N A 7/16/12 PRELIMINARY REV DATE DESCRIPTION DRAWN BY: … 10/FB2001B - LTE... · 2018. 1. 17. · n n. a. 7/16/12. preliminary. rev. date. description. drawn by: b. rodriguezrodriguez.

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

TITLE SHEET

T1

IMAGE PROVIDED BY MICROSOFT STREETS & TRIPS 2010

IMAGE PROVIDED BY MICROSOFT STREETS & TRIPS 2010

5230 HOLLYWOOD BOULEVARD HOLLYWOOD, FL 33021

LTE OVERLAY

GULF PLAZA FB2001B

DRIVING DIRECTIONS

LOCAL MAP

VICINITY MAP

INDEX OF DRAWINGS

NO.

SHT.

DESCRIPTION

REV.

NO.

T1

TITLE SHEET

C1

NOTES

C2

EXISTING EQUIPMENT PLAN

C3

C4

E1

E2

ELECTRICAL AND GROUNDING NOTES

E3

ROOF PLAN

3

E4

ELECTRICAL ROUTING PLAN

RF DESIGN VERIFICATION

SCOPE OF WORK

DESIGN CRITERIA

PROPERTY SUMMARY

APPLICABLE CODES

CITY OF HOLLYWOOD

ZONING JURISDICTION:

LATITUDE: LONGITUDE:

FOLIO #:

RM-18

ZONING CLASSIFICATION:

CONTACTS

PROPERTY OWNER CONTACT:

APPLICANT

T-MOBILE USA

1300 CONCORD TERRACE

SUITE 200

SUNRISE, FL 33323

LANDLORD:

ADDRESS:

CITY, STATE, ZIP:

FIRST UNION MORTGAGE FUNDING, INC.

3585 SW 31st AVENUE

OAKLAND PARK, FL 33309

LEGAL DESCRIPTION

HOLLYWOOD HILLS 6-22 B LOTS 25,26,27,28 BLK 297

ELECTRICAL DETAILS

EXISTING ANTENNA LAYOUTS

DESIGN BASED ON RFDS VERSION V2. CONTRACTOR SHALL REQUEST CURRENT RFDS PRIOR TO CONSTRUCTION

THE CONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL CONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL CONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AND LOCAL CODES AS ADOPTED BY THE LOCAL AND LOCAL CODES AS ADOPTED BY THE LOCAL LOCAL CODES AS ADOPTED BY THE LOCAL LOCAL CODES AS ADOPTED BY THE LOCAL CODES AS ADOPTED BY THE LOCAL CODES AS ADOPTED BY THE LOCAL AS ADOPTED BY THE LOCAL AS ADOPTED BY THE LOCAL ADOPTED BY THE LOCAL ADOPTED BY THE LOCAL BY THE LOCAL BY THE LOCAL THE LOCAL THE LOCAL LOCAL LOCAL AUTHORITY HAVING JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN HAVING JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN HAVING JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN JURISDICTION (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN (AHJ) OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN OVER THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN OF THE AHJ ADOPTED CODES AND STANDARDS IN OF THE AHJ ADOPTED CODES AND STANDARDS IN THE AHJ ADOPTED CODES AND STANDARDS IN THE AHJ ADOPTED CODES AND STANDARDS IN AHJ ADOPTED CODES AND STANDARDS IN AHJ ADOPTED CODES AND STANDARDS IN ADOPTED CODES AND STANDARDS IN ADOPTED CODES AND STANDARDS IN CODES AND STANDARDS IN CODES AND STANDARDS IN AND STANDARDS IN AND STANDARDS IN STANDARDS IN STANDARDS IN IN IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: FLORIDA BUILDING CODE (FBC) 2010, FIRST PRINTING. ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, 2008 EDITION. MECHANICAL CODE: FBC MECHANICAL CODE 2010. FIRE CODE: 2010 FLORIDA FIRE PREVENTION CODE, LIGHTNING PROTECTION CODE: NFPA 780 EDITION 2004. THE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE THE FOLLOWING STANDARDS. AMERICAN CONCRETE THE FOLLOWING STANDARDS. AMERICAN CONCRETE FOLLOWING STANDARDS. AMERICAN CONCRETE FOLLOWING STANDARDS. AMERICAN CONCRETE STANDARDS. AMERICAN CONCRETE STANDARDS. AMERICAN CONCRETE AMERICAN CONCRETE AMERICAN CONCRETE CONCRETE CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONCRETE, AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION INSTITUTE OF STEEL CONSTRUCTION INSTITUTE OF STEEL CONSTRUCTION OF STEEL CONSTRUCTION OF STEEL CONSTRUCTION STEEL CONSTRUCTION STEEL CONSTRUCTION CONSTRUCTION CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, MANUAL OF STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, MANUAL OF STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, OF STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, OF STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STEEL CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, CONSTRUCTION, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, LRFD 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, 13th EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, INDUSTRY ASSOCIATION (TIA) 222-G, INDUSTRY ASSOCIATION (TIA) 222-G, ASSOCIATION (TIA) 222-G, ASSOCIATION (TIA) 222-G, (TIA) 222-G, (TIA) 222-G, 222-G, 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING STRUCTURES: TIA 607, COMMERCIAL BUILDING STRUCTURES: TIA 607, COMMERCIAL BUILDING TIA 607, COMMERCIAL BUILDING TIA 607, COMMERCIAL BUILDING 607, COMMERCIAL BUILDING 607, COMMERCIAL BUILDING COMMERCIAL BUILDING COMMERCIAL BUILDING BUILDING BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND FOR MEASURING EARTH RESISTIVITY, GROUND FOR MEASURING EARTH RESISTIVITY, GROUND MEASURING EARTH RESISTIVITY, GROUND MEASURING EARTH RESISTIVITY, GROUND EARTH RESISTIVITY, GROUND EARTH RESISTIVITY, GROUND RESISTIVITY, GROUND RESISTIVITY, GROUND GROUND GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR EARTH SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR EARTH SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR SURFACE POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POTENTIALS OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR OF A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR A GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR GROUND SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR SYSTEM, IEEE 1100 (1999) RECOMMENDED PRACTICE FOR IEEE 1100 (1999) RECOMMENDED PRACTICE FOR IEEE 1100 (1999) RECOMMENDED PRACTICE FOR 1100 (1999) RECOMMENDED PRACTICE FOR 1100 (1999) RECOMMENDED PRACTICE FOR (1999) RECOMMENDED PRACTICE FOR (1999) RECOMMENDED PRACTICE FOR RECOMMENDED PRACTICE FOR RECOMMENDED PRACTICE FOR PRACTICE FOR PRACTICE FOR FOR FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY AC POWER CIRCUITS (FOR LOCATION CATEGORY AC POWER CIRCUITS (FOR LOCATION CATEGORY POWER CIRCUITS (FOR LOCATION CATEGORY POWER CIRCUITS (FOR LOCATION CATEGORY CIRCUITS (FOR LOCATION CATEGORY CIRCUITS (FOR LOCATION CATEGORY (FOR LOCATION CATEGORY (FOR LOCATION CATEGORY LOCATION CATEGORY LOCATION CATEGORY CATEGORY CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE"). TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, GR-1275, GENERAL INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, GR-1275, GENERAL INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, GENERAL INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, GENERAL INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, INSTALLATION REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, REQUIREMENTS, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, GR-1503, COAXIAL CABLE CONNECTIONS, ANSI T1.311, COAXIAL CABLE CONNECTIONS, ANSI T1.311, COAXIAL CABLE CONNECTIONS, ANSI T1.311, CABLE CONNECTIONS, ANSI T1.311, CABLE CONNECTIONS, ANSI T1.311, CONNECTIONS, ANSI T1.311, CONNECTIONS, ANSI T1.311, ANSI T1.311, ANSI T1.311, T1.311, T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION.

INSTALLATION OF NEW UNMANNED T-MOBILE TELECOMMUNICATIONS EQUIPMENT AND REPLACEMENT ANTENNAS ON EXISTING ROOFTOP. CONNECTIONS TO EXISTING POWER SUPPLY.

