREAKER RUN, 3"- 1 1/2")COMPACTED TO 95% MOD. PROCTOR

EXCAVATE FOR AGGREGATEBASE COURSE

NOTE: 1. EXCAVATED MATERIAL SHALL BE REMOVED AND DEPOSITED OFF-SITE2. GRADE DRIVEWAY PARKING AREA & TOWER COMPOUND @ 2% SLOPE TO PROVIDE DRAINAGE

CROWN ACCESS ROAD @ 2%

FENCED IN COMPOUND SEE SITE PLAN

NOTES:

F1. REMOVE TOP 6 - INCHES OF GRADE ROM COMOUND.P2. SCARIFY TOP 6 - INCHES AND COMPACT SUBGRADE.

GEOTEXTILE FABRICWEED BARRIER TOBE PLACED UNDERGRAVEL. MIRAFI 500XOR APPROVED EQUAL

SCARIFY TOP 6" ANDCOMPACT SUBGRADE

6" CRUSHED STONEOVER WEED BARRIER

PROPOSED CHAINLINK FENCE

1'-0"

6"

1'-0"

EXTEND GRAVEL 1'-0" BEYOND FENCE LINE, TYP.NOT TO EXCEED LEASE AREA

2% SLOPE 2% SLOPE

1'-6

" MIN

.2'

-0" M

IN.

6"

6'-0" MAX.

LINE

FLOW

WELDED WIRE ORCHICKEN WIREFENCING

SEDIMENT CONTROL FABRIC ATTACHEDUSING "HOG RINGS" OR PLASTIC TIES

COMPACTED SOILBACKFILL

KEY 8"- 12" OF FABRIC INTO TRENCH

"LUGGED-U" OR "T" STEELFENCE POST (TYP.)

GRAVEL ACCESS ROAD AND PARKING AREA DETAILSCALE: N.T.S.2

SOIL EROSION CONTROLSCALE: N.T.S.1

3 SITE COMPOUND GRAVEL DETAILSCALE: N.T.S.

A-6

GENERAL CONTRACTOR SHALL PROVIDE AT HIS/HER OWN EXPENSE ANY AND ALL SOIL EROSION CONTROL MEASURES/FENCING AROUND ALL AREAS THAT HAVE A GRADE IN EXCESS OF 5% OR WHERE THERE IS POTENTIAL FOR SOIL EROSION AND SOIL RUN-OFF DURING THE CONSTRUCTION PHASE OF THE PROJECT

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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A.US

TTIHR C

4" VERTICAL FACE

FLOW

EMBEDDING DETAILSCALE: N.T.S.

ANCHORING DETAILSCALE: N.T.S.

SILT FENCE DETAILSCALE: N.T.S.

ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE(2) REBAR, PICKETS OR

(2) 2"X2" STAKES DRIVEN 6" TO 12" INTO GROUND

WIRE OR NYLON BOND BALES PLACED ON CONTOUR OR AROUND STRUCTURE

GEOTEXTILE FABRIC

FABRIC ANCHORAGE TRENCH, BACK FILL W/ TAMPED NATURAL BOIL

FLOW

6''

6" MIN

METAL OR WOOD POST OR STAKE

NOTE: DEPENDING UPON CONFIGURATION ATTACH FABRIC TO STEEL POSTS W/ TIE WIRES, WOOD POSTS W/ NAILS.

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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A-7

2

1

3

1'-4"

6" 10"

4'-0

"±

2'-0

"

8" 8"

10"

1'-4"

1'-0" 1'-0"

1'-9

"

7"L5"x3"x3/8" x5 1/2 LONG, W/ (2) 1/2" A325 BOLTS PER CONNECTION

1/41/4

3'-6

"

EQ

UA

L

1/4 2-12

C.L. "W" BEAM

GRATING (AS SHOWN ON PLAN)

TOE PLATE1/4"x4"xCONT.

EQ

UA

L

"W" SEE PLAN

HSS 2.375 x 0.154 STEEL POST@ 4'-0" O.C. MAX

HSS 1.66 x 0.14 STEEL RAIL

TYP.

TYP.

HSS 1.66 x 0.14 STEEL RAIL

3'-6

" (M

IN.)

VA

RIE

S2'

-0"(

MIN

.)

13'-9"

NEW SUUPORT CONCRETE PIER. (SEE PIER DETAILS ON THIS PAGE)

6'-4

"

3'-0

"3'

-4"

3'-5" 3'-5" 3'-5" 3'-5"

USE 1" STEEL GRATING "McNICOLS (SGW)" OR EQUAL (STANDARD BEARING BAR 1"x3/16" @ 15/16" O.C.)

4'-6"

2"

4'-6"

2"

4'-6"

13'-10"

W10x22

W10x22

W10x22

W10

x22

W10

x22

NEW (3) T-MOBILE EQUIPMENT CABINETS

PLINTH UNDER BTS CABINET (TYP.)

(2) L

5x5x

5/16

L5x5

x5/1

6

L5x5

x5/1

6

L5x5

x5/1

6

L5x5

x5/1

6

(2) L

5x5x

5/16

(2) L

5x5x

5/16

10"

2'-0

"

EQUIPMENT PLATFORM &STRUCTURAL NOTES

S-1

E

W

S

SW

SE

N

NW

NE

1 EQUIPMENT PLATFORM SCALE: 1/2" = 1'-0" (1/4"= 1'-0" IF 11X17 SHEET SIZE)

4.7 STEEL BAR GRATING SHALL BE STANDARD BEARING BAR GRATE TYPE GW-125 WITH 1 1/4"x3/16" @ 1 3/16" O.C. BEARING BARS AS MANUFACTURED BY McNICHOLS (1-800-237-3820) OR EQUAL. USE STANDARD J-BOLTS AND CLIPS FOR ATTACHMENT. GRATING SADDLE CLIP FASTENERS SHALL BE ASTM A570 GRADE 36 WITH MIN. THICKNESS OF 14 GA. SELF TAPPING GRATING FASTENERS BOLTS MIN. THICKNESS OF 14 GA. SELF TAPPING GRATING FASTENERS BOLTS SHALL BE STAINLESS STEEL PER ASTM A240, TYPE 410.

4.12 GRATING SHALL BE MIN. 1" x 3/16" WELDED STEEL WITH BEARING BARS AT 1 3/16" C.C, GALVANIZED, PROVIDE BANDING AT CUT EDGE OF BEARING BARS. GRATING SHALL BE SECURED TO STRUCTURAL STEEL WITH TYPE C SADDLE CLIPS, MIN. 14 GA, AND SELF TAPPING SCREWS. PROVIDE A MINIMUM OF 12 SADDLE CLIPS PER GRATING PANEL.

4.0 STRUCTURAL STEEL NOTES

4.8 GUARD RAILS, LADDERS AND STAIRS SHALL BE CONSTRUCTED IN ACCORDANCE WITH OSHA AND LOCAL REQUIREMENTS.

4.6 THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.

4.5 ALL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER UP.

4.4 ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO LAWS D1.1 "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING ELECTRODES SHALL BE E70XX.

4.3 ALL BOLTS (OTHER THAN ANCHOR BOLTS), NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325. ALL BOLTS SHALL BE 3/4 INCH DIAMETER, MINIMUM. BOLTS USED IN LATERAL LOAD RESISTING CONNECTIONS SHALL BE FRICTION TYPE, DESIGNED FOR INDICATED FORCES WITHOUT STRESS INCREASES.

4.2 ALL STRUCTURAL STEEL PLATES, SHAPES AND BARS SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. COLD FORMED TUBING SHALL CONFORM TO ASTM A500 GRADE B. PIPES SHALL CONFORM TO ASTM A53 GRADE B. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 OR ASTM A36.

4.1 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITION.

4.10 MINIMUM SHEAR CAPACITIES: PROVIDE AT LEAST ONE HALF OF THE UNIFORM LOAD CARRYING CAPACITY OF THE BEAM WITH THE ASSUMPTION OF FULLY BRACED COMPRESSION FLANGE.

4.11 THE DEPTH OF A SIMPLE SHEAR CONNECTION SHALL NOT BE LESS THAN ONE HALF OF THE NOMINAL DEPTH OF THE BEAM. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO (2).