T2

5142-07-07-4220

PROPOSED ANTENNA LAYOUTS

GROUNDING DETAILS

FROM T-MOBILE'S OFFICE, HEAD EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON T-MOBILE'S OFFICE, HEAD EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON T-MOBILE'S OFFICE, HEAD EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON OFFICE, HEAD EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON OFFICE, HEAD EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON HEAD EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON HEAD EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON EAST ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON I-595 TO FLORIDA'S TURNPIKE, HEAD SOUTH ON TO FLORIDA'S TURNPIKE, HEAD SOUTH ON TO FLORIDA'S TURNPIKE, HEAD SOUTH ON FLORIDA'S TURNPIKE, HEAD SOUTH ON FLORIDA'S TURNPIKE, HEAD SOUTH ON TURNPIKE, HEAD SOUTH ON TURNPIKE, HEAD SOUTH ON HEAD SOUTH ON HEAD SOUTH ON SOUTH ON SOUTH ON ON ON TURNPIKE FOR 4.8 MILES TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR FOR 4.8 MILES TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR FOR 4.8 MILES TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR 4.8 MILES TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR 4.8 MILES TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR MILES TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR MILES TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR TO EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR EXIT 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR 49 (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR (HOLLYWOOD BLVD), HEAD EAST ON HOLLYWOOD FOR BLVD), HEAD EAST ON HOLLYWOOD FOR BLVD), HEAD EAST ON HOLLYWOOD FOR HEAD EAST ON HOLLYWOOD FOR HEAD EAST ON HOLLYWOOD FOR EAST ON HOLLYWOOD FOR EAST ON HOLLYWOOD FOR ON HOLLYWOOD FOR ON HOLLYWOOD FOR HOLLYWOOD FOR HOLLYWOOD FOR FOR FOR 1.0 MILES TO SITE ON RIGHT SWIDE OF ROAD.

26° 00' 35.58" N

80° 11' 47.50" W

C5

NORTH ELEVATION

C6

DETAILS

C7

DETAILS

C2.1

PROPOSED EQUIPMENT PLAN

0

0

0

2

0

1

8/23/12

REVISED

DESIGN WIND SPEED:170 MPH (ULTIMATE, 3-SECOND GUST) 170 MPH (ULTIMATE, 3-SECOND GUST) 132 MPH (NOMINAL, 3-SECOND GUST) EXPOSURE:C C RISK CATEGORY:II II OPEN STRUCTURE

2

11/28/12

REVISED

1

2

1

1

1

0

1

2

3

5/17/13

REVISED

3

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

NOTES

T2

GENERAL NOTES

1

SITE WORK NOTES

2

STRUCTURAL STEEL NOTES

3

1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL SERVICES SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL SHALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL BE CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL CONTACTED PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL PRIOR TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL TO THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL THE START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL START OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL OF CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL CONSTRUCTION IN ORDER TO VERIFY THE EXACT LOCATION OF ALL IN ORDER TO VERIFY THE EXACT LOCATION OF ALL IN ORDER TO VERIFY THE EXACT LOCATION OF ALL ORDER TO VERIFY THE EXACT LOCATION OF ALL ORDER TO VERIFY THE EXACT LOCATION OF ALL TO VERIFY THE EXACT LOCATION OF ALL TO VERIFY THE EXACT LOCATION OF ALL VERIFY THE EXACT LOCATION OF ALL VERIFY THE EXACT LOCATION OF ALL THE EXACT LOCATION OF ALL THE EXACT LOCATION OF ALL EXACT LOCATION OF ALL EXACT LOCATION OF ALL LOCATION OF ALL LOCATION OF ALL OF ALL OF ALL ALL ALL EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. THE INSTALLATION OF NEW UTILITIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE SHALL BE PROTECTED AT ALL TIMES. WHERE SHALL BE PROTECTED AT ALL TIMES. WHERE BE PROTECTED AT ALL TIMES. WHERE BE PROTECTED AT ALL TIMES. WHERE PROTECTED AT ALL TIMES. WHERE PROTECTED AT ALL TIMES. WHERE AT ALL TIMES. WHERE AT ALL TIMES. WHERE ALL TIMES. WHERE ALL TIMES. WHERE TIMES. WHERE TIMES. WHERE WHERE WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION BY THE CONSTRUCTION MANAGER. EXTREME CAUTION BY THE CONSTRUCTION MANAGER. EXTREME CAUTION THE CONSTRUCTION MANAGER. EXTREME CAUTION THE CONSTRUCTION MANAGER. EXTREME CAUTION CONSTRUCTION MANAGER. EXTREME CAUTION CONSTRUCTION MANAGER. EXTREME CAUTION MANAGER. EXTREME CAUTION MANAGER. EXTREME CAUTION EXTREME CAUTION EXTREME CAUTION CAUTION CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR EXECUTION OF THE WORK SHALL BE REMOVED AND/OR EXECUTION OF THE WORK SHALL BE REMOVED AND/OR OF THE WORK SHALL BE REMOVED AND/OR OF THE WORK SHALL BE REMOVED AND/OR THE WORK SHALL BE REMOVED AND/OR THE WORK SHALL BE REMOVED AND/OR WORK SHALL BE REMOVED AND/OR WORK SHALL BE REMOVED AND/OR SHALL BE REMOVED AND/OR SHALL BE REMOVED AND/OR BE REMOVED AND/OR BE REMOVED AND/OR REMOVED AND/OR REMOVED AND/OR AND/OR AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE OF THE WORK, SUBJECT TO THE APPROVAL OF THE OF THE WORK, SUBJECT TO THE APPROVAL OF THE THE WORK, SUBJECT TO THE APPROVAL OF THE THE WORK, SUBJECT TO THE APPROVAL OF THE WORK, SUBJECT TO THE APPROVAL OF THE WORK, SUBJECT TO THE APPROVAL OF THE SUBJECT TO THE APPROVAL OF THE SUBJECT TO THE APPROVAL OF THE TO THE APPROVAL OF THE TO THE APPROVAL OF THE THE APPROVAL OF THE THE APPROVAL OF THE APPROVAL OF THE APPROVAL OF THE OF THE OF THE THE THE LANDLORD AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A OR DRIVEWAY, SHALL BE GRADED TO A OR DRIVEWAY, SHALL BE GRADED TO A DRIVEWAY, SHALL BE GRADED TO A DRIVEWAY, SHALL BE GRADED TO A SHALL BE GRADED TO A SHALL BE GRADED TO A BE GRADED TO A BE GRADED TO A GRADED TO A GRADED TO A TO A TO A A A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SHELTER AND TOWER AREAS AND THE SOIL SHALL BE SHELTER AND TOWER AREAS AND THE SOIL SHALL BE AND TOWER AREAS AND THE SOIL SHALL BE AND TOWER AREAS AND THE SOIL SHALL BE TOWER AREAS AND THE SOIL SHALL BE TOWER AREAS AND THE SOIL SHALL BE AREAS AND THE SOIL SHALL BE AREAS AND THE SOIL SHALL BE AND THE SOIL SHALL BE AND THE SOIL SHALL BE THE SOIL SHALL BE THE SOIL SHALL BE SOIL SHALL BE SOIL SHALL BE SHALL BE SHALL BE BE BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES BE IN CONFORMANCE WITH THE LOCAL GUIDELINES BE IN CONFORMANCE WITH THE LOCAL GUIDELINES IN CONFORMANCE WITH THE LOCAL GUIDELINES IN CONFORMANCE WITH THE LOCAL GUIDELINES CONFORMANCE WITH THE LOCAL GUIDELINES CONFORMANCE WITH THE LOCAL GUIDELINES WITH THE LOCAL GUIDELINES WITH THE LOCAL GUIDELINES THE LOCAL GUIDELINES THE LOCAL GUIDELINES LOCAL GUIDELINES LOCAL GUIDELINES GUIDELINES GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 8. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. THE SUB-GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE WILL BE ALLOWED. CLEAN SAND FILL SHALL BE WILL BE ALLOWED. CLEAN SAND FILL SHALL BE BE ALLOWED. CLEAN SAND FILL SHALL BE BE ALLOWED. CLEAN SAND FILL SHALL BE ALLOWED. CLEAN SAND FILL SHALL BE ALLOWED. CLEAN SAND FILL SHALL BE CLEAN SAND FILL SHALL BE CLEAN SAND FILL SHALL BE SAND FILL SHALL BE SAND FILL SHALL BE FILL SHALL BE FILL SHALL BE SHALL BE SHALL BE BE BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS.SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS.

1. FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: FOR THE PURPOSES OF THESE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER- T-MOBILE USA - T-MOBILE USA T-MOBILE USA ENGINEER-CALTROP CORPORATION -CALTROP CORPORATION CALTROP CORPORATION CONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) - GENERAL CONTRACTOR (CONSTRUCTION) GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL THE JOB SITE IN ORDER TO (1) VERIFY ALL THE JOB SITE IN ORDER TO (1) VERIFY ALL JOB SITE IN ORDER TO (1) VERIFY ALL JOB SITE IN ORDER TO (1) VERIFY ALL SITE IN ORDER TO (1) VERIFY ALL SITE IN ORDER TO (1) VERIFY ALL IN ORDER TO (1) VERIFY ALL IN ORDER TO (1) VERIFY ALL ORDER TO (1) VERIFY ALL ORDER TO (1) VERIFY ALL TO (1) VERIFY ALL TO (1) VERIFY ALL (1) VERIFY ALL (1) VERIFY ALL VERIFY ALL VERIFY ALL ALL ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) ARE AS SHOWN ON THE PLANS AND (3) ARE AS SHOWN ON THE PLANS AND (3) AS SHOWN ON THE PLANS AND (3) AS SHOWN ON THE PLANS AND (3) SHOWN ON THE PLANS AND (3) SHOWN ON THE PLANS AND (3) ON THE PLANS AND (3) ON THE PLANS AND (3) THE PLANS AND (3) THE PLANS AND (3) PLANS AND (3) PLANS AND (3) AND (3) AND (3) (3) (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT ANY DISCREPANCIES SHALL BE BROUGHT ANY DISCREPANCIES SHALL BE BROUGHT DISCREPANCIES SHALL BE BROUGHT DISCREPANCIES SHALL BE BROUGHT SHALL BE BROUGHT SHALL BE BROUGHT BE BROUGHT BE BROUGHT BROUGHT BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL AREA SHALL BE COORDINATED WITH THE OWNER WELL AREA SHALL BE COORDINATED WITH THE OWNER WELL SHALL BE COORDINATED WITH THE OWNER WELL SHALL BE COORDINATED WITH THE OWNER WELL BE COORDINATED WITH THE OWNER WELL BE COORDINATED WITH THE OWNER WELL COORDINATED WITH THE OWNER WELL COORDINATED WITH THE OWNER WELL WITH THE OWNER WELL WITH THE OWNER WELL THE OWNER WELL THE OWNER WELL OWNER WELL OWNER WELL WELL WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND TEMPORARY POWER SERVICES NECESSARY FOR AND TEMPORARY POWER SERVICES NECESSARY FOR TEMPORARY POWER SERVICES NECESSARY FOR TEMPORARY POWER SERVICES NECESSARY FOR POWER SERVICES NECESSARY FOR POWER SERVICES NECESSARY FOR SERVICES NECESSARY FOR SERVICES NECESSARY FOR NECESSARY FOR NECESSARY FOR FOR FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS BE PROVIDED AS INDICATED ON THE DRAWINGS BE PROVIDED AS INDICATED ON THE DRAWINGS PROVIDED AS INDICATED ON THE DRAWINGS PROVIDED AS INDICATED ON THE DRAWINGS AS INDICATED ON THE DRAWINGS AS INDICATED ON THE DRAWINGS INDICATED ON THE DRAWINGS INDICATED ON THE DRAWINGS ON THE DRAWINGS ON THE DRAWINGS THE DRAWINGS THE DRAWINGS DRAWINGS DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SHALL BE FURNISHED AS REQUIRED FOR COMPLETE BE FURNISHED AS REQUIRED FOR COMPLETE BE FURNISHED AS REQUIRED FOR COMPLETE FURNISHED AS REQUIRED FOR COMPLETE FURNISHED AS REQUIRED FOR COMPLETE AS REQUIRED FOR COMPLETE AS REQUIRED FOR COMPLETE REQUIRED FOR COMPLETE REQUIRED FOR COMPLETE FOR COMPLETE FOR COMPLETE COMPLETE COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, INCIDENTAL TO A COMPLETE INSTALLATION, INCIDENTAL TO A COMPLETE INSTALLATION, TO A COMPLETE INSTALLATION, TO A COMPLETE INSTALLATION, A COMPLETE INSTALLATION, A COMPLETE INSTALLATION, COMPLETE INSTALLATION, COMPLETE INSTALLATION, INSTALLATION, INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DEFINED OR IDENTIFIED BY THE CONTRACT DEFINED OR IDENTIFIED BY THE CONTRACT OR IDENTIFIED BY THE CONTRACT OR IDENTIFIED BY THE CONTRACT IDENTIFIED BY THE CONTRACT IDENTIFIED BY THE CONTRACT BY THE CONTRACT BY THE CONTRACT THE CONTRACT THE CONTRACT CONTRACT CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN TASKS WITHOUT HAVING RECEIVED WRITTEN TASKS WITHOUT HAVING RECEIVED WRITTEN WITHOUT HAVING RECEIVED WRITTEN WITHOUT HAVING RECEIVED WRITTEN HAVING RECEIVED WRITTEN HAVING RECEIVED WRITTEN RECEIVED WRITTEN RECEIVED WRITTEN WRITTEN WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT ARRANGEMENT OF SYSTEMS AND EQUIPMENT ARRANGEMENT OF SYSTEMS AND EQUIPMENT OF SYSTEMS AND EQUIPMENT OF SYSTEMS AND EQUIPMENT SYSTEMS AND EQUIPMENT SYSTEMS AND EQUIPMENT AND EQUIPMENT AND EQUIPMENT EQUIPMENT EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED EQUIPMENT LOCATIONS MAY BE MODIFIED EQUIPMENT LOCATIONS MAY BE MODIFIED LOCATIONS MAY BE MODIFIED LOCATIONS MAY BE MODIFIED MAY BE MODIFIED MAY BE MODIFIED BE MODIFIED BE MODIFIED MODIFIED MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN EQUIPMENT CANNOT BE INSTALLED AS SHOWN EQUIPMENT CANNOT BE INSTALLED AS SHOWN CANNOT BE INSTALLED AS SHOWN CANNOT BE INSTALLED AS SHOWN BE INSTALLED AS SHOWN BE INSTALLED AS SHOWN INSTALLED AS SHOWN INSTALLED AS SHOWN AS SHOWN AS SHOWN SHOWN SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ALTERNATIVE INSTALLATION FOR APPROVAL BY THE INSTALLATION FOR APPROVAL BY THE INSTALLATION FOR APPROVAL BY THE FOR APPROVAL BY THE FOR APPROVAL BY THE APPROVAL BY THE APPROVAL BY THE BY THE BY THE THE THE ENGINEER AND THE CONSTRUCTION MANAGER. 8. THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF THE CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF CONTRACTOR SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF SHALL OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF OBTAIN, PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF ALL REQUIRED PERMITS, CERTIFICATES OF ALL REQUIRED PERMITS, CERTIFICATES OF REQUIRED PERMITS, CERTIFICATES OF REQUIRED PERMITS, CERTIFICATES OF PERMITS, CERTIFICATES OF PERMITS, CERTIFICATES OF CERTIFICATES OF CERTIFICATES OF OF OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING ETC., REQUIRED BY THE AUTHORITIES HAVING ETC., REQUIRED BY THE AUTHORITIES HAVING REQUIRED BY THE AUTHORITIES HAVING REQUIRED BY THE AUTHORITIES HAVING BY THE AUTHORITIES HAVING BY THE AUTHORITIES HAVING THE AUTHORITIES HAVING THE AUTHORITIES HAVING AUTHORITIES HAVING AUTHORITIES HAVING HAVING HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE PRIOR TO FINAL ACCEPTANCE OF THE PRIOR TO FINAL ACCEPTANCE OF THE TO FINAL ACCEPTANCE OF THE TO FINAL ACCEPTANCE OF THE FINAL ACCEPTANCE OF THE FINAL ACCEPTANCE OF THE ACCEPTANCE OF THE ACCEPTANCE OF THE OF THE OF THE THE THE WORK. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, IMPROVEMENTS, LANDSCAPING, PAVING, IMPROVEMENTS, LANDSCAPING, PAVING, LANDSCAPING, PAVING, LANDSCAPING, PAVING, PAVING, PAVING, CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SHALL BE RESPONSIBLE FOR ANY DAMAGE TO BE RESPONSIBLE FOR ANY DAMAGE TO BE RESPONSIBLE FOR ANY DAMAGE TO RESPONSIBLE FOR ANY DAMAGE TO RESPONSIBLE FOR ANY DAMAGE TO FOR ANY DAMAGE TO FOR ANY DAMAGE TO ANY DAMAGE TO ANY DAMAGE TO DAMAGE TO DAMAGE TO TO TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE ALL DISTURBED AND DAMAGED AREAS SHALL BE ALL DISTURBED AND DAMAGED AREAS SHALL BE DISTURBED AND DAMAGED AREAS SHALL BE DISTURBED AND DAMAGED AREAS SHALL BE AND DAMAGED AREAS SHALL BE AND DAMAGED AREAS SHALL BE DAMAGED AREAS SHALL BE DAMAGED AREAS SHALL BE AREAS SHALL BE AREAS SHALL BE SHALL BE SHALL BE BE BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION UPON COMPLETION OF ALL WORK TO THE SATISFACTION UPON COMPLETION OF ALL WORK TO THE SATISFACTION COMPLETION OF ALL WORK TO THE SATISFACTION COMPLETION OF ALL WORK TO THE SATISFACTION OF ALL WORK TO THE SATISFACTION OF ALL WORK TO THE SATISFACTION ALL WORK TO THE SATISFACTION ALL WORK TO THE SATISFACTION WORK TO THE SATISFACTION WORK TO THE SATISFACTION TO THE SATISFACTION TO THE SATISFACTION THE SATISFACTION THE SATISFACTION SATISFACTION SATISFACTION OF THE CONSTRUCTION MANAGER. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE FOLLOWS: (1) ON A DAILY BASIS, KEEP THE FOLLOWS: (1) ON A DAILY BASIS, KEEP THE (1) ON A DAILY BASIS, KEEP THE (1) ON A DAILY BASIS, KEEP THE ON A DAILY BASIS, KEEP THE ON A DAILY BASIS, KEEP THE A DAILY BASIS, KEEP THE A DAILY BASIS, KEEP THE DAILY BASIS, KEEP THE DAILY BASIS, KEEP THE BASIS, KEEP THE BASIS, KEEP THE KEEP THE KEEP THE THE THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND WASTE, DEBRIS AND TRASH FROM THE SITE AND WASTE, DEBRIS AND TRASH FROM THE SITE AND DEBRIS AND TRASH FROM THE SITE AND DEBRIS AND TRASH FROM THE SITE AND AND TRASH FROM THE SITE AND AND TRASH FROM THE SITE AND TRASH FROM THE SITE AND TRASH FROM THE SITE AND FROM THE SITE AND FROM THE SITE AND THE SITE AND THE SITE AND SITE AND SITE AND AND AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN COMPLETION, LEAVE THE PREMISES IN A CLEAN COMPLETION, LEAVE THE PREMISES IN A CLEAN LEAVE THE PREMISES IN A CLEAN LEAVE THE PREMISES IN A CLEAN THE PREMISES IN A CLEAN THE PREMISES IN A CLEAN PREMISES IN A CLEAN PREMISES IN A CLEAN IN A CLEAN IN A CLEAN A CLEAN A CLEAN CLEAN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE IN ACCORDANCE WITH THE RESPECTIVE IN ACCORDANCE WITH THE RESPECTIVE ACCORDANCE WITH THE RESPECTIVE ACCORDANCE WITH THE RESPECTIVE WITH THE RESPECTIVE WITH THE RESPECTIVE THE RESPECTIVE THE RESPECTIVE RESPECTIVE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE IS SPECIFICALLY INDICATED OTHERWISE IN THE IS SPECIFICALLY INDICATED OTHERWISE IN THE SPECIFICALLY INDICATED OTHERWISE IN THE SPECIFICALLY INDICATED OTHERWISE IN THE INDICATED OTHERWISE IN THE INDICATED OTHERWISE IN THE OTHERWISE IN THE OTHERWISE IN THE IN THE IN THE THE THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE BE IN STRICT ACCORDANCE WITH ALL APPLICABLE BE IN STRICT ACCORDANCE WITH ALL APPLICABLE IN STRICT ACCORDANCE WITH ALL APPLICABLE IN STRICT ACCORDANCE WITH ALL APPLICABLE STRICT ACCORDANCE WITH ALL APPLICABLE STRICT ACCORDANCE WITH ALL APPLICABLE ACCORDANCE WITH ALL APPLICABLE ACCORDANCE WITH ALL APPLICABLE WITH ALL APPLICABLE WITH ALL APPLICABLE ALL APPLICABLE ALL APPLICABLE APPLICABLE APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SHALL GIVE ALL NOTICES AND COMPLY WITH ALL SHALL GIVE ALL NOTICES AND COMPLY WITH ALL GIVE ALL NOTICES AND COMPLY WITH ALL GIVE ALL NOTICES AND COMPLY WITH ALL ALL NOTICES AND COMPLY WITH ALL ALL NOTICES AND COMPLY WITH ALL NOTICES AND COMPLY WITH ALL NOTICES AND COMPLY WITH ALL AND COMPLY WITH ALL AND COMPLY WITH ALL COMPLY WITH ALL COMPLY WITH ALL WITH ALL WITH ALL ALL ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING ORDERS OF ANY PUBLIC AUTHORITY HAVING ORDERS OF ANY PUBLIC AUTHORITY HAVING OF ANY PUBLIC AUTHORITY HAVING OF ANY PUBLIC AUTHORITY HAVING ANY PUBLIC AUTHORITY HAVING ANY PUBLIC AUTHORITY HAVING PUBLIC AUTHORITY HAVING PUBLIC AUTHORITY HAVING AUTHORITY HAVING AUTHORITY HAVING HAVING HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE AND ELECTRICAL SYSTEMS SHALL BE AND ELECTRICAL SYSTEMS SHALL BE ELECTRICAL SYSTEMS SHALL BE ELECTRICAL SYSTEMS SHALL BE SYSTEMS SHALL BE SYSTEMS SHALL BE SHALL BE SHALL BE BE BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AND UTILITY COMPANY SPECIFICATIONS AS WELL AND UTILITY COMPANY SPECIFICATIONS AS WELL UTILITY COMPANY SPECIFICATIONS AS WELL UTILITY COMPANY SPECIFICATIONS AS WELL COMPANY SPECIFICATIONS AS WELL COMPANY SPECIFICATIONS AS WELL SPECIFICATIONS AS WELL SPECIFICATIONS AS WELL AS WELL AS WELL WELL WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND THE WORK AT ALL TIMES, USING THE BEST SKILLS AND THE WORK AT ALL TIMES, USING THE BEST SKILLS AND WORK AT ALL TIMES, USING THE BEST SKILLS AND WORK AT ALL TIMES, USING THE BEST SKILLS AND AT ALL TIMES, USING THE BEST SKILLS AND AT ALL TIMES, USING THE BEST SKILLS AND ALL TIMES, USING THE BEST SKILLS AND ALL TIMES, USING THE BEST SKILLS AND TIMES, USING THE BEST SKILLS AND TIMES, USING THE BEST SKILLS AND USING THE BEST SKILLS AND USING THE BEST SKILLS AND THE BEST SKILLS AND THE BEST SKILLS AND BEST SKILLS AND BEST SKILLS AND SKILLS AND SKILLS AND AND AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, FOR ALL OF THE CONSTRUCTION MEANS, METHODS, FOR ALL OF THE CONSTRUCTION MEANS, METHODS, ALL OF THE CONSTRUCTION MEANS, METHODS, ALL OF THE CONSTRUCTION MEANS, METHODS, OF THE CONSTRUCTION MEANS, METHODS, OF THE CONSTRUCTION MEANS, METHODS, THE CONSTRUCTION MEANS, METHODS, THE CONSTRUCTION MEANS, METHODS, CONSTRUCTION MEANS, METHODS, CONSTRUCTION MEANS, METHODS, MEANS, METHODS, MEANS, METHODS, METHODS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, AND FOR COORDINATING ALL PORTIONS OF THE WORK, AND FOR COORDINATING ALL PORTIONS OF THE WORK, FOR COORDINATING ALL PORTIONS OF THE WORK, FOR COORDINATING ALL PORTIONS OF THE WORK, COORDINATING ALL PORTIONS OF THE WORK, COORDINATING ALL PORTIONS OF THE WORK, ALL PORTIONS OF THE WORK, ALL PORTIONS OF THE WORK, PORTIONS OF THE WORK, PORTIONS OF THE WORK, OF THE WORK, OF THE WORK, THE WORK, THE WORK, WORK, WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S THE CONSTRUCTION MANAGER AND WITH THE OWNER'S THE CONSTRUCTION MANAGER AND WITH THE OWNER'S CONSTRUCTION MANAGER AND WITH THE OWNER'S CONSTRUCTION MANAGER AND WITH THE OWNER'S MANAGER AND WITH THE OWNER'S MANAGER AND WITH THE OWNER'S AND WITH THE OWNER'S AND WITH THE OWNER'S WITH THE OWNER'S WITH THE OWNER'S THE OWNER'S THE OWNER'S OWNER'S OWNER'S AUTHORIZED REPRESENTATIVE. 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETION, THE CONTRACTOR SHALL PROVIDE A THE CONTRACTOR SHALL PROVIDE A THE CONTRACTOR SHALL PROVIDE A CONTRACTOR SHALL PROVIDE A CONTRACTOR SHALL PROVIDE A SHALL PROVIDE A SHALL PROVIDE A PROVIDE A PROVIDE A A A COMPLETE SET OF AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER SET OF AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER SET OF AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER OF AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER OF AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER AS-BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CYLINDER TESTS, LIEN RELEASES, AND OTHER CYLINDER TESTS, LIEN RELEASES, AND OTHER TESTS, LIEN RELEASES, AND OTHER TESTS, LIEN RELEASES, AND OTHER LIEN RELEASES, AND OTHER LIEN RELEASES, AND OTHER RELEASES, AND OTHER RELEASES, AND OTHER AND OTHER AND OTHER OTHER OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, SYSTEMS SHALL BE COMPLETELY ASSEMBLED, SYSTEMS SHALL BE COMPLETELY ASSEMBLED, SHALL BE COMPLETELY ASSEMBLED, SHALL BE COMPLETELY ASSEMBLED, BE COMPLETELY ASSEMBLED, BE COMPLETELY ASSEMBLED, COMPLETELY ASSEMBLED, COMPLETELY ASSEMBLED, ASSEMBLED, ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE.

1.ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC "STEEL CONSTRUCTION MANUAL". 2.MATERIAL: MATERIAL: A. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. ASTM A153 STANDARDS. B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITHASTM A123 AND ASTM A153 ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITHASTM A123 AND ASTM A153 ASTM A123 AND ASTM A153 A123 AND ASTM A153 A123 AND ASTM A153 AND ASTM A153 AND ASTM A153 ASTM A153 ASTM A153 A153 A153 STANDARDS, UNLESS NOTED OTHERWISE. C. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 AND ASTM A153 ASTM A153 ASTM A153 A153 A153 STANDARDS. D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCEWITH ASTM A123 AND ASTM ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCEWITH ASTM A123 AND ASTM WITH ASTM A123 AND ASTM ASTM A123 AND ASTM ASTM A123 AND ASTM A123 AND ASTM A123 AND ASTM AND ASTM AND ASTM ASTM ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITHASTM A123 AND ASTM A153 ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B, AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITHASTM A123 AND ASTM A153 ASTM A123 AND ASTM A153 A123 AND ASTM A153 A123 AND ASTM A153 AND ASTM A153 AND ASTM A153 ASTM A153 ASTM A153 A153 A153 STANDARDS. 2.DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL. 3.WELDING: WELDING: A. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. ALL WELDS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1, LATEST REVISION. B. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. ALL WELDS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. ALL BOLTS SHALL BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. BOLTS SHALL BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. BOLTS SHALL BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. SHALL BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. SHALL BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. BE GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. GALVANIZED ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. ¾" DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. " DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. UNLESS NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. NOTED OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. OTHERWISE AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. AND TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. TIGHTENED TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. TO A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. A “SNUG TIGHT” CONDITION AS DEFINED BY AISC. “SNUG TIGHT” CONDITION AS DEFINED BY AISC. SNUG TIGHT” CONDITION AS DEFINED BY AISC. TIGHT” CONDITION AS DEFINED BY AISC. TIGHT” CONDITION AS DEFINED BY AISC. CONDITION AS DEFINED BY AISC. AS DEFINED BY AISC. AS DEFINED BY AISC. DEFINED BY AISC. DEFINED BY AISC. BY AISC. BY AISC. AISC. AISC. SECURE NUT WITH LOCKING WASHER. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE IN SUCH A MANNER SO THAT THERE WILL NOT BE IN SUCH A MANNER SO THAT THERE WILL NOT BE SUCH A MANNER SO THAT THERE WILL NOT BE SUCH A MANNER SO THAT THERE WILL NOT BE A MANNER SO THAT THERE WILL NOT BE A MANNER SO THAT THERE WILL NOT BE MANNER SO THAT THERE WILL NOT BE MANNER SO THAT THERE WILL NOT BE SO THAT THERE WILL NOT BE SO THAT THERE WILL NOT BE THAT THERE WILL NOT BE THAT THERE WILL NOT BE THERE WILL NOT BE THERE WILL NOT BE WILL NOT BE WILL NOT BE NOT BE NOT BE BE BE CONFLICT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL IN ACCORDANCE WITH THE AISC MANUAL OF STEEL IN ACCORDANCE WITH THE AISC MANUAL OF STEEL ACCORDANCE WITH THE AISC MANUAL OF STEEL ACCORDANCE WITH THE AISC MANUAL OF STEEL WITH THE AISC MANUAL OF STEEL WITH THE AISC MANUAL OF STEEL THE AISC MANUAL OF STEEL THE AISC MANUAL OF STEEL AISC MANUAL OF STEEL AISC MANUAL OF STEEL MANUAL OF STEEL MANUAL OF STEEL OF STEEL OF STEEL STEEL STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT STRUCTURAL STEEL SHALL NOT BE FLAME CUT STRUCTURAL STEEL SHALL NOT BE FLAME CUT STEEL SHALL NOT BE FLAME CUT STEEL SHALL NOT BE FLAME CUT SHALL NOT BE FLAME CUT SHALL NOT BE FLAME CUT NOT BE FLAME CUT NOT BE FLAME CUT BE FLAME CUT BE FLAME CUT FLAME CUT FLAME CUT CUT CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD AT THE CONTRACTOR'S OPTION, FIELD AT THE CONTRACTOR'S OPTION, FIELD THE CONTRACTOR'S OPTION, FIELD THE CONTRACTOR'S OPTION, FIELD CONTRACTOR'S OPTION, FIELD CONTRACTOR'S OPTION, FIELD OPTION, FIELD OPTION, FIELD FIELD FIELD SPLICES MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD MAY BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD BE USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD INCLUDE ALL DETAILS FOR THE PROPOSED FIELD INCLUDE ALL DETAILS FOR THE PROPOSED FIELD ALL DETAILS FOR THE PROPOSED FIELD ALL DETAILS FOR THE PROPOSED FIELD DETAILS FOR THE PROPOSED FIELD DETAILS FOR THE PROPOSED FIELD FOR THE PROPOSED FIELD FOR THE PROPOSED FIELD THE PROPOSED FIELD THE PROPOSED FIELD PROPOSED FIELD PROPOSED FIELD FIELD FIELD SPLICES. 11. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. AT THE CONTRACTOR'S OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS AND DIAGRAMS. INCLUDE DETAILS AND DIAGRAMS. INCLUDE DETAILS DIAGRAMS. INCLUDE DETAILS DIAGRAMS. INCLUDE DETAILS INCLUDE DETAILS INCLUDE DETAILS DETAILS DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, SYMBOLS, AND SHOW SIZE, LENGTH, SYMBOLS, AND SHOW SIZE, LENGTH, AND SHOW SIZE, LENGTH, AND SHOW SIZE, LENGTH, SHOW SIZE, LENGTH, SHOW SIZE, LENGTH, SIZE, LENGTH, SIZE, LENGTH, LENGTH, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED BOLTS AND OTHER ANCHORAGES TO BE INSTALLED BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AND OTHER ANCHORAGES TO BE INSTALLED AND OTHER ANCHORAGES TO BE INSTALLED OTHER ANCHORAGES TO BE INSTALLED OTHER ANCHORAGES TO BE INSTALLED ANCHORAGES TO BE INSTALLED ANCHORAGES TO BE INSTALLED TO BE INSTALLED TO BE INSTALLED BE INSTALLED BE INSTALLED INSTALLED INSTALLED AS WORK OF OTHERS' SECTIONS. 13.ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL.ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL.