4.9 A. ALL STEEL SHALL BE HOT DIPPED GALVANIZED. B. FIELD TOUCH UP ALL DISTURBED SURFACES WITH ZINC REACH PAINT. C. GRIND ALL WELDS ON HANDRAILS TO A SMOOTH FINISH.

3. ATTACH CABINETS DIRECTLY TO STRUCTURAL STEEL PER MANUFACTURER RECOMMENDATIONS BUT NOT LESS THAN ONE 1/2" Ø BOLT AT EACH CORNER.

4.13 STAIR TREADS SHALL BE ABLE TO SAFELY SUSTAIN 100 PSF LIVE LOAD OR A CONCENTRATED LOAD OF 300 LBS, APPLIED ON A 4 SQUARE INCHES AREA, WHICHEVER PRODUCES THE GREATER STRESSES.

6.0 SHOP DRAWINGS

6.1. SHOP DRAWINGS, UNLESS OTHERWISE NOTED, SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATIONS.

6.2. PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE DRAWINGS THAT HE HAS REVIEWED THEM.

6.3. SHOP DRAWINGS SHALL BE FURNISHED FOR ALL STRUCTURAL COMPONENTS. ALL SUBMITTALS TO BE TWO (2) SETS PRINTS AND ONE (1) SET REPRODUCIBLES ONLY.

NOTES:

2. USE MASONRY BITS FOR DRILLING & NO CUTTING/DAMAGING OF REBARS IS ALLOWED

1. ALL EXISTING DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



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5 PIER ELEVATIONSCALE: 1/2" = 1'-0" (1/4"= 1'-0" IF 11X17 SHEET SIZE)

SECTIONSCALE: N.T.S.6 7 SECTION

SCALE: N.T.S.

1.1 DESIGN REQUIREMENTS PER 2003 INTERNATIONAL BUILDING CODE

2.6 EQUIPMENT CABINET WEIGHT (3) S12000: 53" W x 25" D x 75" H

WIND PRESSURE ON ANTENNAS & MOUNTING MEMBERSWIND PRESSURE ON PLATFORM

2.1 DEAD LOAD OF BAR GRATE

2.7 TRUST ON HANDRAILS

2.2 WIND PRESSURE

2.3 PLATFORM LIVE LOAD 2.5 SNOW LOAD

2.0 DESIGN LOADS

1.0 APPLICABLE CODES

10 PSF

1212 LBS

PER TIA/EIA-222-F

50 PLF HORIZONTAL & VERTICAL ON TOP RAILOR200 LB CONCENTRATED LOAD IN ANY DIRECTION

100 PSF30 PSF

30 PSF

3.5 THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BY THE ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE ENGINEER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

3.6 ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS AND AMBIGUITIES, IN THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PLANS AND/OR SPECIFICATIONS WILL BE CORRECTED, OR A WRITTEN INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY THE ENGINEER BEFORE THE AFFECTED WORK PROCEEDS.

3.1 STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS OF ALL DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW.

3.2 NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.

3.3 THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR SHALL FURNISH ALL TEMPORARY BRACING AND/OR SUPPORTS REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES.

3.0 GENERAL NOTES

3.4 DO NOT SCALE THESE DRAWINGS, USE DIMENSIONS.

MEET OR EXCEED THE FOLLOWING CODES AND STANDARDS (LATEST EDITION) -DESIGN......................................................ACI 318 -CONSTRUCTION.....................................ACI 301 -DETAILING...............................................CRSI MANUAL OF STANDARD PRACTICE USE CLASS "B" FOR SPLICES UNLESS NOTED -REINFORCING STEEL.........................ASTM A615 GRADE 60, DEFORMED ASTM A706 IF BARS ARE TO BE WELDED -MIXING.......................................................ASTM C94. READY MIX CONCRETE -AIR ENTRAINMENT...............................ACI 318 AND ASTM C-260 -AGGREGATE...........................................ASTM C33 AND C330 (FOR LT. WEIGHT)

CONCRETE STRENGTH AT 27 DAYS SHALL BE 4000 PSI MINIMUM

DO NOT FIELD BEND OR WELD TO GRADE 60 REINFORCING STEEL.

PROVIDE IR ENTRAINED CONCRETE WITH AIR CONTENT OF 5 % TO 7%FOR ALL CONCRETE EXPOSED TO EARTH OR WEATHER.

MAXIMUM AGGREGATE SIZE: -3/4" FOR FOOTINGS, WALLS, BEAMS, SLABS AND COLUMNS. -3/8" FOR CONCRETE TOPPING.

DO NOT USE IN ADMIXTURE, WATER OR OTHER CONSTITUENTS OF CONCRETE WHICH HAS CALCIUM CHLORIDE.

MINIMUM COVER FOR REINFORCING STEEL UNLESS INCREASED COVER IS NECESSARY TO MEET FIRE RATING INDICATED: -CAST AGAINST AND EXPOSED TO EARTH...............................................3" -EXPOSED TO EARTH AND WEATHER #11 TO #6 BARS........................2" -EXPOSED TO EARTH AND WEATHER #5 AND SMALLER..............1 1/2" -INTERIOR EXPOSURE, BEAMS AND COLUMNS.....................................1 1/2" -INTERIOR EXPOSURE, SLABS, WALLS AND JOISTS...........................3/4"

5.0 CONCRETE NOTES

2 SECTIONSCALE: 3" = 1'-0" (1 1/2"= 1'-0" IF 11X17 SHEET SIZE)

SECTIONSCALE: 3" = 1'-0" (1 1/2"= 1'-0" IF 11X17 SHEET SIZE)3

SECTIONSCALE: 3" = 1'-0" (1 1/2"= 1'-0" IF 11X17 SHEET SIZE)4

SECTIONSCALE: 1" = 1'-0" (1"= 2'-0" IF 11X17 SHEET SIZE)8 9 SECTION

SCALE: 1/2" = 1'-0" (1/2"= 2'-0" IF 11X17 SHEET SIZE) 10 SECTIONSCALE: 1/2" = 1'-0" (1/2"= 2'-0" IF 11X17 SHEET SIZE)

EXP. 11-30-06

IS

ER

LI

M.OR

K

0NL

WA

YAAM

TAT

JJW

E F0

O

I

I

NE1

ARL

23

TUCST R

4

U

NUMBER G

CE

NE

DS

SLI

NIE

X

X

E-1

ELECTRICAL SITE PLAN

1 ELECTRIC & TELCO SITE PLAN SCALE:1"= 300' ( 1"=600' IF 11X17 SHEET SIZE)

AMPS INTERRUPTING CAPACITY

BASE TRANSMISSION SYSTEM

POWER PROTECTION CABINET

GLOBAL POSITIONING SYSTEM

PERSONAL COMMUNICATION SYSTEM

ELECTRICAL METALLIC TUBING

ABBREVIATIONS

PPCRIGID GALVANIZED STEEL

UNDERGROUND WATERSTORM SEWER

UNDERGROUND GAS

UWSS

RGSTYPUG

TYPICAL

DISC DISCONNECT SWITCHDRAWINGELECTRICAL

OVERHEAD

GENERATORGENGND

O/HGPS

PCS

GROUND

ELECDWG

EMT

BARE COPPER WIRE

AMERICAN WIRE GAUGE

BCW

CBTS

CABCONDUITCABINET

AICAWG

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

TESTS AND EXAMINATION WORK PRIOR TO THE

SERVICE CONDUIT LENGTH (TO PPC CABINET ONLY- EXCLUDING LENGTH FOR 1" CONDUITS TO BTS CABINETS)

TELCO

ELECTRIC

GROUNDING

METER IS REMOVED FROM THE SOCKET.

LABEL ALL ELECTRICAL EQUIPMENT PER T-MOBILE

PROVIDE T-MOBILE WITH ONE SET OF COMPLETE ELECTRICAL

SO THAT SERVICE WILL NOT BE INTERRUPTED WHEN A

ALL ABOVE GROUND CONDUITS AND BUSHING SHALL BE RGS.

DEVICES MUST INCLUDE HORN TYPE BY-PASS PROVISION ALL SINGLE- PHASE SELF- CONTAINED METER CONNECTION

"AS-BUILT" DRAWINGS AT THE COMPLETION OF THE JOBSHOWING ACTUAL ROUTINGS AND WIRING CONNECTIONS.