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

ROOF PLAN

C1

ROOF PLAN

1

ROOF DECK

EXISTING T-MOBILE GSM EQUIPMENT CABINET (TYP. OF 2)

1 C2

EXISTING PARAPET WALL

EXISTING AC UNIT (TYP.)

EXISTING PENTHOUSE STAIRS

EXISTING T-MOBILE ANTENNA (TYP. OF 3)

EXISTING T-MOBILE COAX BRIDGE (TYP.)

EXISTING WALL AC UNIT

EXISTING T-MOBILE ANTENNA (TYP. OF 3)

EXISTING T-MOBILE EQUIPMENT FRAME

GRAPHIC SCALE

0

5'

10'

15'

EXISTING T-MOBILE ANTENNA (TYP. OF 3)

1 C3

1 C4

1 C5

2 C4

2 C5

3 C4

3 C5

PENTHOUSE ROOF DECK

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

EXISTING

EQUIPMENT

PLAN

C2

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

EXISTING EQUIPMENT PLAN

1

0

3'

2'

1'

GRAPHIC SCALE

EXISTING T-MOBILE GSM EQUIPMENT CABINET

EXISTING T-MOBILE EQUIPMENT FRAME

EXISTING T-MOBILE COAX BRIDGE (TYP.)

PENTHOUSE ROOF DECK

MAIN ROOF DECK

EXISTING T-MOBILE GSM CABINET TO BE REMOVED

EXISTING T-MOBILE PURCELL CABINET TO BE REMOVED

EXISTING T-MOBILE AC PANEL

SECTOR A AZ = 60°

SECTOR C AZ = 300°

SECTOR B AZ = 180°

EXISTING T-MOBILE FIBER CABINET

1

1

5/17/13

REVISED

1

1

1

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

ESTCODE

PROPOSED

EQUIPMENT

PLAN

C2.1

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

NOTE: THIS DRAWING IS INTENDED TO DEPICT THE GENERAL DRAWING IS INTENDED TO DEPICT THE GENERAL DRAWING IS INTENDED TO DEPICT THE GENERAL IS INTENDED TO DEPICT THE GENERAL IS INTENDED TO DEPICT THE GENERAL INTENDED TO DEPICT THE GENERAL INTENDED TO DEPICT THE GENERAL TO DEPICT THE GENERAL TO DEPICT THE GENERAL DEPICT THE GENERAL DEPICT THE GENERAL THE GENERAL THE GENERAL GENERAL GENERAL LOCATION OF THE EXISTING AND PROPOSED EQUIPMENT OF THE EXISTING AND PROPOSED EQUIPMENT OF THE EXISTING AND PROPOSED EQUIPMENT THE EXISTING AND PROPOSED EQUIPMENT THE EXISTING AND PROPOSED EQUIPMENT EXISTING AND PROPOSED EQUIPMENT EXISTING AND PROPOSED EQUIPMENT AND PROPOSED EQUIPMENT AND PROPOSED EQUIPMENT PROPOSED EQUIPMENT PROPOSED EQUIPMENT EQUIPMENT EQUIPMENT ON THE EXISTING PLATFORM. CONSTRUCTION SHALL THE EXISTING PLATFORM. CONSTRUCTION SHALL THE EXISTING PLATFORM. CONSTRUCTION SHALL EXISTING PLATFORM. CONSTRUCTION SHALL EXISTING PLATFORM. CONSTRUCTION SHALL PLATFORM. CONSTRUCTION SHALL PLATFORM. CONSTRUCTION SHALL CONSTRUCTION SHALL CONSTRUCTION SHALL SHALL SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT UNTIL A STRUCTURAL ANALYSIS REPORT UNTIL A STRUCTURAL ANALYSIS REPORT A STRUCTURAL ANALYSIS REPORT A STRUCTURAL ANALYSIS REPORT STRUCTURAL ANALYSIS REPORT STRUCTURAL ANALYSIS REPORT ANALYSIS REPORT ANALYSIS REPORT REPORT REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER BEEN COMPLETED BY A PROFESSIONAL ENGINEER BEEN COMPLETED BY A PROFESSIONAL ENGINEER COMPLETED BY A PROFESSIONAL ENGINEER COMPLETED BY A PROFESSIONAL ENGINEER BY A PROFESSIONAL ENGINEER BY A PROFESSIONAL ENGINEER A PROFESSIONAL ENGINEER A PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER ENGINEER ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE IN THIS STATE, CONCLUDING THAT THE IN THIS STATE, CONCLUDING THAT THE THIS STATE, CONCLUDING THAT THE THIS STATE, CONCLUDING THAT THE STATE, CONCLUDING THAT THE STATE, CONCLUDING THAT THE CONCLUDING THAT THE CONCLUDING THAT THE THAT THE THAT THE THE THE EXISTING PLATFORM IS STRUCTURALLY ADEQUATE TO PLATFORM IS STRUCTURALLY ADEQUATE TO PLATFORM IS STRUCTURALLY ADEQUATE TO IS STRUCTURALLY ADEQUATE TO IS STRUCTURALLY ADEQUATE TO STRUCTURALLY ADEQUATE TO STRUCTURALLY ADEQUATE TO ADEQUATE TO ADEQUATE TO TO TO RESIST THE EXISTING AND PROPOSED LOADS.

PROPOSED EQUIPMENT PLAN

1

0

3'

2'

1'

GRAPHIC SCALE

EXISTING T-MOBILE GSM EQUIPMENT CABINET

PROPOSED T-MOBILE SITE SUPPORT CABINET (SMALL)

PROPOSED T-MOBILE FCOA CABINET

EXISTING T-MOBILE COAX CABLES (TYP.)

PROPOSED T-MOBILE J-BOX W/OVP

PENTHOUSE ROOF DECK

MAIN ROOF DECK

6 C6

1 C6

4 C6

EXISTING T-MOBILE FIBER CABINET

EXISTING T-MOBILE AC PANEL

PROPOSED UNISTRUT (TYP.)

1

11/28/12

REVISED

2

2

2

2

2

5/17/13

REVISED

ESTCODE

ESTCODE

ESTCODE

ESTCODE

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

EXISTING

ANTENNA LAYOUTS

C3

EXISTING ANTENNA LAYOUT (SECTOR A)

1

EXISTING ANTENNA LAYOUT (SECTOR C)

3

EXISTING ANTENNA LAYOUT (SECTOR B)

2

0

2'

1'

GRAPHIC SCALE

SECTOR A AZ = 60°

0

3'

2'

1'

GRAPHIC SCALE

SECTOR B AZ = 180°

0

3'

2'

1'

GRAPHIC SCALE

SECTOR C AZ = 300°

EXISTING T-MOBILE ANTENNA TO BE REMOVED AND REPLACED (TYP. OF 3)

EXISTING T-MOBILE COAX CABLES (TYP.)

EXISTING T-MOBILE ANTENNA TO BE REMOVED AND REPLACED (TYP. OF 3)

EXISTING T-MOBILE COAX CABLES (TYP.)

EXISTING T-MOBILE ANTENNA TO BE REMOVED AND REPLACED (TYP. OF 3)

EXISTING T-MOBILE COAX CABLES (TYP.)

WALL MOUNTED AC UNIT

1

11/28/12

REVISED

1

1

1

1

1

1

1

1

1

ESTCODE

ESTCODE

ESTCODE

ESTCODE

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

PROPOSED

ANTENNA LAYOUTS

C4

5 C7

6 C6

3 C6

2 C7

PROPOSED ANTENNA LAYOUT (SECTOR A)

1

PROPOSED ANTENNA LAYOUT (SECTOR C)

3

PROPOSED ANTENNA LAYOUT (SECTOR B)

2

0

2'

1'

GRAPHIC SCALE

0

3'

2'

1'

GRAPHIC SCALE

SECTOR B AZ = 180°

0

3'

2'

1'

GRAPHIC SCALE

SECTOR C AZ = 300°

PROPOSED T-MOBILE GSM/UMTS REPLACEMENT ANTENNA

EXISTING T-MOBILE COAX CABLES (TYP.)