12.)

SPECIFICATIONS.

11.)

9.)

10.)

ORDERING OF THE ELECTRICAL EQUIPMENT AND

NEMA, NFPA, AND "UL" LISTED.

EQUIPMENT & DISCREPANCIES.

ELECTRICAL PLANS, DETAILS, AND DIAGRAMS ARE

THE AMOUNT AND LOCATION OF EQUIPMENT.

ENGINEER LISTING ALL MALFUNCTIONS, FAULTY

20,000 AIC WHERE APPLICABLE.

THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED

ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT

ALL MATERIALS SHALL BE MANUFACTURED IN ACCORDANCEWITH APPLICABLE STANDARDS ESTABLISHED BY ANSI,

SHALL HAVE A MINIMUM INTERRUPTING RATING OF

DAMAGED IN THE COURSE OF THE ELECTRICAL WORK.PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN

AS REQUIRED BY UBC, NEC, T-MOBILE, AND ALL APPLICABLE

THE ACTUAL CONSTRUCTION. CONTRACTOR SHALLISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE

DIAGRAMMATIC ONLY. FIELD CONDITIONS DICTATE

LOCAL CODES.

7.)

8.)

6.)

4.)

5.)

NOTE:* THE CONDUIT LENGTH GIVEN IS BASED ON THE DRAWING +10'THE EXACT LENGTH TO BE VERIFIED IN FIELD. GC TO VERIFY LENGTHS AFTER COORDINATING W/ SERVICE UTILITY COMPANIES.

490' ±

490' ±

500' ±

FUSED DISCONNECT SWITCH

NEW UTILITY POLE

METER BASE

SYMBOLS


M

ALL ELECTRICAL MATERIALS, EQUIPMENT AND INSTALLATION PROCEDURES

NATIONAL ELECTRIC CODE, LATEST EDITION .

CONTRACTOR SHALL PERFORM ALL VERIFICATION

TO CONFORM WITH LOCAL JURISDICTION REQUIREMENTS.

GENERAL ELECTRICAL NOTES1.)

2.)

3.)

CODES AND STANDARDS

NATIONAL ELECTRICAL CODE

NATIONAL FIRE PROTECTION ASSOCIATIONUNDERWRITERS LABORATORIES, INC.INTERNATIONAL BUILDING CODEBUILDING OFFICIAL AND CODE ADMINISTRATORS

AMERICAN NATIONAL STANDARDS INSTITUTE

NEMA

ULNFPA

IBCBOCA

NECANSI

ENLARGED ELECTRIC & TELCO PLANSCALE: 3/8"=1'-0" (3/8"=2'-0" IF 11 X 17 SHEET SIZE)2

(1) NEW ELECTRICAL CONDUITS FROM PPC TO BTS CABINETS (APPROXIMATE DISTANCE= 30')

NEW CONDUIT STUB-UPS

NEW UTILITY RACK WITH NEW TELCO DEMARCATION, 200A 120/240V 1Ø,

3W METER SOCKET, LIGHT AND PPC CABINET, FURNISHED & INSTALLED

BY GC. (PPC CABINET TO BE FURNISHED BY T-MOBILE)

W

NW

SW

S

ENE

N

SE


NEW PRIMARY & FUTURE S12000 T-MOBILE OUTDOOR CABINETS,

FURNISHED BY T-MOBILE, INSTALLED BY GENERAL CONTRACTOR.NEW T-MOBILE 6'-4"X 13'-9"

STEEL PLATFORM TO BE FURNISHED & INSTALLED BY

GENERAL CONTRACTOR.

(6) NEW T-MOBILE PANEL ANTENNAS TO BE LOCATED AT

120' -0" CENTERLINE ELEVATION: FURNISHED BY

T-MOBILE & INSTALLED BY GENERAL CONTRACTOR

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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TTIHR C

GC TO ROUTE UNDERGROUND TELCO & ELECTRIC CONDUITS FROM EXISTING

UTILITY POLE/PEDESTAL TO PRIMARY BTS (TELCO) & TO NEW PPC CABINET (POWER).

GC TO ROUTE NEW BELOW GRADE ELECTRIC & TELCO UTILITIES USING

DIRECTIONAL BORING.

EXISTING MANHOLE

EXISTING PINE LINE

NEW 8-FTWIDE UTILITY EASEMENT

GC TO ROUTE UNDERGROUND TELCO & ELECTRIC CONDUITS FROM EXISTING

UTILITY POLE/PEDESTAL TO PRIMARY BTS (TELCO) & TO NEW PPC CABINET (POWER).

GC TO ROUTE NEW BELOW GRADE ELECTRIC & TELCO UTILITIES USING

DIRECTIONAL BORING.

W

NW

SW

S

ENE

N

SE

EXISTING GRAVEL

DRIVEWAY

EXISTING MANHOLE


SEWER LINE




EXISTING MANHOLE

EXISTING UNDERGROUND SEWER LINE


(1) NEW ELECTRICAL CONDUITS FROM PPC TO BTS CABINETS (APPROXIMATE DISTANCE= 25')

(1) NEW ELECTRICAL CONDUITS FROM PPC TO BTS CABINETS

(APPROXIMATE DISTANCE= 35')

NEW T-MOBILE STEEL LADDER TO BE FURNISHED

& INSTALLED BY GC

UTILITY DETAILS

E-2

ELECTRIC & TELCO SINGLE-LINE DIAGRAMSCALE: N.T.S.1

NOTES:1.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROPERTY OWNER & NECESSARY UTILITY COMPANIES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES PRIOR TO BEGINNING CONSTRUCTION SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES.2.) CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR.3.) CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS FOR DEPTH, SIZE & SEPARATION OF CONDUIT PRIOR TO INSTALLATION . NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES4.) CONTRACTOR TO CALL J.U.L.I.E. (800) 892-0123 48 HRS. PRIOR TO EXCAVATING FOR UNDERGROUND UTILITY LOCATIONS. SURROUNDING EXCAVATED AREA MUST BE PRIVATELY LOCATED FOR NONPUBLIC UTILITIES.

CONDUCTOR NOTES:1. ALL CONDUCTORS SHALL BE COPPER

2. ALL WIRING SHALL BE COPPER WITH THHN/THWN DUAL RATED 600 VOLTS INSULATION.3. CONDUCTORS SHALL BE 12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE.4. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED.

SERVICE EQUIPMENT NOTES:1. SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT TO

WITHSTAND RATING THAT IS EQUAL TO OR EXCEEDS THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SUPPLY TERMINAL. THE INSTALLATION SHALL BE FREE FROM ANY SHORT CIRCUITS AND GROUNDS.2. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 80 M.P.H. WIND SPEED, EXPOSURE C.3. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS.4. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF ELECTRICAL WORK.

CONDUIT NOTES:1. HWGC SHALL BE USED WHEN INSTALLED IN OR

UNDER CONCRETE SLABS, IN CONTACT WITH EARTH, OR EXPOSED ABOVE GRADE.2. EMT SHALL BE USED ONLY FOR INTERIORS RUNS AND SHALL HAVE COMPRESSION TYPE FITTINGS.3. SEAL TIGHT, FLEXIBLE CONDUIT MAY BE USED WHERE CODE PERMITS. ALL CONDUIT SHALL HAVE FULL SIZE EQUIPMENT GROUND WIRE.4. PVC SHALL BE SCH 405. SERVICE CONDUITS SHALL HAVE NO MORE THAN (3) -90° BENDS IN ANY SINGLE RUN. THE CONTRACTOR SHALL PROVIDE PULL BOXES AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE CONDITIONS.6. SERVICE CONDUIT SHALL BE AT A MINIMUM DEPTH OF 42".7. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUIT SHALL HAVE A MINIMUM 24" RADIUS SWEEPS TO EQUIPMENT, PULL BOXES, MONOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED BY UTILITY COMPANIES.

UTILITY COORDINATION NOTES:1. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER

UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY SERVICE PLANNERS AND OBTAIN ALL SERVICE REQUIREMENTS AND INCLUDE COSTS FOR SUCH IN HIS BID.2. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO HE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR.3. PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL SERVICE IS EFFECTED.

CONDUIT MATERIAL SCHEDULE:UNLESS NOTED OTHERWISE, ALL CONDUIT RUNS SHALL CONFORM TO THE FOLLOWING :1.) ALL ABOVE GRADE, EXTERIOR CONDUITS SHALL BE RGS.2.) ALL BELOW GRADE HORIZONTAL CONDUITS SHALL BE PVC 3.) ALL BELOW GRADE 3" Ø & 45" BENDS SHALL BE PVC W/THREADED CONNECTIONS.4.) ALL BELOW GRADE TO ABOVE GRADE RISERS SHALL BE PVC W/THREADED CONNECTIONS.5.) SEAL TIGHT FLEXIBLE CONDUIT MAY BE USED WHERE CODE PERMITS.

CONTRACTOR TO FURNISH AND INSTALL ALL CIRCUIT BREAKERS TYPE " SQUARE - D" HACR, MINIMUM 22,000 AIC RATING

TOTAL = 26.18 KVA = 109 AOTHER = 24.78 KVALIGHTING = 0.0 X1.25 = 0.0 KVA

NOTE:

4.13

0.4

LOADS PER PHASE

PANEL 'L'

GFI RECEPTACLE = 1.4 KVA

TYPE: 22,000 AIC

VOLTAGE: 120/240 1 PHASE

TOTALS

- - -

- - -

BTS 3

BTS 2

REMARKS

4.13

-6 - 7

-

26

6

26

-

5

3

60

160

16.52 9.66

4.13

4.13

4.13

4.13

1. Ø

CIR

CU

IT

PO

LES

WIR

E

AMPS

BREAKER

A B

BUS: 200 A

TELCO GFI RECEPTACLE12

6

6

8 20 --

6 20

4 90

2 60

1

-

2

SERVICE LIGHT

PRIMARY BTS

SERVICE LIGHT

WIR

E

MOUNTING: SURFACE

LOCATION: PPC MINI CABINET

AMPS

CIR

CU

IT

PO

LES

BREAKER REMARKS

NOTES:1. ALL CONDUITS & CONDUCTORS FURNISHED AND INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE.2. SEE SINGLE-LINE DIAGRAM FOR UTILITY CONDUITS & CONDUCTOR SIZES.3. ALL UTILITY LOCATIONS AND CONNECTIONS TO BE VERIFIED WITH T-MOBILE REPRESENTATIVE. 4. BELLOW GRADE CONDUITS FROM PPC-CABINET TO BE RGS FROM ELBOW TO STUB-UP.

NEW T-MOBILE NEMA 3R, 200 AMP OUTDOOR POWER DISTRIBUTION CENTER (PPC)

FINISHED GRADE

A A A

RISER DIAGRAM LEGEND:B

E

CD

F

(1) 1/2" RGS FOR ALARM

(1) 2" RGS w/ (3) 3/Ø, (1) #4 AWG CU. THHN

(3) 1" RGS w/ (3) #6 AWG CU. THHN & (2) PULL STRINGSA

(1) 1/2" CONDUIT w/ #6 AWG SERVICE GROUND

ELECTRICAL CONDUITS SHALL TRANSITION TO SEALTIGHT AT BTS BASE ENTRY TO PREVENT WIRING CONTACT WITH CONCRETE AND SHARP CABINET EDGES. GC TO CAP & SEAL ALL FUTURE CONDUITS. ALL MATERIALS FURNISHED & INSTALLED BY GC

MATERIALS NOTES:

(1) 4" RGS w/ (6) 6 PAIRS TELCO & (2) PULL STRINGS

GC TO FURNISH & INSTALL ALARM CABLES BETWEEN PPC & PRIMARY BTS CABINETS

ROUTE RGS SCH. 40 CONDUIT BELOW GRADE FROM THE PPC TO THE TO THE DISCONNECT -- ALL CONDUITS BELOW PAVED SURFACED SHALL BE SCH. 80. ALL EXPOSED EXTERIOR CONDUITS SHALL BE RGS SCH. 40 AND INTERIOR CONDUITS (I.E. ROOFTOPS) MAY BE SUBSTITUTED BY EMT.

TELCO SHALL BE 6-PAIR SHIELDED 24 AWG WIRE, ROUTE FROM THE NEW SMART JACK AND JUNCTION BOX FRAME TO PRIMARY BTS.

D

F

EXISTING SERVICE POLE w/ OVERHEAD SERVICE & TRANSFORMER

OVERHEAD ELEC./TELCO

(1) 6" RGS w/ 350MCM, (1) #4 AWG CU. THHN - see note D

(1) 4" RGS w/ (6) 6 PAIRS TELCO & (2) PULL STRINGS

B

C

D

E

F

G

A

B

C

DCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & VERIFYING THE TYPE OF ELECTRICAL SERVICE AS WELL AS THE ACTUAL CONDUIT DISTANCE TO SERVICE POINT -- GC TO NOTIFY ENGINEER OF DISCREPANCIES IMMEDIATELY -- OTHERWISE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING PHASE CONDUCTORS FROM THE SERVICE POINT TO LOAD CENTER IN ORDER TO COMPLY WITH THE LOCAL BUILDING/ELECTRICAL CODE AS WELL AS THE NEC AND UTILITY COMPANY REQUIREMENTS

E

GC IS RESPONSIBLE FOR COORDINATING & VERIFYING SERVICE CONNECTION POINT AND TELCO DEMARC INSTALLATIONF

GC TO FURNISH & INSTALL NEW SERVICE GROUND @ METER LOCATION IN COMPLIANCE WITH LOCAL ELECTRICAL, NEC & ELECTRICAL UTILITY REQUIREMENTS. GC SHALL AT A MINIMUM INSTALL #6 AWG GROUND WIRE CONNECTED TO A NEW 5/8" COPPER CLAD GROUND ROD

G

PRIMARY BTS CABINET

BTS CABINET #2(FUTURE)

BTS CABINET #3 (FUTURE)

F

FOR LOCATIONS OF SERVICE POINTS - SEE SHT. LS-1

LOOP MIN. 15' SLAG UP SERVICE POLE FOR UTILITY SERVICE CONNECT - ENCLOSE IN POLE PROTECTOR

NEW T-MOBILE 200 AMP, 120/240V, 1Ø, 3W METER SOCKET & DISCONNECT ON NEW H- FRAME

NEW UTILITY H-FRAME FOR T-MOBILE, SEE SHEET E-3 FOR MORE DETAIL.

NEW 200 AMP, 120/240V, 1Ø, 3W NEMA 3R DISCONNECT

G

DISC.200A

SWITCHMETER

8"X10"X12" NEMA 3R PULL BOX

TELCO SMARTJACK INSIDE ENCLOSURE

NEW 8"X10"X12" NEMA 3R PULL BOX FOR FUTURE TELCO BOX

2" CONDUIT BETWEEN PULL BOXES

TO PPC

ATTENTION GC:1.) CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR.2.) CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS FOR DEPTH, TYPE, SIZE & SEPARATION OF CONDUIT PRIOR TO INSTALLATION . NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES3.) CONTRACTOR TO CALL UTILITY LOCATE HOTLINE 48 HRS. PRIOR TO EXCAVATING FOR UNDERGROUND UTILITY LOCATIONS. SURROUNDING EXCAVATED AREA MUST BE PRIVATELY LOCATED FOR NONPUBLIC UTILITIES. 4.) ALL ABOVE GRADE OR WEATHER EXPOSED CONDUITS SHALL BE OF RIGID GALVANIZED CONDUIT!

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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NEW 10-FT RGS SLEEVE ALONG EXISTING POLE

NEW EQUIP. PLATFORM

UTILITY DETAILS

E-3

JOINT UTILITY TRENCH DETAIL1 SCALE: N.T.S.

4"

1'-0

"

3'-6

" MIN

.

SECTION FOR USE UNDER GRASS OR BARE GROUND AREAS

SAND

TELCO CONDUITSEE DWG. E-2 FOR SIZE

ELECTRICAL CONDUIT SEE DWG. E-2 FOR SIZE

12"

CRUSHED LIMESTONE OR GRAVEL

NATIVE SOIL, COMPACTED AS REQUIRED TO PREVENT SETTLEMENT

RESTORE SURFACE COURSE AND BASE COURSE MATERIAL ORIGINAL CONDITION

6" WIDE UTILITY WARNING TAPE (8" TO 12" BELOW GRADE) ENTIRE LENGTH OF TRENCH.