PROPOSED T-MOBILE UMTS REPLACEMENT ANTENNA

PROPOSED T-MOBILE UMTS REPLACEMENT ANTENNA

PROPOSED T-MOBILE GSM/UMTS REPLACEMENT ANTENNA

EXISTING T-MOBILE COAX CABLES (TYP.)

PROPOSED T-MOBILE GSM/UMTS REPLACEMENT ANTENNA

EXISTING T-MOBILE COAX CABLES (TYP.)

PROPOSED T-MOBILE UMTS REPLACEMENT ANTENNA

PROPOSED T-MOBILE LTE REPLACEMENT ANTENNA

SECTOR A AZ = 45°

PROPOSED T-MOBILE LTE REPLACEMENT ANTENNA

PROPOSED T-MOBILE LTE REPLACEMENT ANTENNA

PROPOSED T-MOBILE J-BOX W/ OVP (HC)

PROPOSED T-MOBILE LTE RRU

PROPOSED T-MOBILE J-BOX W/ OVP

PROPOSED T-MOBILE RRU (TYP. OF 2)

PROPOSED T-MOBILE RRU (TYP. OF 2)

PROPOSED T-MOBILE J-BOX W/ OVP

PROPOSED T-MOBILE LTE RRU

PROPOSED T-MOBILE RRU (TYP. OF 2)

PROPOSED T-MOBILE J-BOX W/ OVP

PROPOSED T-MOBILE LTE RRU

3 C6

6 C6

6 C6

3 C6

3 C6

2 C7

4 C6

5 C7

3 C6

2 C7

3 C6

6 C7

PROPOSED UNISTRUT

PROPOSED UNISTRUT

PROPOSED UNISTRUT

1

11/28/12

REVISED

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

NORTH

ELEVATION

C5

NORTH ELEVATION

1

20'

10'

0

GRAPHIC SCALE

RAD CENTER OF EXISTING & PROPOSED T-MOBILE ANTENNAS EL. 90'±

GRADE EL. 0'

ROOF DECK EL. 66'±

TOP OF PENTHOUSE EL. 84'±

PROPOSED T-MOBILE LTE REPLACEMENT ANTENNA

PROPOSED T-MOBILE UMTS REPLACEMENT ANTENNA

PROPOSED T-MOBILE GSM/UMTS REPLACEMENT ANTENNA

PROPOSED T-MOBILE UMTS REPLACEMENT ANTENNA

PROPOSED T-MOBILE LTE REPLACEMENT ANTENNA

EXISTING T-MOBILE GSM EQUIPMENT CABINET

NOTE: ANTENNAS SHALL BE PAINTED TO MATCH BUILDING.

1

11/28/12

REVISED

PROPOSED T-MOBILE GSM/UMTS REPLACEMENT ANTENNA

1

1

1

1

1

1

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

DETAILS

C6

4

FCOA CABINET FOOTPRINT DETAIL

2

NTS

SITE SUPPORT CABINET MOUNTING DETAIL

J-BOX W/ OVP MOUNTING DETAIL

6

NTS

5

NTS

NOTE: CONNECT CABINET TO BEAMS PER MANUFACTURER'S SPECIFICATIONS.

FCOA CABINET TO BEAMS CONNECTION DETAIL

1

NTS

3

ANTENNA MOUNTING DETAIL

T-MOBILE ANTENNA

ANTENNA MOUNTING PIPE

PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ANTENNA (TYP.)

PROPOSED ANTENNA TILT BRACKET PROVIDED W/ANTENNA

PROPOSED ANTENNA BRACKET PROVIDED W/ANTENNA

NTS

SITE SUPPORT CABINET FOOTPRINT DETAIL

NTS

P1001T

(2) P1380 (UNDERNEATH) W/ " 12" BOLT AND CHANNEL NUT

PROPOSED T-MOBILE FCOA CABINET

PROVIDE " BOLT AND CHANNEL NUT 12" BOLT AND CHANNEL NUT FOR CONNECTION TO UNISTRUT FRAME ( TYP. 4 PLACES)

(2) P1380 (ABOVE) W/ " 12" BOLT AND CHANNEL NUT

EXISTING C8 (TYP.)

CABLE ENTRY HOLE

2'- "12"

NOTE: ATTACH UNISTRUT TO BEAMS W/ " 12" A325 BOLTS

PROPOSED T-MOBILE SITE SUPPORT CABINET (SMALL)

EXISTING EQUIPMENT PLATFORM STEEL BEAM (TYP.)

PROPOSED UNISTRUT P1001T (TYP. OF 2)

EXISTING EQUIPMENT PLATFORM STEEL BEAM (TYP.)

PROPOSED UNISTRUT P1001T (TYP. OF 2) (SEE NOTE)

NOTE: ATTACH UNISTRUT TO BEAMS W/ " 12" A325 BOLTS

PROPOSED T-MOBILE SITE SUPPORT CABINET (SMALL) FOOTPRINT

(4) " 12" MOUNTING HOLES

NOTE: UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS.

EXISTING OR PROPOSED ANTENNA MOUNTING PIPE

PROPOSED UNISTRUT PIPE CLAMP PART# P1431 OR APPROVED EQUAL (TYP.)

PROPOSED UNISTRUT P1000 (TYP.)

PROPOSED JUNCTION BOX W/ OVP

FIBER AND POWER JUMPERS TO RRU's

3" CONDUIT FOR FIBER/DC POWERFROM FIBER MANAGEMENT BOX

PROPOSED " A325 12" A325BOLT AND NUT (TYP.)

NOTE: ATTACH UNISTRUT TO FRAME W/ " 12" A325 BOLTS

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

DETAILS

C7

EXISTING PIPE

PROPOSED UNISTRUTS PIPE CLAMP PART# P1431 OR APPROVED EQUAL (TYP.)

PROPOSED LTE RRU

PROPOSED UNISTRUTS P1000 (TYP.)

PROPOSED " A325 12" A325BOLT AND NUT (TYP.)

4

2

NTS

(NOT USED)

(NOT USED)

6

5

1

3

(NOT USED)

LTE RRU MOUNTING DETAIL

GSM/UMTS RRU MOUNTING DETAIL

NOTES: 1.ALL WALL PENETRATIONS SHALL BE ALL WALL PENETRATIONS SHALL BE SLEEVED (IF REQUIRED), CAULKED AND SEAL TO FORM AN AIR TIGHT SEAL. 2.UNIT SHALL BE MOUNTED AS PER UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S SPECIFICATIONS.

(NOT USED)

NOTE: UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S SPECIFICATIONS.

PROPOSED MOUNTING PLINTH

PROPOSED POLE MOUNTING KIT

EXISTING MOUNTING PIPE

PROPOSED T-MOBILE RRU

NTS

1

11/28/12

REVISED

1

1

1

1

DETAIL REMOVED

DETAIL REMOVED

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

GROUNDING NOTES

2

ELECTRICAL AND

GROUNDING

NOTES

E1

A -GENERAL GENERAL A1.ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. A2.GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. A3.ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L. APPROVED OR LISTED. A4.ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/THHW AND 90 DEGREES C RATED. ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/THHW AND 90 DEGREES C RATED. A5.ALL POWER WIRING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT, PVC, OR FLEXIBLE LIQUIDTIGHT CONDUIT, AS ALL POWER WIRING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT, PVC, OR FLEXIBLE LIQUIDTIGHT CONDUIT, AS INDICATED. A6.CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. A7.CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS, SERVICE CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS, SERVICE ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY. A8.CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE ROUTING WITH TELEPHONE COMPANY. A9.PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL. A10.WHERE LONG POWER CABLE RUNS PREVAIL, CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT WHERE LONG POWER CABLE RUNS PREVAIL, CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT ACCORDINGLY. A11.WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C., WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C., ARTICLE 250-26. A12.ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE WATER TIGHT ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE WATER TIGHT CONDUIT HUBS. B -POWER CABLE AND SERVICE POWER CABLE AND SERVICE B1.CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES FURNISHED SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI, NEMA, AND UL. RACEWAY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE N.E.C.