SECTION FOR USE UNDER PAVEMENT OR VEHICLE TRAFFIC AREAS

CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS FOR DEPTH, SIZE & SEPARATION OF CONDUITS PRIOR TO INSTALLATION. NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCEPANCIES.

2.) CONTRACTOR TO CALL UTILITY LOCATES 48 HRS PRIOR TO EXCAVATING FOR UNDERGROUND UTILITY LOCATIONS. LOCATION SURROUNDING EXCAVATED AREA MUST BE PRIVATELY LOCATED FOR NON-PUBLIC UTILITIES.

NOTE:1.)

HE

IGH

T V

ER

IES

, SE

E S

HE

ET

A-2

FO

R M

OR

E IN

FO3'

-6"

3" C

LEA

RA

NC

E

3 WAVEGUIDE POST DETAILSCALE: N.T.S.

1'-3"

12" Ø MIN. CONCRETE PIER.

FINISH SLOPE TO DRAIN

10"

DIAMOND GRIP CHANNEL 2'-0" WIDE ATTACHED WITH J BOLTS

DEPENDING ON ENTRY PORTHEIGHT, FIELD VERIFY)

(PIPE LENGTH MAY VARY3" DIA. (MIN) SCH 40 PIPE

WAVEGUIDE BRIDGE HANGER KIT ANDREW OR APPROVED EQUAL AT 36" O.C. MAX.

8"

MOUNTING BRACKET

GALV. STEEL U-BOLTS WITH LOCK WASHERS

ANDREW OR EQUAL

GALV. STEEL PIPE CAPWAVE GUIDE BRIDGE

3"Ø GALVANIZED STEEL PIPE SCH. 40

6'-0"

3R BREAKER BOX PLAN VIEW DETAIL SCALE: N.T.S.2

NEW NEMA 3R BREAKER BOX WITH 3X60 AMP BREAKERS

NEW POWER METER

UNISTRUT FOR CONDUITS

NEW 12" DIA. CONCRETE SUPPORT PIERS W/42" MIN. DEPTH BELOW GRADE

12"

3R BREAKER BOX (FRONT ELEVATION VIEW) 4 SCALE: N.T.S.

6'-0

"

NEW T-MOBILE POWER

DISTRIBUTION CABINET

NEW POWER METER

UNISTRUT FOR CONDUITS

NEW 12" DIA. CONCRETE

SUPPORT PIERS W/42" MIN. DEPTH

BELOW GRADE


3'-6

" MIN

. OR

FR

OS

T LI

NE


6

CONDUIT TO BTS CABINETS

2"

UNISTRUT FOR CONDUIT SUPPORTUSE APPROVED CONDUIT CLAMPS

CONDUIT FROM UTILITY SERVICE POINTS

"U" BOLT UNISTRUT TO VERTICAL PIPES


1/2" Ø CONDUIT FROM 2Ø AMP BREAKER IN PPC TO LIGHTS

NEW T-MOBILE POWER DISTRIBUTION CABINET, FURNISHED BY T-MOBILE & INSTALLED BY GC.

3" C

LEA

RA

NC

E

3'-6

" MIN

. OR

FR

OS

T LI

NE

12"

UTILITY RACK ELEVATION DETAIL SCALE: N.T.S.

2"

6'-0"

NEW GENERATOR RECEPTACLE

6'-0"

3'-6

" MIN

. OR

FR

OS

T LI

NE

METER &TELCO H-FRAME ( REAR ELEVATION VIEW )

12"

SCALE: N.T.S.5

2"

CONDUIT TO PPC CABINET

3"Ø GALVANIZED STEEL PIPE W/ CAP SCH. 40

"U" BOLT UNISTRUT TO VERTICAL PIPES

POWER METER BASE WITH DISCONNECT

3"

CROUSE-HINDS LIGHT FIXTURE WITH 150 WATTS LAMP SIZE MIN. (TYP. OF 2)

6'-0

"

P1000 UNISTRUT 1-5/8" FOR CONDUIT SUPPORT

CONDUIT FROM UTILITY SERVICE POINTS


3"Ø TELCO CONDUIT TO PRIMARY BTS W/ 1/4" PULL ROPE AND (3) 6 PAIR.USE APPROVED CONDUIT CLAMPS

8"X10"X12" NEMA 3R PULL BOX

2"Ø CONDUIT CONNECTING PULL BOXES

4"Ø TELCO CONDUIT FROM TELCO SOURCE W/ 1/4" PULL ROPE AND (6) 6 PAIR.

TELCO SMARTJACK INSIDE ENCLOSURE

(3) 3/4" Ø SEALTITE(1) 1" SEALTITE &

3'-0

"

16"

3"12

"

*

TO MATCH WITH ELECTRIC METER OR PPC CABINET SUPPORT-CONSULT W/SPECIFIC MFR. CUT SHEETS

*

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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NEW TELCO BOX

_dwgs0610S7S2-W_dwgCS7S2-W

POWER DISTRIBUTION PANEL LOAD DETAILCB # LOAD CENTER # DESCRIPTION

12

3

45

6

-

-

1 & 35 & 7

9 & 11

2 & 4

6 & 810

12

EMERGENCY PWR MAIN

UTILITY PWR MAIN

PRIMARY BTS

BTS # 2 BTS # 3

BLANK

BLANK

SERVICE LIGHTGFI SERVICE RECEPTACLE

gs061005_1.jpg

PPC CABINET DETAILS & BTS INSTALLATION

LAYOUT DETAIL

E-42 SCALE: N.T.S.

CABINET AND BASE LAYOUT DETAILS

53 in (1.35 m)

75 in HEIGHT

WIDTH

2

240 V +/- 10%

25 in (.65 m)

1.80 M

22100 BTU/HOUR

11006 BTU/HOUR

50 A

6500 W

3238 W

DEPTH

FOOTPRINT

VOLTAGE

MAXIMUM WEIGHT

EMPTY WEIGHT

MAIN CIRCUIT PROTECTION

NORMAL HEAT DISSIPATION

MAX. POWER (240V )

MAX. HEAT DISSIPATION

NORMAL POWER

396 lb

1212 LB

20 MCM

-40° to 112° F(-40° to 50° C)

65 DB

100%

38.0 DBM

40.3 DBM

-108 DBM

HUMIDITY

GROUND CABLE

OPERATING TEMPERATURE

MAXIMUM OPERATING

CONNECTOR (H2D)

ANTENNA CONNECTORS

CABINET OUTPUT

RECEIVE SENSITIVITY

OUTPUT PWR AT CAB. ANTENNA

MAX LEVEL OF ACOUSTIC NOISE

1. CONTRACTOR TO SUPPLY ALL HARDWARE AND CONDUCTORS NECESSARY TO BRING A 240 V, 50 AMP SERVICE INTO THE CABINET AND CONNECT THE MAIN.

2. CONTRACTOR IS RESPONSIBLE FOR BONDING THE GROUNDING CONDUCTOR FROM THE CABINET TERMINAL TO THE MASTER GROUND BAR.

3. CONTRACTOR SHALL VERIFY THE ARRANGEMENT OF THE AC MAIN PRIOR TO INSTALLATION OF SERVICE IN THE EVENT THE MODULE IS RECONFIGURED.

4. THE ENTRY PORT USED FOR THE INSTALLATION OF THE POWER AND TELEPHONE ENTRANCE WILL BE SEALED WITH A SILICONE SEALANT AFTER INSTALLATION.

5. CONTRACTOR SHALL MOUNT THE CABINET TO THE BASE UNIT WITH HARDWARE SUPPLIED WITH NORTEL COMPLETION KIT # NTQA70GA, AND SUPPLY THE HARDWARE NEEDED TO ATTACHED THE BASE TEMPLATE AND BASE TO THE MOUNTING PLATFORM.

6. SPECIAL CARE WILL BE TAKEN TO ENSURE AN 8' VERTICAL CLEARANCE ABOVE MOUNTING PLATFORM TO ALLOW FOR MAINTENANCE OF THE BATTERIES AND HVAC UNIT.

7. CONTRACTOR SHALL DETERMINE THE BEST-FIT LOCATION FOR THE POWER AND TELCO ENTRANCES INTO THE BASE UNIT.

8. CONTRACTOR SHALL VERIFY WITH T-MOBILE PROJECT MANAGER TO OBTAIN LATEST MANUFACTURER DRAWINGS & CABINET SPECIFICATIONS.

1. CONTRACTOR RESPONSIBLE FOR OFF LOADING THE CABINET UPON DELIVERY.

2. CONTRACTOR RESPONSIBLE FOR RF CABLING TO THE COMBINERS, RF CABLE SHALL BE COLOR CODED AT THE COMBINER, OUTSIDE OF CABINET, AT TOWER (OR AT CABLE TRAY CONVERGENCE) AND AT ANTENNA.

3. CONTRACTOR IS RESPONSIBLE FOR MOUNTING THE TELCO AND ALARM DEMARCATION BLOCKS AFTER COAX IS PULLED AND CONNECTING PHONE LINE FROM THE SMART JACK.

4. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ROX BOX.

1. 1.5 HOURS OF BATTERY BACKUP IS PROVIDED FOR FULL TRX OPERATION. AN ADDITIONAL 0.5 HOURS IS PROVIDED TOR THE BCF WITHOUT TRX OPERATION.

2. MAXIMUM IS DEFINED AS BATTERIES CHARGING AND HEATERS ACTIVE. AUXILLARY 110 V OUTLET POWER MUST BE ADDED TO THE FIGURE.

3. NORMAL IS DEFINED AS BATTERIES NOT CHARGING AND HEATERS NOT ACTIVE.

TELCO ENTRY

SEE NOTE 7

SEE NOTE 7

POWER ENTRY

INSTALLATION

ROX BOXINTERNAL BATTERIES

CLIMATE UNITS (2 TOTAL)

AC MAIN

HINGED TOP COVER

AIR OUTLET

AIR INLET

THIS SHEET

INFORMATIONDRAWINGS FOR ADDITIONAL

INTERNAL COMPONENTS, SEENORTEL SHOP

AMPLIFIERS

COMBINERS

9' M

IN.

CLE

AR

AN

CE

LEFT DOOR

75" H

SEE DETAIL,

POWER ENTRY

SEE NOTE 753.2"FRONT6"

45.1" 10"

PLATES

UNIVERSAL

HARDWARE

10"

SEE NOTE 7

TELCO ENTRYINSIDE WITH SUPPLIED

HERE, ATTACH ON

REPLACE SIDE PLATE

NOTE: USE SUPER-FLEX 1/2"

JUMPERS FROM CABINET,

MAX FROM ROX BOX

EXTEND JUMPERS 6" TO 8"

FRONT

NOTES:

NOTES:

S12000 SPECIFICATION TABLE

NOTES:

1 SCALE: N.T.S.PPC CABINET DETAILS

53 in (1.35 m)

63 in (1.6 m) HEIGHT

WIDTH

2

240 V +/- 10%

25 in (.65 m)

1.80 M

22100 BTU/HOUR

11006 BTU/HOUR

50 A

6500 W

3238 W

DEPTH

FOOTPRINT

VOLTAGE

MAXIMUM WEIGHT

EMPTY WEIGHT

MAIN CIRCUIT PROTECTION

NORMAL HEAT DISSIPATION

MAX. POWER (240V )

MAX. HEAT DISSIPATION

NORMAL POWER

326.2 lb (148 kg)

1058 LB

20 MCM

-40° to 112° F(-40° to 50° C)

65 DB

100%

38.0 DBM

40.3 DBM

-108 DBM

HUMIDITY

GROUND CABLE

OPERATING TEMPERATURE

MAXIMUM OPERATING

CONNECTOR (H2D)

ANTENNA CONNECTORS

CABINET OUTPUT

RECEIVE SENSITIVITY

OUTPUT PWR AT CAB. ANTENNA

MAX LEVEL OF ACOUSTIC NOISE

S8000 SPECIFICATION TABLE

60.0

25.0

29.5

9.1

25.020.0

50.8

60.0

5.7

21.8

GFCIINTERNAL

RECEPTACLELOCATION

FOR MOUNTING HOLE LOCATION

CENTER PONCH FOR

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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X X X X X X X

X X X X X X X

NEW #2 SOLID, TINNED CU GROUND WIRE(TYP)

CU GROUND WIRE#2/0 GREEN INSULATED

STRUCTURETOWER

FOR EACH COAX GROUND KIT#6 INSULATED WIRES ONE

CU GROUND WIRE#2/0 GREEN INSULATED

FOR EACH COAX GROUND KIT#6 INSULATED WIRES ONE

CONNECT END OF LINE GROUND KITS

TO NEMA

#2 SOLID TINNED GROUND WIRETO GROUND RING, 2 LEADS EACHCONNECTION FROM BTS CADWELDED

TINNED CU GROUND WIRENEW #2 SOLID,

NEW T-MOBILE #2 SOLID,

TO EXISTING SYSTEM

TINNED GROUND WIRE EXOTHERMICLY WELDED

(TYP)

GROUND RODS 5/8" X 10'NEW T-MOBILE COPPER CLAD

3R BREAKERBOX

NEW T-MOBILE

LOWER BUSS

BARS COPPER BUSSTINNED

SPECIFICATIONSAS REQUIRED BY T-MOBILE

EXOTHERMICLYWELDED TO GROUND ROD

CU GROUND WIRE

NEW T-MOBILE #2

CONNECT TO TELCO SERVICE POINT AS REQUIRED

CONNECT TO ELECTRICAL SERVICE POINT PER NATIONAL ELECTRIC CODE

SOLID, TINNED

PVC SLEEVE TOBELOW GRADE

TO LIGHTING ROD

TINNED GROUND WIRE EXOTHERMICLY WELDEDTO EXISTING SYSTEM

NEW T-MOBILE #2 SOLID,

CONNECT TOMONOPOLE FLANGE

#6 LEADS TO COAX GROUND KITS

A-1 B-1 C-1

MONOPOLE SYSTEM GROUNDING DETAILSCALE: N.T.S.2

EG-1

SITE GROUNDING PLAN

FUTURE CONNECTION (10 FT.)

CADWELD OR T-MOBILE APPROVED CONNECTION

GROUND BAR

NOTE: CONTRACTOR SHALL REVIEW SOIL RESISTIVITY REPORT FOR SPECIFIC GROUNDING SYSTEM RECOMMENDATIONS (i.e. XIT GROUND REQUIREMENTS).

5. SPARE LEADS TO GROUND RING FOR FUTURE CABINETS. NOT LESS THAN 4 FEET AND NOT MORE THAN 5 FEET LONG - COILED NEATLY NEAR FUTURE BTS POSITION6. #4 AWG INSULATED STRANDED GROUND WIRE FROM MONOPOLE BOTTOM GROUND BAR TO DESIGNATED SECTOR GROUND BAR AT

3.ATACH TO EXISTING GROUND RING IN FOUR DIFFERENT PLACES SEPARATE EACH CONNECTION BY 3'4. CONNECTIONS FOR POWER CABINET AND BTS - PROVIDE 1 LEAD FOR EACH CABINET (NOT LESS THAN 4 FEET AND NOT MORE THAN 5 FEET

2. FENCE GROUNDING AT ALL CORNER POSTS (CADWELD CONNECTION FROM GROUND RING TO FENCE POST AT CORNERS (CONNECTION TO BE NO

SYMBOLS LEGEND:GROUND WIRE (ABOVE GRADE)

GROUND WIRE (BELOW GRADE)

XIT GROUND ROD

SPARE GROUND WIRE FORGROUND ROD WITH ACCESS

GROUND ROD

(TEST WELL)

LONG TO BE COILED UNDER PLATFORM - FOR USE AND FUTURE USE).

MORE THAN 12 INCHES ABOVE GROUND BUT MUST BE VISIBLE).

1. COPPER CLAD GROUND ROD AS SPECIFIED ABOVE.

TOP OF MONOPOLE

ALL GROUND LEADS DENOTED BY ( ) SHALL BE INSTALLED IN 1/2" SCHEDULE 40 PVC ABOVE GRADE.