B2.CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION. B3.CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON SLEEPERS. B4.ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. B5.WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING THEREOF, DENOTING ALL OTHER SERVICE ENTRANCES, LOCATION OF EACH AND THE AREAS SERVED BY EACH. B6.WHERE ELECTRICAL POWER IS TO BE SUB-FED FROM AN EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL APPLY: WHERE ELECTRICAL POWER IS TO BE SUB-FED FROM AN EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL APPLY: A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C. ARTICLE 220-87. B) CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C. ARTICLE 220-87. C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT. D) PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL. E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE OBTAINED OR SPACE IS NOT AVAILABLE, A BRANCH CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2-POLE FUSED DISCONNECT AND METER BASE PER N.E.C. ARTICLE 240-21 WITH TEN FOOT (10) MAXIMUM TAP CONDUCTORS. FUSED DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING RATING AS EXISTING SOURCE OF SUPPLY C -IDENTIFICATION IDENTIFICATION C1.LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. C2.PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS, ETC. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS, ETC. C3.DURING TRENCH BACK-FILLING FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS LINE, PROVIDE A DURING TRENCH BACK-FILLING FOR EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND COMMUNICATIONS LINE, PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE.

B -PREPARATION PREPARATION B1.SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRILLING, OR ANY OTHER OPERATION SHALL BE RE-GALVANIZED IN ACCORDANCE WITH ASTM A780 USING "ZINC RICH" COATING AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSETTS), OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON-OXIDIZING AGENT ("COPPER SHIELD") APPLIED PRIOR TO INSTALLATION. B2.GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON-OXIDIZING AGENT ("COPPER SHIELD") APPLIED. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON-OXIDIZING AGENT ("COPPER SHIELD") APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED. C -LAND BUILDS AND CO-LOCATES LAND BUILDS AND CO-LOCATES C1.WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS. C2.GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. C3.BONDS TO ANTENNA MASTS, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND BONDS TO ANTENNA MASTS, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2-HOLE COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. T-MOBILE GROUNDING REQUIREMENTS T1.COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS, COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS, INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING KITS. T2.COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS. T3.WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE EXTERNAL GROUND RING USING #2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT.

A -GENERAL GENERAL A1.INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH ALL BUILDING CODES OF AUTHORITIES HAVING JURISDICTION. A2.GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND BARS. A3.GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. A4.ALL BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND ALL BELOW GRADE CONNECTIONS SHALL BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND BARS SHALL BE 2-HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. A5.GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS USING EXOTHERMIC WELDS OR MECHANICAL CONNECTIONS. A6.CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, STAINLESS STEEL CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT. A7.GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED ON DRAWINGS. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN INFESTATION. A8.BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT SERVICE DISCONNECTING MEANS. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-28. A9.CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE. A10.DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE.DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE.

ELECTRICAL NOTES

1

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

ELECTRICAL

ROUTING

PLAN

E2

NOTES: 1.PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR ROUTING IS SCHEMATIC ONLY, CONTRACTOR ROUTING IS SCHEMATIC ONLY, CONTRACTOR IS SCHEMATIC ONLY, CONTRACTOR IS SCHEMATIC ONLY, CONTRACTOR SCHEMATIC ONLY, CONTRACTOR SCHEMATIC ONLY, CONTRACTOR ONLY, CONTRACTOR ONLY, CONTRACTOR CONTRACTOR CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN THE FIELD. 2.PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL OR PVC PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL OR PVC CONDUIT SHALL BE GALVANIZED RIGID STEEL OR PVC CONDUIT SHALL BE GALVANIZED RIGID STEEL OR PVC SHALL BE GALVANIZED RIGID STEEL OR PVC SHALL BE GALVANIZED RIGID STEEL OR PVC BE GALVANIZED RIGID STEEL OR PVC BE GALVANIZED RIGID STEEL OR PVC GALVANIZED RIGID STEEL OR PVC GALVANIZED RIGID STEEL OR PVC RIGID STEEL OR PVC RIGID STEEL OR PVC STEEL OR PVC STEEL OR PVC OR PVC OR PVC PVC PVC APART FROM PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL FROM PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL FROM PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL ENTERING EQUIPMENT CABINET, WHICH SHALL ENTERING EQUIPMENT CABINET, WHICH SHALL EQUIPMENT CABINET, WHICH SHALL EQUIPMENT CABINET, WHICH SHALL CABINET, WHICH SHALL CABINET, WHICH SHALL WHICH SHALL WHICH SHALL SHALL SHALL BE FLEXIBLE LIQUID TIGHT CONDUIT.

PROPOSED 2" CONDUIT FOR DC POWER (SEE NOTE 2)

ELECTRICAL ROUTING PLAN

PROPOSED 2" CONDUIT FOR ALARM WIRING (SEE NOTE 2)

PROPOSED 2" EMPTY CONDUIT(SEE NOTE 2)

1

EXISTING T-MOBILE GSM EQUIPMENT CABINET

PROPOSED T-MOBILE SITE SUPPORT CABINET (SMALL)

PROPOSED T-MOBILE FCOA EQUIPMENT CABINET

PENTHOUSE ROOF DECK

PROPOSED (2) 1 " 14" CONDUITS FOR TELCO

PROPOSED 2" CONDUITFOR POWER

EXISTING T-MOBILE AC PANEL

EXISTING T-MOBILE FIBER CABINET

0

2'

1'

GRAPHIC SCALE

1

11/28/12

REVISED

2

5/17/13

REVISED

2

2

2

2

2

2

2

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

ELECTRICAL

DETAILS

E3

AC ONE-LINE DIAGRAM

1

PANEL SCHEDULE

2

EXISTING T-MOBILE 100A DISCONNECT

M

EXISTING T-MOBILE METER

FROM UTILITY

EXISTING 100A, 120/240V 1 LOAD CENTER WITH 12BREAKER POSITIONS

2P-100A

EXISTING T-MOBILE 100A MTS & GEN PLUG

LIGHT

1P-20A

RECEPT

1P-20A

GSM CABINET

2P-40A

SPARE (*)

2P-40A

2P-50A

SPARE (**)

EXISTING T-MOBILE 100A DISCONNECT

NOTES: * EXISTING CABINET TO BE REMOVED. CONTRACTOR TO VERIFY EXISTING CABINET TO BE REMOVED. CONTRACTOR TO VERIFY CABINET CORRESPONDING BREAKER. BREAKER TO REMAIN AS SPARE. ** PARCELL CABINET TO BE REMOVED. BREAKER TO REMAIN AS PARCELL CABINET TO BE REMOVED. BREAKER TO REMAIN AS SPARE.

2P-50A

SITE SUPPORT CABINET

1

8/23/12

REVISED

2

2

2

2

2

11/28/12

REVISED

A

7/16/12

PRELIMINARY

REV

DATE

DESCRIPTION

DRAWN BY:

B.RODRIGUEZRODRIGUEZ

CHECKED BY:

PROJECT NO.:

120-547.02

SHEET NUMBER

SHEET NAME

GULF PLAZA

FB2001B

5230 HOLLYWOOD BOULEVARD

HOLLYWOOD, FL 33021

THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER.

DATE OF SIGNATURE: 5/17/13

0

7/17/12

FOR PERMIT

GROUNDING

DETAILS

E4

GROUNDING DIAGRAM (TYP.)

3

1

NTS

(NOT USED)

2

NTS

TYPICAL GROUND BAR CONNECTION DETAIL

38" WASHER

38"x " SS BOLT 34" SS BOLT

SOLID BARED TINNED COPPER CONDUCTOR W/ THERMOWELD

EXISTING GROUND BAR

38" SS LOCK WASHER

38" WASHER

38" SS NUT

#6 AWG SOLID BARE TINNED COPPER CONDUCTOR

PROPOSED T-MOBILE JUNCTION BOX W/ OVP

PROPOSED OR RECONFIGURED PANEL ANTENNA

PROPOSED T-MOBILE GSM/UMTS RRU (TYP.)

#2 AWG SOLID BARE TINNED COPPER CONDUCTOR

#2 AWG SOLID BARE TINNED COPPER CONDUCTOR

FUTURE #2 AWG SOLID BARE TINNED COPPER CONDUCTOR

#2 AWG SOLID BARE TINNED COPPER CONDUCTOR

EXISTING SECTOR GROUND BAR

ANTENNA MOUNTING PIPE

PROPOSED T-MOBILE SITE SUPPORT CABINET (SMALL)

EXISTING MGB

PROPOSED T-MOBILE JUNCTION BOX W/ OVP

PROPOSED T-MOBILE LTE RRU (TYP.)

PROPOSED T-MOBILE FCOA CABINET

#6 AWG SOLID BARE TINNED COPPER CONDUCTOR