ALL CONNECTIONS TO THE GROUND RING, AND PERIPHERAL EQUIPMENT WILL BE MADE VIA CADWELD PROCESS UNLESS OTHERWISE SPECIFIED.GROUND RODS WILL BE 5/8" X 10 FOOT COPPER CLAD NOT LESS THAN 10 FOOT OR MORE THAN 15 FOOT APART.

ALL WIRING USED IN THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE SPECIFIED.

GROUNDING NOTES:

RAW LAND

7. FOR WOOD FENCE APLICATIONS NO GATE OR CORNER POST GROUNDS ARE REQUIRED

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM NEW GROUND RING TO EXISTING GROUND RING W/ VS TYPE CADWELD ( 2 REQUIRED).

6

#2 SOLID TINNED COPPER WIRE FROM GROUND BAR IN PLINTH TO COLLECTION GROUND BAR ( 2 REQUIRED). TYPICAL FOR EACH BTS CABINET.

PLINTH GROUND BAR (SUPPLIED W/ PLINTH)

9

8

7

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM LOWER TOWER GROUND BAR TO NEW GROUND RING ( 2 REQUIRED).

LOWER TOWER COPPER GROUND BAR

5/8" Ø X 10'-0" COPPER CLAD GROUND ROD

GROUND RING, #2 SOLID, TINNED BARE COPPER WIRE. CONSTRUCT RING FROM ONE CONTINUOUS PIECE.

2

GROUND SYSTEM TEST WELL

5

4

3

KEY NOTES:1

#6 AWG STRANDED INSULATED GROUND WIRE FROM GROUNDING KIT TO GROUND BAR ( TYPICAL ALL CABLES)

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM GROUND BAR TO GROUND RING ( 2 REQUIRED)

COPPER GROUND BAR ATTACHED TO ICE BRIDGE

#2 SOLID TINNED, BARE COPPER GROUND WIRE FROM UTILITY POST TO GROUND RING14

#2 SOLID TINNED, BARE COPPER GROUND WIRE FROM PPC MINI CABINET TO GROUND RING

#2 SOLID, TINNED BARE COPPER GROUND WIRE, BOND ICE BRIDGE POST W/ VS TYPE CADWELD. (1 PER POST REQUIRED).

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM ICE BRIDGE TO ICE BRIDGE POST.

EXISTING GROUND RING12

13

11

10

16

17

15

18

19

20

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM H-FRAME POST TO GROUND RING.

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM GROUND RING TO TELCO BOX.

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM GROUND RING TO METER SOCKET.

1 ENLARGED SITE GROUNDING PLANSCALE: 1/4" = 1'-0" (1/4" = 2'-0" IF 11 X 17 SHEET SIZE)

UPPER TOWER COPPER GROUND BAR

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM GROUND RING TO FENCE POLE.

21

E

W

S

SW

SE

N

NW

NE

#2 SOLID, TINNED BARE COPPER GROUND WIRE FROM NEW GROUND RING TO EXISTING GROUND RING (2 REQUIRED).

22

2(TYP.)

NOTE:GROUND BUSS BAR: GC TO INSTALL COPPER GROUND BUSS BAR AT THE END OF THE ICE BRIDGE AT A LOCATION ADJACENT TO THE PRIMARY BTS. BUSS BAR SHALL BE CONNECTED TO GROUND RING WITH TW #2 AWG SOLID TINNED COPPER LEADS. ALL EXPOSED GROUND LEADS SHALL BE ENCASED IN 1/2" FLEXIBLE SEAL TIGHT CONDUIT AND SEALED W/ SILICONE AT EACH END.

1

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

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#2 AWG STRANDED WIRE w/BLACK JACKET FROM FENCE GATE TO FENCE POST

23

3

4

5

7

8 (TYP.) 9

10 (TYP.) 11 (TYP.)

13

15

1617

20

19

18

21

23(TYP.)

(TYP.)

24 #2 SOLID, TINNED BARE COPPER GROUND WIRE FROM STEEL FRAME TO GROUND RING

24(TYP.)

PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES

TYPE PT

TYPE GT

THROUGH CABLE TO TOP OF GROUND ROD

HORIZONTAL SPLICE

SPLICE OF HORIZONTAL CABLES

PARALLEL HORIZONTAL CONDUCTORS

THROUGH CABLE TO GROUND ROD

CABLE DOWN AT 45 ° TO RANGE OF VERTICAL PIPES

TYPE VS

VERTICAL PIPE

CABLE DOWN AT 45 ° TO VERTICALSTEEL SURFACE INCLUDING PIPE

VERTICAL STEEL SURFACE

TYPE VS

TWO HOLE - LONG BARREL LENGTH

TYPE YA-2

COPPER LUGS

BOND JUMPER

TYPE 2-YA-2

FIELD FABRICATEDGREEN STRANDED INSULATED

CADWELD CONNECTIONSOR APPROVED EQUAL

TO FLAT STEEL SURFACE OR HORIZONTAL PIPE

HORIZONTAL STEEL SURFACE

TYPE HS

"C" CONNECTOR

TYPE YGHC

HYPRESS

BURNDY CONNECTIONSOR APPROVED EQUAL

CADWELD DETAILSSCALE: NTS1

LOWER TOWER BUSS & BTS GROUNDING DETAIL SCALE: NTS54 GROUND BAR DETAIL

SCALE: NTS

GROUNDING AT BOTTOM OF MONOPOLESCALE: NTS2

FINISHED GRADE

COPPER WIRE#2 SOLID TINNED

TO GROUND RING (TYP.)

COPPER WIRE

(2 PLACES TYP.)

T/FOUNDATION

#2 SOLID TINNED

TO GROUND RING (TYP.)

HS TYPE CADWELD

~

~

MONOPOLE

ANTENNA FRAME GROUNDING DETAILSCALE: NTS3

EG-2

GROUNDING DETAILS

3. BAR IS TINNED 0.0003" TYP. (0.0002" MIN) THICK.

1"

1/2"

2. BAR STOCK IS 1/4" THICK SOLID COPPER.

1. ALL HOLES ARE COUNTERSUNK 1/16".

1 1/8"

NOTE:

4"

1" 4" 1" 1"

1"

0.4" DIA(50 TYP)

24"

LOWER BAR

1" 1" 1" 1" 1"1"1" 1" 1"

6 1/2"

0.815"

1"1" 4" 1"

9/16" DIA(8 TYP)

1 1/8"

11/16" DIA(2 TYP)

7/8"UPPER TOWER BUSS 7/8"

(2 TYP)11/16" DIA

1 1/8"

(8 TYP)9/16" DIA

1"

1/2"1 1/8"

4"

1" 2"2" 1"

1"

24"

(50 TYP)0.4" DIA

1"1"1" 1"1" 1"1" 1" 1"1"

0.815"

6 1/2"

2"1" 1" 2" 1"

POWER DISTRIBUTION PANEL GROUNDINGSCALE: NTS

3. CONTRACTOR SHALL ENSURE ENCLOSER IS RODENT-PROOF

COMPARTMENT ACCESS COVER SCREWS LOST DURING2. CONTRACTOR SHALL REPLACE MISSING

AFTER INSTALLATION OF CABINET & CONDUITS.

INSTALLATION.

6

PERMANENT ENGRAVED PLASTIC LABELS NOTING1. CONTRACTOR SHALL LABEL CIRCUIT BREAKERS W/

TO GROUND BUSS AT BTS EQUIPMENT

POWER DISTRIBUTION CENTER NOTES

FUNCTION OF BREAKER.

GROUNDING STRIPSUPPLIED

NEUTRAL GROUND

NEUTRAL TERMINAL

OCCURS AT DISCONNECT

POWER

COPPER WIRETO GROUND RING (TYP.)

#2 SOLID TINNED

GROUNDED (NEUTRAL) ENTRANCE CONDUCTOR

SERVICE ENTRANCE GROUNDINGSCALE: NTS7

SERVICE ENTRANCE RACEWAY (TOP OR BOTTOM FEED)

SHALL BE A NEMA 3R ENCLOSURE

IF BOLTED HUB OR SELF BONDING HUB IS USED BOND JUMPER IS NOT REQUIRED (TYP.)

METER SOCKET AND MAIN DISCONNECT ENCLOSURE

NEUTRAL LAY IN LUG SHALL BE INSULATED FROM ENCLOSURE

MAIN SERVICE DISCONNECT

NEUTRAL BUS

GROUND BUS

TO ELECTRICAL ISOLATED GROUND ROD

BOND NEUTRAL AND GROUND BUS AT SERVICE DISCONNECT



CONNECT TO TOWER

#2/O BUSS INTERCONNECT

LIGHTNING ROD IF REQUIRED

#2 AWG GREEN INSULATED, STRANDED GROUND WIRE CONTINUOUS FROM UPPER TOWER GROUND BAR. CONNECT TO LOWER TOWER GROUND BAR.

UPPER GROUND BAR (4"x12" TINNED C.U.)

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

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F0 LLI

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8" DIA. x 42" PVC WITH FEMALE ADAPTER & SCREW ON CAP #MT-C6492

1" WIDE SLOT. TYPICAL FOR 2. EXTEND 2" ABOVE GROUNDRING (8" TYPICAL)

#2 SOLID, BARE, TINNED COPPER GROUNDING CONDUCTOR

EXOTHERMIC WELD(THERMOWELD OREQUIVALENT) DIRECTLY TO TOP OF GROUND ROD

5/8" x 10' COPPER CLADSTEEL GROUND ROD

42" MAX.

#2 SOLID, BARE, TINNED COPPER GROUND RING

MALE SCREW COVER. INSTALLWITH TEFLON LUBRICANT

SUBGRADE

FINISHED GRADE

PVC COLLAR

2"MAX.

EXOTHERMIC WELD(THERMOWELD OR EQUIVALENT). PARALLEL,NO T-WELDS ALLOWED.

EXTERIOR GROUND RING#2 SOLID, BARE, TINNEDCOPPER GROUNDINGCONDUCTOR

JUMPER, #2 SOLID, BARE, TINNED COPPER GROUNDING CONDUCTOR

NO SLAG OR DEFORMITIES ALLOWED

FENCE POST

#2 STRANDED CU. WELDINGCABLE BY MTS #MT-C5915

STAINLESS STEELSELF-TAPPING SCREWS

EXOTHERMIC WELD(THERMOWELD OREQUIVALENT)

FINISHED GRADE

SUBGRADE

#2 SOLID, BARE, TINNED COPPER WIRE. CONNECTTO GROUND ROD OR RINGPER GROUNDING PLAN

#2 SOLID, BARE,TINNED COPPER WIREEXTEND TO OPPOSITEFENCE POST FORBURIED GATE JUMPER

GATE

45 DEG

REES M

IN. BEN

DING

RADIUS (

TYPIC

AL)

#2 SOLID, BARE,TINNED COPPERGROUND RING

5/8" X 10' COPPER CLADSTEEL GROUND ROD

FINISHED GRADE

42" MIN.

15° MAX

SUBGRADE

EG-3

GROUNDING DETAILS

DETAIL OF GATE GROUNDING SCALE: NTS1

5 TIE CONNECTIONSCALE: NTS

GROUND ROD DETAILSCALE: NTS6

TEST WELL DETAILSCALE: NTS2

LIGHTNING ROD DETAILSCALE: NTS

Flat Surface Base

Lightning conductor

Air Terminal - Harger or T-Mobile Approved Equivalent

3

Cable fastener

LIGHTNING ROD CONNECTIONSCALE: NTS4

GROUND BAR DETAILSCALE: NTS7

CAD WELD

GROUND BARON MONOPOLE

#2 AWG FROM DESIGNATEDSECTOR GROUND BAR@ TOP OF MONOPOLE

#6 AWG FROMANTENNA CABLEGROUND KIT

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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LEGEND

1"

2"

ICE BRIDGE SUPPORT POST

VS CADWELD #2 GND WIRE6" ABOVE GRADE FROM POSTTO GND RING

VS CADWELD #2 GND WIREFROM ICEBRIDGE TO POST

ICEBRIDGE

VS CADWELD #2 GND WIRE FROM FENCE POSTTO HORIZONTAL RAILS

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

CONNECT #2 GND WIRE FROMFENCE POST TO TOP RAILWITH APPROVED T-MOBILECONNECTION

CONNECT #2 GND WIRE ATALL HORIZONTAL RAIL SPLICESWITH APPROVED T-MOBILE CONNECTION

GRADE

6"12

"

RING GROUND#2 AWG BCW

CABLE TO RODCONNECTORBURNDY TYPE GAR

CLEAN SAND FILL

#2 AWG BCWPIGTAIL

3'-6

" MIN

.

24"

GROUND ROD COPPERWELD5/8" DIA. X 10'-0" LONG

OR

6" B

ELO

W F

RO

STLI

NE

10" DIA., 42" LONGHARGER CAT. NO. 360P-42

LOOP AS LARGE ASPOSSIBLE TO AVOIDSHARP BEND

STEEL GROUNDWELL COVERHARGER CAT. NO. 10PS

OPTIONAL BARBED WIRE ABOVE CHAIN LINK FENCE (CONFIRM w/SITE PLAN)

1- GROUND BUSS BAR, 1/4"X 4"X 24", CONFIRM w/T-MOBILE PROJECT MANAGER THE APPROVED BUSS MFR. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2- INSULATORS, CONFIRM THE APPROVED BUSS MFR. w/T-MOBILE 3- 5/8" LOCKWASHERS, CONFIRM w/T-MOBILE THE APPROVED BUSS MFR. (NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT) 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR APPROVED EQUIVALENT (CONFIRM w/T-MOBILE THE APPROVED BUSS MFR.) 5- 5/8-11 X 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR APPROVED EQUIVALENT (CONFIRM w/T-MOBILE THE APPROVED BUSS MFR.)

ALTERNATE EQUALS-COMSCOPE, 1/4"X 4"X 14" BUS BAR W/INSULATED HARDWARE-#GB0414IT (CONFIRM w/T-MOBILE THE APPROVED BUSS MFR.)

GROUNDING OF UTILITY RACKSCALE: NTS

ELECTRICAL SERVICE

TELCO SERVICE-ONE SPARE

3

GROUND ALL ABOVEGRADE RGS CONDUIT@ ELECTRIC POST& PPC-MINI CABINET

PPC-MINI CABINETS

ELECTRIC METER

#2 SOLID TINNED COPPER GROUNDWIRE FROM UTILITY CONDUITS TOGROUND RING

GROUND RING

M

RING WITH EXOTHERMIC CONNECTION

ALL ABOVE GRADE RGS CONDUITTO BE GROUNDED TO GROUND

NOTES:1.)

STANDARD GROUND INSPECTION WELLSCALE: NTS2GROUNDING - STANDARD GROUND BAR DETAIL

SCALE: NTS1

STANDARD LUG CONNECTION OF GROUND LEADS TO GROUND BAR DETAILSCALE: NTS6

FENCE POSTS & RAILSSCALE: NTS5ICEBRIDGE & POSTS

SCALE: NTS4

2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON

WIRE (GROUNDED TO GROUND BAR)(STANDARD ANDREW GROUNDING KIT)

AND ALWAYS DIRECT GROUND WIRE DOWNNOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND

TO GROUND BAR.

CABLE GROUND KITWEATHERPROOFING KIT

2 1/2" DIA.

ANTENNA CABLE

MAX.

ANDREW #221213

ALL SURFACES WITH KOPR-SHEILD.TOOTH WASHER BETWEEN LUG AND STEEL. COAT

#6 AWG STRANDED COPPER GROUND

S/S FLAT WASHER

S/S BELLEVILLE WASHER

S/S NUT

BELLEVILLES. COAT ALL SURFACES WITH KOPR-1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING

SHEILD BEFORE MATING.

NOTES:

S/S BOLT (1 OF 2)

S/S FLAT WASHER

COPPER BUSS

STANDARD CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE SCALE: NTS7

GROUNDING DETAILS

EG-4

ALGONQUINCH46-433

CONST.

RF

OPS

PROPERTY

CH46-433

T- MOBILE APPROVALS

LANDLORD APPROVAL

DATE

SIGNATURE

DRAWN BY:

PROJECT NO:



CHICAGO, IL 60631MAIN: (773) 444-5400?


T Mobile




ALGONQUIN IL

PUBLIC WORKS

ONTAE I

expires 11-30-2006

F0 LLI

Y8109

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attachment b - federal communications commission

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